HISTORICAL

+� 4
willcox&mabe
SOIL SOLUTIONS

Ci e
9i9-.yob 3�6�

RECEIVED!NCDFONDWR
AUG 222018
Non -Discharge
Permitting Unit
2016 / 2017 ANNUAL REPORTS RF-rPI V PD
LAND APPLICATION PROGRAM
NC DEPARTMENT OF TRANSPORTATION AUG 2 2 'u�a
PERMIT #WQ0035749 DiJs,SEGf10N
INi ORMA`TI& PROCESSING UNIT
RECEIVED
F
Prepared For:
NC Department of TransportationCE
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Drive, Suite 100
Durham, North Carolina 27703
Compiled By:
Willcox & Mabe Soil Solutions, PLLC
7231B Summerfield Road
Summerfield, North Carolina 27358
August 2018

willcox&mate
SOIL SOLUTIONS
August 22, 2018
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center RECEIVED/NonEOmp
Raleigh, North Carolina 27699-1617
_i AUG 2 2 2018 .
Attention: Information Processing Unit
Non -Discharge
-r y Reference: 2016 / 2017 LAND APPLICATION ANNUAL REPORTS Permitting Unit
i NC Department of Transportation
Permit No. WQ0035749
Willcox & Mabe Soil Solutions, PLLC Project No. 17-01; Phase: 02
Non -Discharge Compliance Unit:
Willcox & Mabe Soil Solutions, PLLC (WMSS) is submitting monitoring and reporting for
2016 / 2017 as specified in the above referenced permit to be submitted annually (Condition
IV.6) on behalf of NC Department of Transportation (NCDOT). WMSS compiled this report
using data gathered during the compliance years by NCDOT and WMSS. This data includes:
D Diamond Grinding Slurry (DGS) and Hydrodemolition Operation Slurry (HOS) Analyses
(Permit Condition IV.2); and II) DGS and HOS pH and Land Application Logs (Permit
Conditions IV.2 and IV.5).
If there is further information required or questions regarding this annual report, please do not
hesitate to contact NCDOT or WMSS for further assistance.
Sincerely,
Willcox & Mabe Soil Solutions, PLLC
xu�L_ J/j 4
Martin Mabee (�
Agronomist/Partner
Enclosures
ae 4/4&44_7>z_
Rob Willcox, L.S.S.
Soil Scientist/Partner
Shared\WMSS Projects\2017\17-01 AMEMAnnual Reports\NCDOT 2016-2017 ANNUAL REPORT.doc
Willcox & Mabe Soil Solutions, PLLC / 7231 B Summerfield Road / Summerfield, NC 27358 / Rob 336.339.9128 or
Martin 336.312.1396 / www.willeoxmabesoil.com

NC DEPARTMENT OF TRANSPORTATION
-
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION OPERATION SLURRY
Permit No. WQ0035749
2016-2017 LAND APPLICATION
2016-2017 APPLICATION SUMMARY
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APAC-ATLANTIC - THOMPSON ARTHUR
40 BUSINESS / USM52-/
DIVISION
C203854
FORSYTH
DGS
2017
JT RUSSELL & SONS INC
C203853
1-85 / ROWAN
DGS
2016 .
C203785
I-85 / GUILFORD
DGS
2016
C203872
I-85 / GUILFORD
DGS
2016
PENHALL COMPANY
C203901
1-40 / GUILFORD
DGS
2016
C203901
1-40 / GUILFORD
DGS
2017
C203646
1-85 / GRANVILLENANCE
DGS
2016
ST WOOTEN
C203646
I-85 / GRANVILLE/VANCE
DGS
2017
GRANVILLE FARMS (SUBCONTRACTOR)
TO GRANITE CONSTRUCTION
C203166
1-440 / WAKE
HOS
2016
GRANVILLE FARMS (SUBCONTRACTOR)
TO IVS
C203166
1-440 / WAKE
HOS
2016
C203651
4-95 EAYETiEUILLE-iJ
LC-
'HOS
C2016
MBERI;A
"GHrTm;TD PAVING CO-LLc
C203819
I-95 U 1BEXTIOr1` / ROBE -SO N-
HOS
2016
FLATIRON CONSTRUCTORS INC -
C203399
EASTERN LOOP / WAKE
DGS
2017
BLYTHE DEVELOPMENT CO JOINT VENT
AMERICAN CONTRXCTING & SERVICES
DD00207
I-95 BRIDGE PRESERVATION_/�
INC
i--CUMBERLAND,
HOS
20.7
�I 95zRESURF-ACING:AND�
AR-L--GONTRACT.IN(r COMPXN
C203694
LBRIDGE,REHAH -B_P
HOS
2Q1
`CLTMBER1 AND
BUCKEYE BRIDGE LLC
DD00157
NEUSE RIVER BRIDGE
HOS
2016
-
PRESERVATION -NC 581

TABLE OF CONTENTS
SECTION NO. TITLE
I Diamond Grinding Slurry (DGS)
Hydrodemolition Operation Slurry (HOS)
I
Analyses
I h
6
II Diamond Grinding Slurry (DGS)
Hydrodemolition Operation Slurry (HOS)
pH and Land Application Logs

DIAMOND GRINDING SLURRY (DGS)
HYDRODEMOLITION OPERATION SLURRY (HOS)
ANALYSES
P i

APAGATLANTIC THOMPSON ARTHUR DIVISION
C203854
40 BUSINESS / US 52 / FORSYTH
t DGS 2017
If

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Thompson -Arthur)
Date Sampled: 10/3/2016 (Average of DG-1, DG-2)
Thompson -Arthur - University Parkway Permit No. WQ0035749
8.78 % Solids
11.38 pH -
Parameter ,
°
% , �;
Y Yri>
,iMg/Kg DryaW.etght
;'("/°4X,10;000)A,
wPoiinds/Dry on
(M" i"%O 2).za
Nitrogen (TKN),
0.000
0.000
Phosphorus.
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*-
0.000
0.000
0.000
PAN surface *
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
14.800,
148,000.000.
296.000
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium ---->_:.-_--._.-
__.--
__ :.--..___..
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000
Copper
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.
r

Thompson -Arthur - University Parkway
Average
% Solids 8.78
Calcium Carbonate Equivalence 296 pounds/dry ton
Calcium Carbonate Equivalence 108 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
3.38
9,233
211
2000
6.76
18.465
424
3000
10.14
27,698
636
4000
13.51
36,930
848
5000
16.89
46,163
1,060
6000
20.27
55,396
1,272
7000
23.65
64,628
1,484
8000
27.03
73,861
1,696
9000
30.41
83,094
1,908
10000
33.78
92,326
2,120'
11000
37.16
101,559
2,331
12000
40.54
110,791
.2,543
13000
43.92
120,024
'2,755
14000
47.30
129,257
2,967
15000
50.68
138,489
3,179
16000
54.05
147,722
f
3,391
17000
57.43
156,955
_N�f
1
3,603
18000
60.81
166,187
1 3,815

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Thompson -Arthur)
Date Sampled: 3/21/2017 (DG-1)
Thomason -Arthur - University Parkway Permit No. WQ0035749
10.47 % Solids
11.38 nH
Ra meter
%
' Mg/Kg DryWghtPotnds/DryfI
on ,
0002)
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
:14.500
145,000.000.
290.000
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000
Copper
---
0.000
Lead -
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint 63047
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed asdetection limits
for calculation purposes.

Thompson -Arthur - University Parkway
63047
% Solids 10.47
Calcium Carbonate Equivalence 290 pounds/dry ton
Calcium Carbonate Equivalence 127 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
3.45
7,898
"` ``-"
181
2000
6.90
15,796
363
3000
10.34
23,694
`
544
4000
13.79
.31,592
'�; :`,
725
5000
17.24
39,490-
; ' ,
907
6000
20.69
47,388
1,088
7000
24.14
55,286
: ', ;
1,269
8000
27.59
63,184
t.' `:
1,451
9000
31.03
_71,082
INNOW0,
1,632
10000
34.48
78,980
1,813
11000
37.93
86,878
*Ohl W`
1,994
12000
41.38
94,7761't
2,176
13000
44.83
102,675
2,357
14000
48.28
110,573
2,538
15000
51.72
118,471$
2,720
16000
55.17
126,369
2,901
17000
1 58.62
1 134,267
3,082
18000
62.07
142,165
'. ' , !!"
3,264
r1�

Report Number
17-083-0207 Page: 1 of 2
Account Number
08361
Send To: Willcox & Mabe Soil Solutions; PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Project : Project # 17-03 Thompson -Arthur W inston-
Lab Number: 63047
Sample Id: DG-1
Wa oint,.
yp
ANALYTICAL
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order:
Report Date : 03/29/2017
Date Received : 03/24/2017
Date Sampled : 03/21/2017
Quantitation
Analysis
Result
Limit
Method
pH (Standard Units) , s.u.
11.38
1.00
SW-9045D
Calcium Carbonate Equivalent, %
14.5
0.25
AOAC 955.01
Moisture (Oven 105C) %
89.53
0.10
AOAC 2.2.01
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods; 3rd Ed. Current Revision
Comments:
RESULTS ARE REPORTED ON A DRY WT. BASIS.
pof�c XV 107,101"
Date and Time
Test Started
Analyst
03/28/2017 09:45
JM
03/28/2017 12:10
R D
03/24/2017 03:00
MMT
Pauric McGroary

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Thompson -Arthur)
Date Sampled: 3/21/17 (DG-1)
Thompson -Arthur - University Parkway Permit No. WQ0035749
7.08 % Solids
11.3R nN
�Parameter
r yr s
t Y t r t �' ✓ h
%z r
c,
.M +RR
Mg/Kg Dry.4Welght
a $*3
.v3ixt-- t
t% X�10�000)
Pounds/Dry.Ton
ra;^i
_v u(M' z0:002)
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
15.100....
151,000.000
302.000
Magnesium
---
%
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000
Copper
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
--
0.000
Waypoint 60U95
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

j
Fl,
Thompson -Arthur - University Parkway
60095
% Solids 7.08
Calcium Carbonate Equivalence 302 pounds/dry ton
Calcium Carbonate Equivalence 89 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
3.31
11,216
257
2000
6.62
22,431
515
3000
9.93
33,647
772
4000
13.25
44,863
A
1,030
5000
16.56
56,078
1,287
6000
19.87
.67,294
Z.X- 4
1,545
7000
23.18
78,509
1,802
8000
26.49
89,725
2,060
9000
29.80
100,941
2,317
10000
33.11
112,156
2,575
11000
36.42
123,372
2,832
12000
39.74
134,588
3,090
13000
43.05
145,803
3,347
14000
46.36
157,019
3,605
15000
49.67
168,234
3,862
1 000
52.98
179,450
ATAW W-
4,120
17000
56.29
190,666
4,377
18000
59.60
1 201,881
4,635

Report Number
17-083-0207 Page: 2 of 2
Account Number
08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Project : Project # 17-03 Thompson -Arthur Winston-
Lab Number: 63048
Sample Id: DG-2
Wa oint,�
Yp
ANALYTICAL
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order:
Report Date : 03/29/2017
Date Received : 03/24/2017
Date Sampled : 03/21/2017
Quantitation
Analysis
Result
Limit
Method
pH (Standard Units) , s.u.
11.38
1.00
SW-9045D
Calcium Carbonate Equivalent, %
15.1
0.25
AOAC 955.01
Moisture (Oven 105C) %
92.92
0.10
AOAC 2.2.01
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
RESULTS ARE REPORTED ON A DRY WT. BASIS.
pof;r' (A C 10-vr
Date and Time
Test Started
Analyst
03/2872017 09:45
JM
03/28/2017 12:10
R D
03/24/2017 03:00
MMT
Pauric McGroary

r—,
JT RUSSELL & SONS INC
C203853
I-85 / ROWAN
DGS - 2016
ram,
i 1
F�

IJ
NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Salisbury)
Date Sampled: 7/18/2016 (Average of DG-1,DG-2,DG-3)
JT Russell & Sons - Salisbury Permit No.. WQ0035749
22.84 % Solids
1139 nH
!,Q�tA Parameter „ y,
/o
, r,?tf
Mg/i_g Dry,Weight
.��. % xr10;000) ..,-(M
Pounds/DrygTqon
x 0.:002ql
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
18.500
::.185,000.0.
370.000
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000
Copper
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.
14
F',

o
�".---J
Page: 1 of 1
Report Number: 16-202-0209
Account Number: 08361 WayPAo• ntM 7621 Whitepine Road, Richmond, VA 23237
Main'804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Send To: Willcox.& Mabe Soil Solutions, PLLC Project: JT Russell & Sons -
1205 West Bessember Ave
Suite 202-
Greensboro, NC 27408
REPORT OF ANALYSIS Date Sampled:
Lab Number: 58466 Date Received: 07/20/2016 00:00
Sample Id : DG1 Date Reported: 07/26/2016
Total Solids
25.50 255000
100.0
JM
07/20/2016 15:29
SM-2540G
Moisture'
74.50
100.0
JM -
07/20/2016 15:29
SM-2540G
pH (Standard Units)'
11.38
2.00
JM
07/21/2016 08:44
SW-9045D
Calcium Carbonate Equivalent
17,70 177000
100
RD
07/21/2016 11:50
AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or 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.
Debbie Holt
Laboratory Supervisor

Page: i of i
Report Number: 167202-0210 °
e
-Account Number: 08361 7621 Whitepine Road, Richmond, VA 23237
Waypoint
Main 804-743-9401 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Lab Number: 58467
Sample Id : DG2
Total Solids
Moisture *
pH (Standard Units)
Calcium Carbonate Equivalent
Comments:
Project.: JT Russell & Sons
REPORT OF ANALYSIS
Date Sampled:
Date Received: 07/20/2016 00:00
Date Reported: 07/26/2016
23.48 234800
100.0
JM
07/20/201615:29
SM-2540G
76.52
100.0
JM
07/20/201615:29
SM-2540G
11.38
2.00
JM
- 07/21/2016 08:44
SW-9045D
15.30 153000
100
RD
07/21/2016 11:50
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis
Our reports and letters are for the exclusive and conridential use of our clients, and may not be reproduced in whole or 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.
Debbie Holt
Laboratory Supervisor

Page: 1 of 1
Report Number: 16-202-0211'
Account Number: 08361
Waypoint
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 a Fax [phone]
ANALYTICAL
www.waypointanalytical.com
Send To: Willcox & Mabe Soil,Solutions,
PLLC
Project: JT Russell
& Sons
1205 West BessemberAve
Suite 202
Greensboro , NC 27408
REPORT OF ANALYSIS
Date Sampled:
Lab Number: 58468
Date Received: 07/20/2016 00:00
Sample Id : DG3
Date Reported: 07/26/2016 '
eATION I'.
ANALYSIS V-
METHOD
e
195400 100.0 JM
07/20/2016 15:29 SM-254OG
Total Solids *
19.54
Moisture *
80.46
100.0 JM
07/20/2016 15:29 SM-254OG
pH (Standard Units)*
11.42
2.00 JM
07/21/2016 08:44 SW-9045D
Calcium Carbonate Equivalent
22.50
225000 100 RD
07/21/2016 11:50 AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports and letters are for the exclusive andconfidential use of our clients, and may not be reproduced in whole or 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.
4L�lwmai—
Debbie Holt
Laboratory Supervisor

PENHALL COMPANY
C203785
I-85 / GUILFORD
DGS - 2016

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 7/5/2016 and 11/3/16(Average of All)
PENHALL 1-85/Greensboro Permit No. WQ0035749
25.57 % Solids
11 46 nH
Parameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
M x 0.002
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate Eq.
2UO:QU(i„�+t'`492?400
Magnesium
--
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
--
0.000
Copper
--
0.000
Lead
---
0.000
Mercury.
0.000
Molybdenum
---
0.000
Nickel
-
0.000
Selenium
- -
0.000
Zinc
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

1 ;
% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL- I-85/Greensboro
Average
25.57
492.4' pounds/dry ton
525 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
2.03
1,905
44
2000
4.06
3,809
87
3000
6.09
5,714
131
4000
8.12
7,618
175
5000
10.15
9,523
219
6000
12.19
11,427
262
7000
14.22
13,332
306
8000
16.25
15,236
350
9000
18.28
17,141
:. ,
393
10000
20.31
19,045
437
11000
22.34
20.950
481
12000
24.37
22.854
525
13000
26.40
24,759
568
14000
28.43
26,663
612
15000
30.46
28,568
656
16000
32.49
1 30,472
700
17000
34.52
32,377
743
18000
36.56
34,281
787
I

4 r i
,
Page: 1 of 1
Report Number: .16-190-0210 4
Account Number: 08361 O r
WayPA�� nt Y 7621 Whitepine Road, Richmond, VA 23237
Main 804-143-9401 ° Fax [phone]
NA�YT�CA� www.waypointanalytic_al.com-
Send.To: Willcox &Mabe Soil Solutions, PLLC Project: Penhall 1-85
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
REPORT OFANALYSIS Date sampled: 7/5/2016 23:50:00
. 'Lab Number: 58152 Date Received: 07/08/2016 00:00
Sample Id DG-1 -Date Reported: 07/13/901F
3 iacuu "IUU.0 JM 07/08/2016 15:40 SM-2540G
Moisture ' 68.42 100.0 JM 07/08/2616 15:40 SM-254OG
pH Standard Units) " 11.70 2.00 JM 07/11/2016 10:05 SW-9045D
Calcium Carbonate Equivalent 17.60 176000 100 RD 07/12/2016 09:45 ACAC 955.01
Comments:
rr
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Ci rrarf;rs a•,a le:re.-s ate .a',r,a escloslr. ano are-
ri ccrar lay ro-:...iMn r.ple.J•n�ut
flye '? ?:1=
"Pe. fc-vl-rz. :.Ipw en;• apVarvsU ::/fr!rQ11Ta�a..••C
.r
Debbie Holt
Laboratory Supervisor

Page: I of 1
Report Number: 16-190-0211
Account Number: 08361 Whitepine Road, Richmond, VA 23237
Waypoint 7621 Main 8.04-743-9401 a Fax 804-271m6446
ANALYTICAL www.waypointanalytical.com
Send To: Willcox & Mabe Boll Solutions, PLLC
1205 West Bessem ber Ave
Suite 202
Greensboro. NC 27408
Lab Number - 58153
Sample ld: DG-2
Total Solids
Moisture *
pH (Standard Units)
Calcium Carbonate Equivalent
Comments:
Project : Penhall 1-85
REPORT OF ANALYSIS Date Sampled: 7/612016 01:45:00
Date Received: 07108/2016 00:00
Date Reported: 07/13/2016
16.21 162100
100.0
JM'
07/08/.2016 15:40
SM-2540G
83.79
100.0
im
07/08/2016 15:40
SM-2540G
11.68.
2:00
im
07/11/2016 10:05
SW-9045D
21.30 213000
100
RD
07/12/2016 09:45
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Debbie Holt
Laboratory Supervisor

Page: 1 of 1
Report Number 16-190-0212
Account Number. 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Lab Number: 58154
Sample Id : DG-3
Total Solids "
Moisture *
pH (Standard Units) "
Calcium Carbonate Equivalent
Comments:
Project: Penhall 1-85
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.wayppintanalytical.com
Date Sampled: 7/6/2016 01:55.00
Date Received: 07/08/2016 00:00
Date Reported: 07/13/2016
20.67 206700
100.0
JM
07/08/201615:40
SM-254OG
79.33
100.0
im
07108/201615:40
SM-254OG
11.68
2.00
JM
07/11/201610:05
SW-9045D
24.80 248000
100
RD
07/12/2016 09:45
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 11/3/2016 (DG-1)
PENHALL 1-85/Greensboro Permit No. WQ0035749
36.68 % Solids
1139 nu
Parameter
%Mg/Kg
T_ . .
Dry Weight
(% x 10,000)
Pounds/Dry Ton
(M x 0.002
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
.0.000
Calcium Carbonate E .
, 3 '<'1•'
�23D0
f'd7"�- ���i„+-.+:nv t -�4*7
433000 000
y�y. h.ixr'• ?.. .5
: Est; _�46640Q)
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
--
0.000
Nitrate N / Nitrite N
-
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
-
0.000
Aluminum
---
0.000
Arsenic
--
0.000
Cadmium .
---
0.000
Chromium
---
0.000
Copper
---
0.000
Lead
=--
0.000
Mercury
0.000
Molybdenum
-
0.000
Nickel
--
0.000
Selenium
--
0.000
Zinc
---
0.00011
Waypoint 60555
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D.'(Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

L
% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL 1-85/Greensboro
60555
36.68
466 pounds/dry ton
713 pounds/1.000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/,
1000112.
1000
2.15
1.403
32
2000
4.29
2,806
64
3000
6.44
4,209
97
4000
8.58
5,612
129
5000
10.73
7,015
161
6000
12.88
8418
1 193
7000
15.02
9,821
225
8000
17.17
11,224
258
.9000
19.31
12,627
290
10000
21.46
14,030
322
11000
23.61
15,433
354
12000
25.75
16.836
386
13000
27.90
18.239
•419
14000
30.04 `
19,642
451
15000
32.19
21045
483
16000
34.33
22,448
515
17000.
36.48
23,851
548
18000
38.63
25,253
580
FA
7

Page: 1 of 1
Report Number: 16-312-0201
Account Number. 08361
Send To: Willcox 8t Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Lab Number: 60555
Sample ld : DG-1
c
Waypoi t.(D
ANALYTICAL
Project; Penhall - 1-73
REPORT OFANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Date Sampled: 11/3/2016 14:15:00
Date Received: 11/07/2016 00:00
Date Reported: 11/11/2016
iotai 5011as ^ 36.68 366800 100.0 R D 11/07/2016 14:45 SM-254OG
Moisture " 63.31 100.0 R D 11/0V2016 14:45 SM-254OG
pH (Standard Units)11.39 1.00 JM 11/08/2016 09:15 SW-9045D
Calcium Carbonate Equivalent 23.30 233000 2500 R D 11/09/2016 09:30 AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
.. .,.SC... ..^.r1S .. c /n• :17c Y%C;t1$'DC� :.f:L r.;,Tr':d:'D if t.SB 4: ::r .:;'B^,., g,;r rar7.: ...: Ot %?p,:: 71r�cC q:.. i7C:. �'a9 n.?:".' � dlr� raiE r2nC? ... �c . •• ... .., .. f•5✓. ,,, i)r ;7Yr CG^:; 3.v� !f) r^j:.-d•aP;:_ R<a:'S rc`:cc7?f n'G�}Pr.oi•D9r g ; ;C i4:.°.77p'n:. :7!nc'1_ ?J!w. ng our n,;G:::?,^.: 17 d.itli�!*23i!.:C
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 11/3/2016 (DG-2)
PENHALL 1-85%Greensboro Permit No. WQ0035749
41.35 % Solids
1115.14
Parameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
(M x 0.002)
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium ,
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate Eq.
p k 3.61.0�0}
�( 3Gl�;t)00 UO'k�t,722L1U0
Magnesium
--
0.000
Sodium
--
0.000
Sulfur
---
0.000.
Nitrate N / Nitrite N
-
0.000
Barium
--
0.000
Chloride
--
0.000
Iron
--
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
-
0.000
Chromium
--
0.000
Copper
---
0.000
Lead
-
0.000
Mercury
-
0.000
Mol bdenwn
--
0.000
Nickel
--
0.000
Selenium
---
0.000
Zinc
--
0.000
Waypotnt 6056
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected] or < detection limits are fisted as detection limits
for calculation purposes.

% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL 1-85/Greensboro
60556
41.35
722 pounds/dry ton
1245 pounds/1000 gallons
LIME
E uivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
1.39
803
18
2000
2.77
1.607
37
3000
4.16
2.410
55
4000
5.54
3,213
74
5000
6.93
4,016
92
6000
8.31
4,820.
111
7000
9.70
5,623
129
8000
11.08
6,426
'148
9000
12.'47
7,229
166
10000
13.85
8,033
184
11000
15.24
8,836
203
12000
16.62
9,639
221
13000
18.01
10 442
240
14000
19.39
11,246 '
258
15000
20.78
12,049
277
16000
22.16
.12,852
295
17000
23.55
13.655
313
1,8000
24.93
14,459
-
332
f

Page: 1 of i
Report Number: 16-312-0202
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Lab Number' 60556
Sample id : DG-2
Total Solids
Moisture *
pH (Standard Units)
Calcium Carbonate Equivalent
Comments:
'a
Way
ANAtYTiCAL
Project: Penhall -1-73
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237 .
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Date Sampled: 11/3/2016 14:15.00
Date Received: 11/07/2016 00:00
Date Reported: 11/11/2016
41.35 413500
100.0
R D
11/07/2016 14:45
SM-2540G
58.64'
100.0
R D
11/07/2016 14:45
SM-254OG
11.35
1.00
JM
11/08/2016 09:15
SW-9045D
36.10 361000
2500
R D
11/09/2016 09:30
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
:� fe;Cr!.4 2"d .:?c(5 3— f4�/ it:z c-i.:s,vA an"' CryiS::::?Irgiil LU_"F o' ow vinrs 217J Ira. ^6f .cGrJCR!7 .. „ ....Q1E ✓r iA:: 1!CI' rl:?-" 'ily.!?i:9i d•�1C. '?2.rY; c...c
.,_ .S r!�tega-. .....OfhPSD:fbhC 3r7:1U:: ....: i. .,.,. :•Rl::,.... O`..dr: - ;: UT / ...:7c'7 :ti., .wrl::.. i!OY.
Debbie Holt
Laboratory Supervisor

PENHALL COMPANY
C203872
I-85 / GUILFORD
DGS - 2016

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 7/5/2016 and 11/3/16(Average of All)
PENHALL 1-85/Greensboro Permit No. WQ0035749
25.57 % Solids
1 1 Sf. n u
ter7
FF6Nitrogcn
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
(M { x 0.002
0.000
0.000
0.000
0.000
Potassium
0.000
.0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E4:?a
�� 200 Od0'a
:492%100'
Magnesium
---
0.000
odium
---
0.000
ulfur
---
0.000
N / Nitrite N
---
0.000
Barium
--
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
- -
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000.
Co r
---
0.000
Lead
0.000
Mercury
0.000
Molybdenum
---
0.000
ickel
---
0.000
elenium
0.000
--_
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

% Solids
Calcium Carbonate Equivalence
Calcium Carbonate. Equivalence
PENHALLI 1-85/Greensboro
Average
25.57
492.4 pounds/dry ton
525 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
2.03
1.905
44
2000
4.06
3,809
87
3000
6.09
5.714
131
4000
8.12
7,618
175
5000
10.15
9,523
219
6000
12.19
11,427
262
7000
14.22
13,332
306
8000
16.25
15,236
350
9000
18.28
17,141
393
10000
20.31
19,045
437
11000
22.34
20.950
481
12000
24.37
22.854
525
13000
26.40
24,759
568
14000
28.43
26,663
612
15000
30.46
28,568
656
16000
32.49
30,472
700
17000
34.52
32,377
743
18000
36.56
34,281
787

Page: I of I
Report Number: 16-190-0210
Account Number: 08361
Send To: Willcox &-Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Waypoint's
ANALYTICAL
Project: Penhall 1-85
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Lab Number - 58152 REPORT OFANALYSIS Date Sampled: 7/5/2016 23:50:00
Sample Id: DG-1 Date Received: 07/08/201600:00
Date Reported: 07/13/2016
Total Solids
Moisture
31.58 315800
fV0azM#fflM'
100.0
im
07/08/2016 15:40
SM-254OG
PH (Sta nda rd,U nits)
68.42
100.0
im
07/08/2016 15:40
SM-254OG
Calcium Carbonate Equivalent
11.70
2.00
im
07/11/2616 10:05
SW-90456
Comments:
17.60 176000
100
RD
07/12/2016 09:45
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis
"Wil
t&-(*4L4
Debbie Holt
Laboratory SunpM.c%nr

paQa 1v[I `
Report 1&1' 1n
Account Number: 08361 '
Waypoeint(119" 7s2zVxhhep�eRoad Richmond, VAz3a37
_ rwa/nuO4�43'��z"Fax 8V4'%71'644s
r` ANALYTICAL Main www^maypointano|yGoa|.com
Send To: VVU|cox&�obe8nU8oSolutions, PLL�
� ~~_, Pr�ect�Penha|�85
1205 /4vo --
Guito2D2
Greensboro, NC274O8 '
`
Lab Number: 58153
REPORT OFANALYSIS
Date Sampled: 7/S/2O1OO1:45UO
-- Date RacolVed:O708/2016bUm
Date Reported: O7M3/2O18
T6tal Solids ° �
Mobtum~
�
` 831.79
10'lO
Jm
O7X}8�O1O15:4O
SM'254OQ
(Standard °
11.88
2.OD
Jm
07/11 1O1O:U5
8VV' O45D
� ��umCorbon�eEqukm|�t
21.80 213000
100"
.
Ro
. 1 / 1OO9:4§
AOACS55.D1
-
'
All values are onadry weight basis except as, noted byasterisk. Detection limit onall Nseries iwonawet basis.
i
'
�r L
'
�
Debbie Holt
Laboratory Supervisor

�_J
t
Page: 1 of 1
Report Number: 16-190-0212
Account Number: 08361
.Send To: 'Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro. NC 27408
0
Wayppoint.,
AYTICAL
Project: Penhall 1-85
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-94010 Fax [phone]
www.waypointanalytical.com
REPORT OF ANALYSIS Date Sampled: 7/6/2016 01:55:00
Lab Number: 58154 Date Received: 07/08/2016 00:00
Sample id : DG-3 Date Reported: 07/13/2016
Total Solids *
20.67 206700
100.0
JM
07/08/2016 15:40
SM-2540G
Moisture *
79.33
100.0
JM
07/08/2016 15:40
SM-254OG
pH (Standard Units) *
11.68
2.00
JM
07/11/2016 10:05
SW-9045D
Calcium Carbonate Equivalent
24.80 248000
100
RD
07/12/2016 09:45
AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis,
-..... .
0
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date,Sampled: 11/3/2016 (DG-I)
PENHALL 1-85/Greensboro Permit No. WQ0035749
36.68 % Solids
/ 1 '30 -U
arameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
/K x O.00Z
KN)
0.000-1-0.000
s
0.000
0.000
PnK
0.000
0.000
ted
0.000
0.000
0.000
ce *
0.000
0.000
0.000
itrogen
0.000
0.000
0.000
0.000
Calcium Carbonate E .
23 30,0
233;OOQA00
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
-
0.000
Nitrate N / Nitrite N
--
0.000
Barium
---
0.000
Chloride
--
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
--
0.000
Chromium,
---
0.000
Copper
- -
0.000
Lead
-
0.000
Mercury
0.000
Molybdenum
0.000
ickel
--
0.000
Selenium
-
0.000
Zinc
--
0.000
Waypoint 60555
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL 1-85/Greensboro
60555
36.68
466 pounds/dry ton
713 pounds/I000 gallons
LIME
uivalent
DT/
Acre
Gallons/ '
Acre
=Gallons/E
1000
2.15
1,403
32
2000
4.29
2,806.
64
3000
6.44.
4209
97'
4000
8.58
5,612
129
5000
10.73
7 015
161
6000
12.88
8,418
193
7000
15.02
9,821
25
225
8000
17.17
11,224
258
9000
19.31
12,627
290
10000
21.46,
14 030
322
11000
23.61
15 433
354
12000
25.75
16-836
38b
13000
14000
27.90
30.04
18.239
19,642
4l9
451
15000
32.19
21045
483
16000
34.33
22,448
515
17000
36.48
23,85.1
548
18000
38.63
25,253
580

Page: 1 of 1
Report Number: 16-312-0201
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408 .
Waypointle
ANALYTICAL
Project: Pinhall - 1-78
I
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Lab Number: 60555 REPORT OFANALYSIS Date Sampled: 11/3/2016 14:15:00
Date Received: 11/07/2016 00:00
Sample Id : DG-1 Date Reported: 11/11/2016
Total Solids
36.68 366800
100.0
R D
11/07/2016 14:45
SM-254OG
Moisture'
63.31
100.0
R D
11/07/2016 14:45
SM-254OG
pH (Standard Units)'
11.39
1.00
JM
11/08/2016 09:15
SW-9045D
Calcium Carbonate Equivalent
23.30 233000
2500
R D
11/09/2016 09:30
AOAC 955.01
-- Comments:
i
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 11/3/2016 (DG-2)
PENHALL I-85/Greensboro Permit No. WQ0035749
41.35 % Solids
II'AC ..0
Parameter
%
Mg/Kg Dry Weight
x 10,000)
Pounds/Dry Ton
x 0.002)
Nitrogen (TKN)
0.000
0.000
Phos horus
0.000
0.000
Potassium
0.000
0.000
PAN in'ected *
0.000
0.000
0.000
PAN surface *
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
:` ;3;1U4�:
:...:.:::.::.. ' 361:0b0.000
722OOd�
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
itrate N / Nitrite N
0.000
Barium
--
0.000
Chloride
---
0.000
Iron
--
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
--
0.000
Copper
---
0.000
Lead
---
0.000
Mercury
0.000
Molybdenum
---
0.000
Mickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint 60556
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Arnmonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or z detection limits are listed as detection limits
for calculation purposes.

% Solids
Calcium Carbonate Equivalence
_S Calcium CsrbonateEquivalence
PENHALL 1-85/Greensboro
60556
41.35
722 pounds/dry ton
1245 pounds/1000 gallons
LIME
E uivalent
DT/
Acre
Gallons/ .
Acre
Gallons/
1000 ft2
1000
1.39
803
18 18
2000
2.77
1.607
337
000
4.16
2.410
55
4000
5.54
3,213
74
5000
6.93
4,016
92
6000
8.31
4,820
111
7000
8000
9.70
11.08
5 623
6,426
129
148
9000
12.47
7 229
166
10000
13.85
•8,033
184
11000
15.24
8 836
203
12000
16.62
9 639
221
13000
18.01
10,442
240
14000
19.39
11.246
_
258
15000
20.78
12,049
2 77
16000
22.16
12 852
277
95
17000
23.55
13,655
18000
24.93
14.459
313
i

Page: 1 of i
Report Number: 16-312-0202
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Lab Number: 60556
Sample Id : DG-2
Waypoi t-Q-)
ANALYTICAL
Project: Penhall -1-73
REPORT OFANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Date Sampled: 11/3/2016 14:15:00
Date Received: 11/07/2016 00:00
Date Reported: 11/11/2016
Total Solids *
41.35 413500
100.0
R D
11/07/2016 14:45
SM-254OG
Moisture
58.64
100.0
R D
11/07/2016 14:45
SM-254OG
pH (Standard Units) "
11.35
1.00
JM
11/08/2016 09:15
SW-9045D
Calcium Carbonate Equivalent
36.10 361000
2500
R D
11/09/2016 09:30
AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
.. c. r .. _'�t` r... C•/: �r�:f .'.. _.. ..':U .''J+'. r4!:, ..... .. ar [:1r.O,,, .., r.. �..r� .... .::1::';.. ..�'!J:! .r .. .. :!n:� � 'il}• ......��!<= ... ..; t°
fl'..: `,!: ... �'Fl��i. :i �_. .._ r.r.,l:. .. ..., .::r. ... .. ... .� �•... r. .. .. ..�rllir� .::I::vl�' ... .: )::... 'l:,.a _ ,.. � .... ..� r ..: '!:C r... r.:if'
tb�da�
Debbie Holt
Laboratory Supervisor

PENRALL COMPANY
C203901
I-40 / GUILFORD
DGS - 2016

1 `
_ NC DOT
LAND APPLICATION -PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 7/5/2016 and 11/3/16(Average of All)
PENRALL I-85/Greensboro Permit No. WQ0035749
25.57 % Solids
{� It 44 ., u
arameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
x 0.002
TKN)
0.000
0.000
s
0.000
0.000
M
0.000
0.000
ted `
0.000
0.000
0.000
ace *
0.000
0.000
0.000
itro en
0.000
0.000
0.000
0.000
Calcium Carbonate E
24?l)i
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
--
0.000
Chromium
--
0.000
Copper
-_
0.000
Lead
---
0.000
Mercury
-
0.000
Molybdenum
---
0.000
ickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.
FI

r-
% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL 1-85/Greensboro
Average
25.57
492.4 pounds/dry ton
525 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
2.03
1,905
44
2000
4.06
3,809
87
3000
6.09
5,714
131
4000
8.12
7,618
175
5000
10.15
9,523
219
6000
12.19
11.427
262
7000
14.22
13,332
306
8000
16.25
15,236
350
9000
18.28
17,141
393
10000
20.31
19,045
437
11000
22.34
20.950
481
12000
24.37
22,854
525
13000
26.40
24,759
568
14000
28.43
26,663
612
15000
30.46
28,568
656
16000
32.49
30,472
700
17000
34.52
32,377
743
18000
36.56 1
34,281
787

Page: 1 of 1
Report Number: 16-190-0210 fl
Account Number: 08361 '
- oint...
ANALYTICAL_
Send To: Willcox &-Mabe Soil'Solutions, PLLC
1205 West Bessember Ave Project: Penhall 1-85
Suite 202
Greensboro, NC 27408
Lab Number: 58152 REPORT OFANALYSIS
Sample Id: DG-1
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Date Sampled: 7/5/2016 23:50:00
Date Received: 07/08/2016 00:00
Date Reported: 07/13/2016
Total Solids "
31.58 315800
100.0
JM
07/08/2016 15:40
SM-2540G
Moisture"
68.42 .
100.0
JM
07/08/201615:40
SM-254OG
PH (Standard Units) "
11.70
2.00
JM
07/11/201610:05
SW-9045D
Calcium Carbonate Equivalent
17.60 176000
100
RD
07/12/2016 09:45
AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a,wet basis.
...'i . , ... sir r<_�c ....� : :!,i• C"........ :: i:l '...••r;:1:i ..•t^ �..._ :� ...: ... .... ul'.7:•13j _. ..2 frl5..".,,. �... .. .., .
o+? .. _ C. ":D..�. n'..n. nE7:�T•x•r::. ,'1:_. •=re>:._. .. ..V;• ..�r: 'IOU
t&a��
Debbie Holt
Laboratory Supervisor

Page: 1-of i
Report Number: 16-190-0211
Account Number: 08361
Send To: Willcox &.Mabe Soil Solutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Lab Number: 58153
Sample Id: DG-2
Waypointo
~
ANALYTICAL
Project : Penhall 1-85
REPORT OFANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypoihtanalytical.com
Date Sampled: 7/6/2016 01:45:00
Date Received: 07/08/2016 00:00
Date Reported: 07/13/2016
Total Solids "
16.21 162900
100.0
JM
07/08/2016 15:40
SM-254OG
Moisture"
83.79
100.0
JM
07/08/201615:40
SM-254OG
pH (Standard Units) *
11.68
2.00
JM
07/1.1/2016 10:05
SW-9045D
Calcium Carbonate Equivalent
21.30 213000
100
RD
07/12/2016 09:45
AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
i_... .. J I.. .!'l _. .�...i.� _ _ Q...�i� 1.%_ .. .. ... .... . ._. r.. � _. ,.c ,dllr.�... __ . .. .�. .- , :.. •.. ::!!� c+f'. �. ... ... .'..
.. ,
r
6�A�
Debbie Holt
Laboratory Supervisor

Page: i of 1
Report Number: 16-190-0212
Account Number: 08361
Send To: Willcox & Mabe SoilSolutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Wclypoointa
ANALYTICAL
Project: Penhall 1-85
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
REPORT OFAMALYSIS Date Sampled: 7/6/2016 01:55:00
Lab Number: 58154 Date Received: 07/08/2016 00:00
Sample Id : DG-3 Date Reported: 07/13/2016
Total Solids *
20.67
206700 100.0
JM
07/08/2016 15:40
SM-254OG
Moisture *
79.33
100.0
JM
07/08/2016 15:40
SM-254OG
PH (Standard Units) *
11.68
— 2.00
JM
07/11/2016 10:05
SW-9045D
Calcium Carbonate Equivalent
.24.80
248000 100
RD
07/12/2016 09:45
AOAC 955.01
Comments:
t
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 11/3/2016 (DG-1)
PENHALL I-85/Greensboro Permit No. WQ0035749
36.68 % Solids
rtao.Lt
Parameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
K x 0.002
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
:-:2r3rQp;
:. ': �?33;000OOtI :.
466; 000:
Magnesium
--
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
--
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
--
0.000
Copper
--
0.000
ead
---
0.000
ercu
0.000
Molybdenum
--
0.000
---
0.000
Selenium
Zinc
---
0.000
Waypoint 60555
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL I-85/Greensboro
60555
36.68
466 pounds/dry ton
713 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/ 7
Acre
Gallons/
1000 ft2
1000
2.15
1403
32
2000
4.29
2,806
64
3000
6.44
•4 209
97
4000
8.58
5,612
129
5000
10.73
' 7 015
161
6000
12.88
8,418
193
7000
15.02
9,821
225
8000
17.17
11,224
258
9000
19.31
12,627
290
10000
21.46
14,030
322
11000
23.61
15,433
354
12000
25.75
16,836
386
13000
27.90
18.239
419
14000
30.04
19,642
451
15000
32.19
21045
483
16000
34.33
22,448
515
17000
36.48
23,851
548
18000
38.63
25.253
580
v

Page: i of 1
Report Number: 16-312-0201
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro , NC 27408
4
Wap2int�AYTICAL
Project: Penhall - I-73
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
REPORT OFANALYSIS Date Sampled: 11/3/2016 14:15:00
Lab Number: 60555 Date Received: 11/07/2016 00:00
Sample Id': DG-1 Date Reported: 11/11/2016
Total Solids "
Moisture "
pH (Standard Units)
Calcium Carbonate Equivalent
Comments:
36.68 366800
100.0
R D
11/07/2016 14:45
SM-254OG
63.31
100.0
R D
11/07/2016 14:45
SM-254OG
11.39
1.00
JM
11/08/2016 09:15
SW-9045D
23.30 233000
2500
R D
11/09/2016 09:30
AOAC 955,01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
. ... .... -.. rr!:• ,. _' P•.-.PS ... +r.` '�i:•.: tv.. ..5(d q' .. ......._ ...... '9; .... •._ . N ..a:rc..:... ....... r .. :O( iir-:EB.L: r.:Y.:..iiCJ2
Debbie Holt
Laboratory Supervisor

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Greensboro)
Date Sampled: 11/3/2016 (DG-2)
PENHALL 1-85/Greensboro Permit No. WQ0035749
41.35 % Solids
tt iG .14
arameter
%
Mg/Kg Dry Weight
x 10,000
Pounds/Dry Ton
(M x 0.002)
TKN)
0.000
0.000
s
0.000
0.000
CCalcium
0.000
0.000
ted *
0.000
- 0.000
0.000
ce *
0.000
0.000
0.000
Nitrogen
0.000
0.000
0.000
0.000
Calcium Carbonate E
:';." 361(}t)'<
. " .:"GI:000 ff00 `.
:722
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
--
0.000
Chloride
--
0.000
Iron
--
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
--
0.000
1copper
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint 60556
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

F
% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
PENHALL 1-85/Greensboro
60556
41.35
722 pounds/dry ton
1245 pounds/1000 gallons
LIME
E uivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
1.39
803
18
2000
2.77
1,607
37
3000
4.16
2,410
55
4000
5.54
3,213
74
5000
6.93
4,016
92
6000
8.31
4,820
111
7000
9.70
5,623
129
8000
11.08
6 426
148
9000
12.47
7 229
166
10000
13.85
8,033
184
11000
15.24
8,836
203
12000
16.62
9 639
221
13000
18.01 1
10 442
240
14000
19.39
11,246
258
15000
.20.78
12,049
277
16000
22.16
12.852
295
17000
23.55
13,655
7313
18000
24.93
14,459
332
j
F4

Page• i of i
Report Number: 16-312-0202
Account Number: - 08361 0
Send To: Willcox R Mabe Soil Solutions, PLLC .
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Lab Number : 60556
Sample ld : DG-2
dyV1F1-L'
�. ANALYTICAL
Project: Penhall -1-73
REPORT OF ANALYSIS
7622 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]•
- www.waypointanalytical.com
Date Sampled: 11/3/2016 14:15:00
-Date Received: 11/07/2016 00.00
Date Reported: 11/11/2016
WWII ouuua 41.30 4ljbUU iuu.0 RD 11/07/2016 14:45 SM-2540G
Moisture " 58.64 100.0 R D 11/07/2016 14:45 SM-254OG
pH (Standard Units)11.35 1.00 JM 11/08/2016 09:15 SW-9045D
Calcium Carbonate Equivalent 36:10 361000 2500 R D 11/09/2016 09:30 AOAC 955.01
Comments:
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
_ _ _..cr' .. rp, .._ t .... �.•.�t.., ...=f;. t. .._... _ :�, ....,.. .��.; .._ . .....ct ... . •to:<.. ,.... _ •r:-, trr� � �r�/t:•/tcr /,,: .....
.: rr:. �•r: •._ ;art: •;r"�-__ ..: r:. ..• ::;r:.. ._:n:: .. d4SF,. ^ ;: rnN'.::f!is. � ... <. ..•t75n^ .rF!:_.... ... a. _ _,:•,. ... .. .r. ..., _ .:_our .
Debbie Holt
Laboratory Supervisor

PENHALL COMPANY
C203901
140 / GUILFORD
DGS - 2017

Page: 1 of 1
Report Number: 16-312-0202A
•
Account Number: 08361 7621 Whitepine Road Richmond VA 23237
W. poi ntMain 804-743-9401 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
Send To: Willcox & Mabe Soil Solutions, PLLC Project: PENHALL - 1-40 Guilford
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
REPORT OFANALYSIS Date Sampled: 1/21/2017 14:15:00
Lab Number: 60556A Date Received: 1/22/2017 00:00
-Sample Id : DG-1 Date Reported: 1/27/2017
Total Solids "
Moisture "
pH (Standard Units) "
Calcium Carbonate Equivalent
Comments:
41.35 413500
100.0
R D
1/23/2U17 14:4b
SM-Zb4uu
58.64
100.0
R D
1/23/2017 14:45
SM-2540G
11.35
1.00
JM
1/23/2017 09:15
SW-9045D
36.10 361000
2500
R D
1/23/2017 09:30
AOAC 955.01
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or 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.
Debbie Holt
Laboratory Supervisor

ST WOOTEN
C203646
I-85 / GRANVILLENANCE
DGS - 2016

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
LM
Residual Type: Diamond Grinding Slurry (Henderson )
Date Sampled: 10/3R016 (DG-1)
McCarthy Improvement -1-85 Permit No. WQ0035749
13.87 % Solids
11.66 off
r az C 1Parameter t
_ /o. z
s hig/KgD ,VS eight
`"`1'onnds/Dry Ton --
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
43.000
430 000.000
860.000
Magnesium
-
0.000
Sodium
-
0.000
Sulfur
--
0.000
Nitrate N / Nitrite N
-
0.000
Barium
-
0.000
Chloride
-
0.000
Iron
-
-0.000
Aluminum
-
0.000
Arsenic
-
0.000
Cadmium
-
0.000
Chromium
--
0.000
Copper
-
0.000
Lead
-
0.000
Mere
-
0.000
Molybdenum
-
0.000
Nickel
-
0.000
Selenium
-
0.000
Zinc
-
0.000
Waypoint 60W4
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
(- Note: Constituents N.D. (Not Detected) or <detection limits are listed as detection limits
for calculation purposes.
t .
I�
r-

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Henderson )
Date Sampled: 10/32016 (DG-1)
McCarthy Improvement - I-85 Permit No. WQ0035749
8.73 % Solids
tt4anT4
i � '+'Pat m terz ,„� ,
k 9 �, % �
:''�•':D.ry 'Ne?gh'�'t
�"poa�s/Dry T n .i
Nitrogen (TKN)
0.000
0.000
jPhosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.060
Calcium
0.000
0.000
Calcium Carbonate E .
45.1001
45I 000.000
902.000
Magnesium
-
0.000
Sodium
-
0.000
Sulfur
-
0.000
Nitrate N / Nitrite N
-
0.000
Barium
-
0.000
Chloride
--
0.000
Iron
-
0.000
Aluminum
-
0.000
Arsenic
--
0.000
Cadmium
-
0.000
Chromium
-
0.000
Co __
--
0.000`
Lead
--
0.000
Mercury
-
0.000
Molybdenum
0.000
Nickel
-
0.000
Selenium
-
0.000
inc
-
0.000
Waypoint 6UU95
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)C rKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or <detection limits are listed as detection limits
for calculation purposes.
J

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (Henderson)
Date Sampled: 105/2016 (Average of DG-1, DG-2)
McCarthy Improvement T-85 Permit No. WQ0035749
11.30 % Solids
1167 nT4
� a ;�Paraitteter
?10i)�(M
� r °°%
Y1`ig/KgDryyR'eigbt
' 'PoandsJDry Toii� t
xU(102±�
Nitrogen (TKM
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0-000
PAN (injected)*
0.000
0.000
0.000
PAN surface.*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
44.050
440,500.000
881.000
Magnesium
-
0.000
Sodium
-
0.000
Sulfur
-
0.000
Nitrate N / Nitrite N
-
0.000
Barium
-
0.000
Chloride
-
0.000
Iran
-
0.000
Aluminum
-
0.000
Arsenic
--
0.000
Cadmium
-
0.000
Chromium
-
0.000
Copper
-
0.000
Lead
-
0.000
Mercury
-
0.000
Molybdenum
-
0.006
Nickel
-
0.000
Selenium
-
0.000
ginc
-
0.000
waypoint Average
_ *Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)CI'KN Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TIQd Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
y Note: Constituents N.D. (Not Detected) or <detection limits are listed as detection limits
for calculation purposes.

% Solids
Catcinm Carbonate Equivalence
Calcium Carbonate Equivalence
McCarthy Improvement - I-85
60094
13.87
860 pounds/dry ton
497 pounds/1000 gallons
LIME
E uivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 W
1000
1.16
2,010
46
2000
2.33
4,021
92
3000
3.49
6,031
138
4000
4.65
8,042
185
5000
5.81
10,052
231
6000
6.98
12,063
277
7000
8.14
14,073
323
8000
9.30
16,083
369
9000
10.47 '
18,094
415
10000
11.63
20104
462
11000
12.79
22,115
508
12000
13.95
24,125
554
13000
15.12
26136
600
14000
16.28
28,146
646
15000
17.44
30,156
692
16000
18.60
32,167
738
17000
19.77
34,177 .
785
18000
20.93
36,188
831

% Solids
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
McCarthy Improvement - I-85
60095
8.73
902 pounds/dry ton
328 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000 ft2
1000
1.11
3,045
70
2000
2.22
6,091
140
3000
333
9136
210
4000
4.43
12,182
280
5000
5.54
15,227
350
6000
6.65
18,272
419
7000
7.76
21318
489
8000
8.97
24,363
559
9000
9.98
27,409
629
10000
11.09
30,454
699
11000
12.20
.33,499
769
12000
13.30
36,545
839
13000
14.41
39,590
909
14000
15.52
42,635
979
15000
I6.63
45,681
1049
16000
1 17.74
48,726
1,119
17000
18.85
51,772
1,189
18000
19.96
54,817
1,258

% Solids -
Calcium Carbonate Equivalence
Calcium Carbonate Equivalence
McCarthy improvement I-35
Average
1130
881 pounds/dry ton
415 pounds/1000 gallons
LIME
Equivalent
DT/
Acre
Gallons/
Acre
Gallons/
1000112
1000
1.14
2,409
55
2000
2.27
4,818
111
3000
3.41
7,227
166
4000
4.54
9,635
221
5000
5.68
12,044,
276
6000
6.81
14,453
332
7000
7.95
16,962
387
8000
9.08
19,271
442
9000
10.22
21,680
498
10000
1135
24,088
553
11000
12.49
26,497
608
12000
13.62
28,906
664
13000
14.76
31,315
719
14000
15.89
33,724
774
15000
17.03
36133
829
16000 1
18.16
38,542
885
17000
1930
40,950
940
18000
20.43
43,359
995

Report Number
16-27"215 Page: 2 of 2
Account Number
08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West BessemberAve
Suite 202
Greensboro, NC 27408
Project: Willcox & Mahe
Waypoint_
ANALYTICAL
REPORT OF ANALYSIS
Lab Number: 60095
Sample Id : DG-2
Quantltation
Analysis
Result
Llmlt
Total Sofids , %
8.73
0.01
pH (Standard Units) , s.u.
11.68
Calcium Carbonate Equivalent, %
45.1
0.01 A
Moisture (Oven 105C) , %
91.27
0.10 F
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition. 199a
Standard Methods for the Analysis of Water and Wastewater, 1997
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
RESULTS ARE REPORTED ON A DRY WT. BASIS.
7621 Whitepine Road, Richmond, VA 23237
Main WA-743-9401 ° Fax [phone]
wwwmaypclntanalyticaLcom
Purchase Order:
ReportDate : 10/172016
Date Received : 10/042016
Date Sampled : 10/032016
Date and Time
iod Test Started
Analyst
54OG 10105201617.00
SW1
D45D 10/062016 08:55
JM
955.01 10/06201612:50
R D
2.2.01 10105201617:00
BW1
Pam« F 6&jvr
Paudc McGroary

Report Number
16-Z78-0215 Page: 1 of 2
Account Number
08361
Send To: Willcox & Mabe Soll Solutions, PLLC
1205 West SessemberAve
Suite 202
Greensboro, NC 27408
Project: Willcox& Mabe
Way point�
ANALYTICAL
REPORT OFANALYSIS
Lab Number. 60094
Sample Id : DG-1
Quantitation
7621 Whitepine Road, Richmond, VA23737
Main 804-743-9401 ° Fax [phone]
www.waypotntanalydcal.com
Purchase Order:
ReportDate : 10/172016
Date Received: 10/0417016
Date Sampled: 10/032016
Analysis
Result
Lima
Method
Total Solids , %
13.87
0.01
SM-254OG
pH (Standard Units), s.u.
11.66
SW-9045D
Calcium Carbonate Equivalent, %
43.0
0.01
AOAC 955.01
Moisture (Oven 105C) , %
86.13
0.10
AOAC 2.2.01
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
StandardMethods for the Analysis of Water and Wastewater, 199T
USEPA _ SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
RESULTS ARE REPORTED ON A DRY WT. BASIS.
Date and Time
Test Started
Analyst
10/05201617:00
BW1
10/062016 08:55
JM
1010620161250
R D
10105201617:00
BWi
i Grza me &Wr
Pauric McGroary

ST WOOTEN
C203646
I-85 / GRANVILLENANCE
DGS - 2017

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (S.T. Wooten)
Date Sampled: 10/12/2017 (DG-1)
S T Wooten - I-85 Granville County Permit No. WQ0035749
38.30 %Solids
12.31 off
Parameterag.
.
g/KgkkDryd�`1�etgiit
}4C
Pou`nds/Dp iy,�Ton
1
(N1 /K x�0.002 s.i
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN in'ected *
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
24.100
:::'241;000.000
482.000
Magnesium
--
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
--
0:000 -
Co er
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint 56633
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate'N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

S T Wooten - 1-85 Granville County
56633
% Solids, 38.30
Calcium Carbonate Equivalence 482 pounds/dry ton
Calcium Carbonate Equivalence 770 pounds/ 1000 gallons
LIME Applied
Eguivalent (lbs/Ac)
DT/Acre
I
Gallons/Acre
I I
I
1000
2.07
1,299
30
2000
4.15
2,598
60
3000
6.22
3,897
89
4000
8.30
5,196
119
5000
10.37
6,495
149
6000
12.45
7,794
179
7000
14.52
9,093-
209
8000
16.60
10,392
239
9000
18.67
11,691
268
10000
20.75
12,990
298
11000
22.82
14,289
328
12000
24.90
15,588
358
13000
26.97
16,887
388
14000
29.05
18,186
x
418
5000
31.12
19,485
447
16000
33.20
20,784
477
17000
35.27
1 22,083
507
18000
37.34
23,382
--537

Report Number
17-289-0206 Page: 1 of 2
Account Number
08361
Send To: Willcox & Mabe Soil Solutions, PLLC
7231 B. Summerfield Rd
Summerfield , NC 27358
Project: S T Wooten 1-85 Granville County
s
Waypoint
ANALYTICAL
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order : 17-04
Report Date : 10/20/2017
Date Received : 10/16/2017
Date Sampled : 10/12/2017
Lab Number: 56633
Sample Id : DG-1
Quantitation
Analysis
Result
Limit
Method
pH, s.u.
12.31
1.00
SW-9045D
Calcium Carbonate Equivalent, %
24.1
0.25
AOAC 955.01
Moisture (Oven 105C) , %
38.30
0.10
AOAC 2.2.01
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
Pofi'r. #1C 60wr
Date and Time
Test Started
Analyst
10/17/2017 09:00
R D
10/19/2017 10:30
R D
10/17/2017 09:00
MMT
Pauric McGroary

J
0
NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (S.T. Wooten)
Date Sampled: 10/12/17 (DG-2)
S T Wooten - 1-85 Granville County Permit No. WQ0035749
40.25 % Solids
12.22 nH
4parameterMg/ryyWe�ght
KgD
Ohl"�
:(/o�z=10;000),
�'� Potinds/DryTon
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
22.600.
226,000.000
452.000
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
Iron
---
---
0.000
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0:000-
Co er
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000.
Selenium
---
0.000
Zinc
---
0.000
Waypoint 56634
_} *Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
-� for calculation purposes.
r-�
r

ff
S T Wooten - 1-85 Granville County
56634
% Solids 40.25
Calcium Carbonate Equivalence 452 pounds/dry ton
Calcium Carbonate Equivalence 759 pounds/1000 gallons
LIME Applied
Equivalent (lbs/Ac) I
DT/Acre
I
Gallons/Acre
I
I
1
Gallons/
1000 ft2
1000
2.21
1,318
30
2000
4.42
2,636
61
3000
6.64
3,954
91
4000
8.85
5,273
121
5000
11.06
6,591
151
6000
13.27
7,909
182
7000
15.49
9,227
212
8000
17.70
10,545
�4 Aj, Lqtg 1
242
9000
19.91
11,863
272
10000
22.12
13,181
1; 70-i M I -
303
11000
24.34
14,499
333
12000
26.55
15,818
363
13000
28.76
17,136
%IMMOM M-1,
393
14000
30.97
18,454
424
15000
33.19
19,772
454
16000
3 5 A 0
21,090
04
17000
37.61
22,408
514
18000
39.82
23,726
545
w

Report Number
17-289-0206 Page: 2 of 2
Account Number
08361
Send To: Willcox & Mabe Soil Solutions, PLLC
7231 B. Summerfield Rd
Summerfield , NC 27358
Project: S T Wooten 1-85 Granville County
waypoint
ANALYTICAL
REPORT OFANALYSIS
Lab Number: 56634
Sample Id: DG-2
Quantitation
Analysis Result Limit
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www•waypointanalytical.com
Purchase Order : 17-04
Report Date : 10/20/2017
Date Received : 10/16/2017
Date Sampled: 10/12/2017
Method
pH, s.u.
i
12.22
1.00
SW-9045D
Calcium Carbonate Equivalent, %
22.6
0.25
AOAC 955.01
M ' t O 105C) 0/
4025
0.10
AOAC 2.2.01
os ure ( ven , o
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
Date and Time
Test Started
Analyst
10/17/2017 09:00
R D
10/19/2017 10:30
R D
10/17/2017 09:00
MMT
1 oru c. 1 , 604pr-'
Pauric McGroary

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual Type: Diamond Grinding Slurry (S.T. Wooten)
Date Sampled: 110/12/2017 (Average of DG-1, DG-2)
S T Wooten - I-85 Granville County Permit No. WQ0035749
39.28 % Solids
»77.14
Parameters "r F
% M
M'g/Kg Dry'W. ht,
00
f Poundihfi, Ton
Nitrogen (TKN)
0.000
0.000
Phosphorus
0.000
0.000
Potassium
0.000
0.000
PAN (injected)*
0.000
0.000
0.000
PAN (surface)*
0.000
0.000
0.000
Ammonia Nitrogen
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
23.350 °
467.000.'
Magnesium
---
0.000
Sodium
---
0.000
Sulfur
---
0.000
Nitrate N / Nitrite N
---
0.000
Barium
---
0.000
Chloride
---
0.000
Iron
---
0.000
Aluminum
---
0.000
Arsenic
---
0.000
Cadmium
---
0.000
Chromium
---
0.000-
Copper
---
0.000
Lead
---
0.000
Mercury
---
0.000
Molybdenum
---
0.000
Nickel
---
0.000
Selenium
---
0.000
Zinc
---
0.000
Waypoint Average
*Determination of Plant Available Nitrogen (PAN):
Injected Application:
(Mineralization Rate)(TKN-Ammonia N) + Ammonia N + Nitrate N + Nitrite N = % PAN
Surface Application:
(Mineralization Rate)(TKN-Ammonia N) + (0.5)(Ammonia N) + Nitrate N + Nitrite N = % PAN
Note: Constituents N.D. (Not Detected) or < detection limits are listed as detection limits
for calculation purposes.

S T Wooten - 1-85 Granville County
Average
% Solids 39.28
Calcium Carbonate bonate Equivalence 467 pounds/dry ton
Calcium Carbonate Equivalence 765 pounds/1000 gallons
LIME Applied
Equivalent
DT/Acre
Gallons/Acre
Gallons/
1000 ft2
1000
2.14
1,307
30
2000
4.28
2,615
60
3000
6.42
3,922
as a
90
4000
8.57
5,230
120
5000
10.71
6,537
150
6000
12.85
1 7,845
180
7000
14.99
9,152
� VW
210
8000
17.13
10,460
240
9000
19.27
11,767
IMPTNMM
270
10000
21.41
13,075
1'-
"AINPIN141,110
300
11000
23.55
14,382
41 " 1,0! 11- P-M-MI
330
12000
25.70
15,690
360
13000
27.84
16,997
390
14000
29.98
18,305
420
15000
32.12
19,612
MMMUM
450
16000
34.26
20,919
480
17000
36.40
22,227
510
18000
38.54
23,534
540

"? GRANVILLE FARMS (SUBCONTRACTOR) TO- GRANITE CONSTRUCTION
C203166
I-440 / WAKE
DGS - 2016

i
Report Number
16-313-0211 Page: 1 of 2
Account Number
04596
Send To: Sol] Plus, LLC
Scott Carpenter
P.O. Box 1396
Oxford, NC 27565
Project : Fortify Forty NCDOT
Lab Number: 60592
Sample Id : Granite 440
Analysis
Total Solids , %
Moisture, %
Total Sulfur , %
Ammonia Nitrogen, %
Nitrate+Nitrite-N , mg/Kg
pH (Standard Units), s.u.
Alkalinity (as CaCO3) , mg/Kg
Available Phosphorus as P205 , %
Available Potassium (as K20) , %
Total Nitrogen , %
Phosphorus (as P205) , %
. k,47,
Way,,Pol
ANALYTICAL
REPORT OF ANALYSIS
Result
0.35
99.64
0.04
0.03
<25.0
12.07
1430
0.51
0.030
0.01
0.51
Quantitation
Limit
0.01
0.01
0.01
0.01
25.0
1.00
7
0.01
0.010
0.01
0.0'I
7621 Whitepine Road, Richmond, VA 23237
Main 804.743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order :
Report Date
: 11/15/2016
Date Received : 11/08/2016
Date Sampled
Date and Time
Method
Test Started
Analyst
SM-2540G
11/08/201615:00
JM
SM-254OG
11/08/201615:00
JM
AG TOTAL METALS
11/09/2016 10:00
MT
SM-4500-NH3C
11/09/201610:40
JM
4500NO3F-2011
11/09/201614:38
SJB
SW-9045D
11/09/201612:20
JM
SM-2320 B
11/09/2016 09:30
JM
AOAC 993.31
11/09/2016 10:00
MT
AOAC 983.02
11/09/2016 10:00
MT
AOAC 2.4.02
11/09/2016 10:00
BW
AG TOTAL METALS
11/09/2016 10:00
MMT
p6 iG #1C 1011
Pauric McGroary

Report Number
16-313-0211 Page: 2 of 2
Account Number
04596
Send To: Soil Plus, LLC
Scott Carpenter
P.O. Box 1396
Oxford, NC 27565
Project: Fortify Forty NCDOT
Lab Number: 60592
Sample Id : Granite 440
REPORT OF ANALYSIS
Quantitation
Analysis Result Limit
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
SM-4500-NO3F Nitrate+Nitrite Nitrogen by FIA
Standard Methods for the Analysis of Water and Wastewater, 1997
Standard Methods for the Analysis of Water and Wastewater, 20th Ed. 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalocal.com
Purchase Order
Report Date : 11/15/2016
Date Received : 11/08/2016
Date Sampled
Date and Time
Method Test Started Analyst
?W�e- X 6AWr
Pauric McGroary

GRANVILLE FARMS (SUBCONTRACTOR) TO - IVS
C203166
I440 / WAKE
DGS - 2016

Report Number
16-313-0212 Page: i of 2
Account Number
04596
Send To: Soil Plus, LLC
Scott Carpenter
P.O. Box 1396
Oxford , NC 27565
Project : Fortify Forty NCDOT
Lab Number: 60593
Sample Id : IVS 440
Analysis
Total Solids , %
Moisture , %
Total Sulfur , %
Ammonia Nitrogen, %
Nitrate+Nitrite-N , mg/Kg
pH (Standard Units) , S.U.
Alkalinity (as CaCO3) , mg/Kg
Available Phosphorus as P205 , %
Available Potassium (as K20) , %
Total Nitrogen , %
Phosphorus (as P205) , %
a
Waypoint.
kNALYTICAL
REPORT OF ANALYSIS
Result
0.43
99.66
0.02
0.01
<25.0
12.14
1750
0.08
0.030
0.01
0.08
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order:
Report Date : 11/15/2016
Date Received : 11/08/2016
Date Sampled:
Quantitation
Date and Time
Limit
Method
Test Started
Analyst
0.01
SM-2540G
11/081201615:00
JM
0.01
SM-254OG
11/08/201615:00
JM
0.01
AG TOTAL. METALS
11/09/2016 10:00
MT
0.01
SM-4500-NI3C
11/09/201610:40
JM
25.0
4500NO317-2011
11/091201614:39
SJB
1.00
SW-9045D
11/09/201612:20
JM
7
SM-2320 B
11/09/2016 09:30
JM
0.01
AOAC 993.31
11/09/2016 10:00
MT
0,010
AOAC 983.02
11/09/2016 10:00
MT
0.01
AOAC 2.4.02
11/09/2016 10:00
BW
.0.01
AG TOTAL METALS
11/09/2016 10:00
MMT
Pauric McGroary

0 7621 Whitepine Road, Richmond, VA 23237
m Fax
446
Report Number in"Tii-n , Main 804www.way polntanalOc 6 om
p Page: 2 of 2 WOYP� �r www. YP
16-313-0212 ANAL-Y-«CAL
Account Number
04596
Send To: Soil Plus, LLC
Scott Carpenter
P.O. Box 1396 purchase Order
oxford, NC 27565 Report Date' 11115l2016
Date Received : 11/08/2016
Project : Fortify Forty NCDOT OF ANADate Sampled
REPORT OF
Date and Time
Lab Number: quantitation Test Started Analyst
60593
Sample Id : IVS 440 Limit Method
Result
Analysis
Method Reference:
Analysis of AOAC International, 17th Edition, 1998
Official Methods of en by FIA
SM-4500-NO3F Nitrate+Nitrite Nitro9.
Pauric McGroary

HIGHLAND PAVING Ca'LW
C203651
I-95 FAYETTEVILLE / CUMBERLAND
HOS - 2016
FJ

Environmental Chemists, Inc.
envirochemj 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
sM 255-A.Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS [e-mail]
Lewis Farms & Liquid Waste, INC.
8155 Malpass Corner Road
Currie NC - 28435
Attention: Wesley Wooten
W, Lab 1D
16-34228
Test
Date of Report: Oct 19,-2016
Customer PO M
Customer ID: 14020008
Report #: 2016-14091
Project ID: 1-95 Hydro Water
Sampled by
Client
Date Analyzed
CCE tionc 1.005 <0.1 % 10/07/2016
Alkalinity sM 2320B 1710 mg/L 10/03/2016
Total Solids M SM 2540 a 0.16 % 09/30/2016
pH snriasoo y B 12.4 units 10/06/2016
Sample ID: Collect Date/Time - Matrix
Site: 1-95 Hydro Water -Fayetteville 9/29/2016 Water
Method Results
Comment:
r
Reviewed by:
Ror,r,rt-t�-- ?n1a_1ena1 Page 1 of 1

6602
WindmilWay Wilmington, NC 28405
r 11
ENVIRONMENTAL CHEMISTS, INC OFFCE•910I392-0 23FAX[phone]
NCDENi2: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 [e-mail]
•Analytical & Consulting Chemists
�r A..f�TA►1\/
DENT:
PROJECT NAME:
REPORT NO:
,DDRESS:
CONTACT NAME:
PO NO:
REPORT TO' ;
PHONE/FAX:
COPY TO:
email:
r-/.
Sample Identification
SAMPLE TYPE; I Influent,
E
Transfer I . Relinquished BY:. l ualerI111ty
affluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, atner:
1 PRESERVATION.
o 0 0 ANALYSIS REQUESTED
0 s = z z p'
Received By: — I Date/Time
1.
2.
Temperature when Received: Accepted: Rejected: Resample Re es d:
'-1,7A Date: 3a Time:

HIGHLAND PAVING CO LLC
C203819
I-95 LUMBERTON / ROBESON
HOS - 2016

i-,
7enviroche-m7--A
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 6 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
[e-mail]
-3
-
Lewis Farms & Liquid Waste, INC.
Date of Report:
May 27, 2016
_
8155 Malpass Corner Road
Customer PO #:
Currie NC 28435
Customer ID:
14020008
Attention: Wesley Wooten
Report #:
2016-06736
Project ID: 1-95
Hydro Water
Lab ID Sample ID:
Collect Date/Time Matrix
Sampled by
16-15986. Site:1-95 Hydro Water
5/21/2016 Water
Client
Test Method Results Date Analyzed
^ CCE AOAC 1.005 <0.1 % 05/23/2016
Alkalinity SM 2320B 1820 mg/L 05/26/2016
Total Solids {%) SM 2540 B <0.1 % 05/23/2016
pH SM 4500 H B 12.3 units 05/25/2016
Comment:
" 1
Reviewed by: 1
wo,..,.r a.. )n1r nA7RA Page 1 of t

Way
ton
ENVIRONMENTAL CHEMISTS, INC OFFICE: 910i1392-0223i1FAXg940-392-44240
NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729 [e-mail]
Analytical & Consulting Chemists
COLLECTION AND CHAIN OF CUSTODY
Client: Lc v i7 ai. -I s L . ��« �.f G� s
PROJECT NAME: .d! " �! cii.� G./c
REPORT NO:
ADDRESS:
CONTACT NAME:
PO NO:
REPORT TO: eA,1(% t✓ov
PHONE/FAX:
COPY TO: /u491,
email:
Sampled Bv: r— SAMPLE TYPE: I = Influent. E = Effluent, W = Well. ST = Stream, SQ = Soil, SL = Sludqe, Other:
Sample Identification
Collection
T
H
w
N A
°a. 0,
U
C(
2 g
V
b y
o a
E
U
2 Lu
m
z
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
w
z
=
o
s
y
=
z
o
W
iE
1�
G;
G
C
P
G
G
C
P
G,
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
1.
2.
Temperature when Received: Accepted:
Delivered By: UJ Received By:
Comments:
Resample Requested: ,A!
. Date: S� Time:?
TURNAROUND:

FLATIRON CONSTRUCTORS INC - BLYTHE DEVELOPMENT CO JOINT VENT
C203399
EASTERN LOOP / WAKE
DGS - 2017

Report Number
17-289-0206A Page: 1 of 2 Account Number Waypoint
ANALYTICAL
Send To: Granville Farms, Inc
Project : Eastern Loop, Wake County
REPORT OF ANALYSIS
Lab Number: 56683
Sample Id : DG-1
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 0 Fax [phone]
www.waypointanalytical.com
Purchase Order : 17-628
Report Date : 1/20/2017
Date Received : 1/16/2017
Date Sampled : 1/12/2017
n o
Quantitation
Date and Time
Analysis
Result
Limit
Method
Test Started
Analyst
pH , s.u.
12.11
1.00
SW-9045D
1/17/2017 09:00
R D
Calcium Carbonate Equivalent, %
24.1
0.25
AOAC 955.01
1/19/2017 10:30
R D
M ' t Ov 105C) 0/
3830
0.10
AOAC 2.2.01
1/17/2017 09:00
MMT
ois ure ( e
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
Pauric McGroary

Report Number
17-289-0206AA Page: 2 of 2
Account Number
Send To: Granville Farms, Incl
.Project: Eastern Loop, Wake County
•
Waypoint
ANALYTICAL
REPORT OF ANALYSIS
Lab Number: 56634
Sample Id : DG-2
Quantitation
Analysis Result Limit
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order: 17-628
Report Date : 1/20/2017
Date Received : 1/16/2017
Date Sampled : 1/12/2017
Method
pH , s.u.
12.02
1.00
SW-9045D
Calcium Carbonate Equivalent, %
22.6
0.25
AOAC 955.01
0
34 25
010
AOAC 2.2.01
Moisture (Oven 105C) , To
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
Date and Time
Test Started
Analyst
1/17/2017 09:00
R D
1 /42017 10:30
R D
1/17/2017 09:00
MMT
�f4c. m` 1eo"r
Paudc McGroary

n
17
4j
lL
AMERICAN CONTRACTING & SERVICES INC
DD00207
1-95 BRIDGE PRESERVATION / CUMBERLAND
. HOS - 2017

Page: 1 of 1
Report Number: 16-312-0202A
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
1205 West Bessember Ave
Suite 202
Greensboro, NC 27408
Lab Number: 60556A
Sample Id : DG-2
•
Waypoi nt' 7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
Project-: American Contracting - 1-95 Smithfield
REPORT OFANALYSIS
Date Sampled: 10/21/2017 14:15:00
Date Received: 10/22/2017 00:00
Date Reported: 10/27/2017
Total Solids1.11 111uu 1Uu.0 K U "1U/Z3/ZU"1 / 14:40 JIVI-Z04U0
Moisture " 08.89 100.0 R D 10/23/2017 14:45 SM-254OG
pH (Standard Units) * 11.35 1.00 JM 10./23/2017 09:15 SW-9045D
Calcium. Carbonate Equivalent 16.10 161000 2500 R D 10/23/2017 09:30 AOAC 955.01
Comments:
All values are on a dry weight basis except as noted_ by asterisk. - Detection .limit on all N series is .on a wet basis.
Our reports and letters are for the exclusive and confidentialuse of our clients, and may not be reproduced in whole or 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.
Debbie Holt
Laboratory Supervisor

BARNHILL CONTRACTING COMPANY
C203694
I-95 RESURFACING AND BRIDGE REHAB / CUM 3ERLAND
' HOS — 2017

1
Page: 1 of 1
Report Number: 16-312=0202AA
•
Account Number: 08361 way O' ■ ■ ir.r 7621 Whitepine Road, Richmond, VA 23237
p Main 804-743-9401 ° Fax [phone]
ANALYTICAL www.waypointanalytical.com
Send To: Willcox& Mabe Soil Solutions, PLLC -Project : Barnhill Contracting - 1-95 Smithfield
1205 West Bessember Ave
Suite 202
Greensboro , NC 27408
Lab Number: 60556AA
Sample Id : HOS-1
Total Solids
Moisture*
pH (Standard Units)
Calcium Carbonate Equivalent
Comments:
REPORT OF ANALYSIS
Date Sampled: 1/21/2017 14:15:00
Date Received: 1 /22/2017 00:00
Date Reported:, 1/27/2017
1.35 135-00
100.0
R D
1 /23/2017 14:45
98.64
100.0
R D
1 /23/2017 14:45
11.35
1.00
J M
1 /23/2017 09:15
18.10 181000
2500
R D
1/23/2017 09:30
All values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole.or 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.
SM-2540G
SM-2540G
SW-9045D
AOAC 955.01
9'&A �_
Debbie Holt
Laboratory Supervisor

BUCKEYE BRIDGE LLC
DD00157
NEUSE RIVER BRIDGE PRESERVATION -NC 581
HOS - 2016

Report Number
17-289-0206A Page:1 of 2
Account Number
08361
Send To: Willcox & Mabe Soil'Solutions, PLLC
7231 B. Summerfield Rd
Summerfield , NC 27358
Project : Buckeye Bridge - Neuse River Bridge - NC 581
•
Waypo'nt
ANALYTICAL
REPORT OF ANALYSIS
Lab Number: 56633A
Sample Id: HOS-1
Quantitation
Analysis
Result
Limit
Me
pH, s.u.
12.31
1.00
SW -
Calcium Carbonate Equivalent, %
24.1
0.25
AOAC
Moisture (Oven 105C) , %
98 30
0.10
AOA(
Method Reference:
Official Methods of Analysis of-AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating -Solid Wastes,,Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Purchase Order : 15-10
Report Date : 7/20/2016
Date Received : 7/16/2016
Date Sampled : 7/12/2016
Date and Time
iod Test Started
Analyst'
)45D 7/17/2017 09:00
R D
l55.01 7/19/2017 10:30
R D
?.2.01- 7/17/2017 09:00
MMT
Pauric McGroary

J
Report Number
17-280-0206A Page: 2 of 2
l 7621 Whitepine Road, Richmond, VA 23237
Account Number Wa i nt Main 804-743-9401 ° Fax [phone] l
'08361 " ANALYTICAL www.w.aypointantilytical.com
Send To: Willcox & Mabe Soil Solutions, PLLC. =
7231 B..Summerfield Rd
Summerfield , NC 27358
Purchase Order : -15-10
Project : Buckeye Bridge - Neuse River Bridge - NC 581 Report Date 7/20/2016
Date Received : 7/16/2016
REPORT OF ANALYSIS
Date Sampled: 7/12/2016
Lab Number: 56634A
Sample Id : H08-2
Quantitation Date and Time
Limit Method Test Started Analyst
Analysis Result. .
pH, s.u. 12.22 1.00 SW-9045D 7/17/2017 09:00 . R D
Calcium. Carbonate Equivalent, % . 22.6 - 0.25 AOAC 955.01 7/19/2017 10:30 R D
Moisture (Oven 105C) , % 99.25 0.10 AOAC 2.2.01 7/17/2017 09:00 MMT
Method Reference:
Official Methods of Analysis of AOAC International, 17th Edition, 1998
USEPA, SW-846, Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods, 3rd Ed. Current Revision
Comments:

I'
DIAMOND GRINDING SLURRY (DGS)
HYDRODEMOLITON OPERATION SLURRY (HOS)
pH AND LAND APPLICATION LOGS

APAGATLANTIC THOMPSON ARTHUR DIVISION
C203854
40 BUSINESS / US 52 / FORSYTH
DGS - 2017

mResidials Applicatio�i
Summary
#; r
P3
.peraiIna TFeroro'mi
1::f I_t;:
roject i.t"1c�rr� crl'1 -ht�>!. tr�L-th-�-: J t J
f}eLP�><cahon,State
piete whebM'equired
Sitc cond_inons Dry
Moist Wet Frozcn
s 'Weathcreond�tidr*s £air`
4
_ .Partly Cloudy Cloudy ;Rain`
Temperafure (de"gree`s�F) 90.
7,l) 9Q' 32=70
Time at:
'Coati
'
j
�k_ Y
Fdciliiy
v
Residuals
—
Uiiif,`
A `.,. _
p�'
,;.�
Gonc ;
-
%A Ilov�ed
;
L rti Factor
-
Date
Field
(s}
4 Landotivner
,:Count}!/Site(Ftelda+
Tti, e
Quantify'
-
-
Glti4rT1,,CXILBS
D.fettiod.,
ApplRate :„
,
1\/P%L/T
�.6j•
iq �
a� � �
4
l '' d
/}.k/ nr�'}�
� _—_ _-
.. - ._.._..1
L•�.. �...._L_�...
ti - -
`_���
1
- -
f
lJI-�D
`,3(2LI--1_.-..._.-_$3'.'.....a�,�.i
_
r '
1�
-
_ —
i \
•_ _
41
i6
-
- -
—
�'
{
F --s
n sxf4'-J � y v
r
i
u T�TALA
$io: GrLen:s responsible for meeting the Vector Etrhrdugh m�ection or i"ncorpgation, comps~,elow wlcri fillii.outth'e,,r ai) ,.Summary
3rctton.ReductioAregmcntsa
poi=t Form;(thxs is not applicable toTruck P�cports): - -`' ?� • "
L List hours oC.land apphcariongoperanons Sta d
n t
check one .:: W6&ion:, or [] Inco oration wrthm;6 hours df .1?lpsolids-a hcation: Mans ec s Si nahire.
2,. VAR was met tliro4ghz( ), rp r - - r . _ . pp - g ' g cam'` �f" ✓.,_s
Ycpow Clime' - _ -

.:. ..B�I:.r{�:,
ADING
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HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): APAC-ATLANTIC INC THOMPS.ON ARTHUR DIVISION
Project Location: 40 BUS/52/FORSYTH — C203584
Project Description: DIAMOND GRINDING SLURRY
Land Application
Operator in Responsible Charge: BIOGREEN
Unit Sampled -
Date pH Sample Collected
Date pH Analyzed /
Lab or Field Sample
pH Measurement
(Truck, Frac Tank,
Reported
Dewatering Box, etc.)
3/23/17
3/23/17
FIELD
12.15
TANK # 1
3/23/17
3/23117
FIELD
12.29
TANK # 2
3/23/17
3/23/17
FIELD
12.09
TANK # 3
3/24/17
3/24/17
FIELD
12.22
TANK # 3
3/24/17
3/24/17
FIELD
12.08
TANK # 4
3/25/17
3/25/17
FIELD
12.29
TANK # 4
3/25/17
3/25/17
FIELD
12.33
TANK # 2
3/29/17
3/29/17
FIELD
12.01
TANK # 2
3/29/17
3/29/17
FIELD
12.09
TANK #4
3/29/17
3/29/17
FIELD
11.88
TANK # 3
3/30/17
3/30/17
FIELD
12.11
TANK # 4
3/30/17
3/30/17
FIELD
12.02
TANK # 3
3/30/17
3/30/17
FIELD
11.97
TANK # 2
4/5/17
4/5/17
FIELD
12.01
TANK # 1
4/5/17
4/5/17
FIELD
11.90
TANK # 4
4/5/17
4/5/17
FIELD
11.87
TAN K # 2
4/5/17
4/5/17
FIELD
11.77
TANK # 3
4/10/17
4/10/17
FIELD
11.88
TANK # 2
4110/17
4/10/17
FIELD
11.72
TANK # 3
C:\Users\Rob\OneDrive for Business\Shared\WMSS Projects\2017\17-01 AMECWnnual Reports\2017 Annual Report\pH LOG - APAC.doc

3258
2ND CHANCE MATERIALS
6250 Walnut Cove Road, Walkertown, NC
336-595-5009
Date: // / � `/ 2
Company: yZ'u G
Job/Crew_
Materials In
Materials Out
Concrete Clean
Topsoil
Concrete Rebar
Screened Dirt
Concrete & Dirt
Recycle ABC
Stumps/Brush
Recycle #57
Asphalt
Recycle Fill
Dirt
Sand
Yard Waste
Mulch
Other
Other
r l �
Hauler Company Jo -rye &-5
Truck #d-/ `Z/ Size Cr U d
Time Driver Initials
"j—
r
3256
2ND CHANCE MATERIALS
6250 Walnut Cove Road, Walkertown, NC
336-595-5009
Date:
Company:
Jo b/Crew
Materials In
Materials Out
Concrete Clean
Topsoil
Concrete Rebar
Screened Dirt
Concrete & Dirt
Recycle ABC
Stumps/Brush
Recycle #57
Asphalt
Recycle Fill
Dirt
Sand
Yard Waste
Mulch
Other
Other
Hauler Company_
Truck 0 �' Size Q tact cf
Time Driver Initials
r

0C)1 00t
601 I Sol j- A
0 ; aMon `
2ND CHANCE MATERIALS �� A
6250 Walnut Cove Road, Walkertown, NC
336-595-5009
r7
Date: _/ T_S — l
Comp ny:-ds'1') e,6 Z 8 Pir/
Job/Crew
Materials In
Materials Out
Concrete Clean
Topsoil
Concrete Rebar
Screened Dirt
Concrete & Dirt
Recycle ABC
Stumps/Brush
Recycle #57
Asphalt
Recycle Fill
Dirt
Sand
Yard Waste
Mulch
Other
Other
Hauler Company
Truck #IN Size `
r----
Time Driver Initials
Tr
r 'T
4 ' r

JT RUSSELL & SONS INC
C203853
I-85 / ROWAN
DGS - 2016
r

Project Name JT Russell Sons - C203853/WBS52022.3.1/TIP 1-5741
(Source of HOS/DGS):
DIAMOND GRINDING SLURRY - LAND APPLICATION LOG
7/16/2016
7/18/2016
7/20/2016
7/27/2016
8/1/2016
8/2/2016
8/3/2016
8/4/2016
8/13/2016
8/18/2016
8/19/2016
8/20/2016
8/25/2016
8/29/2016
8/30/2016
8/31/2016
9/1/2016
9/6/2016
gallons
L'ocati6h'
Latitud6&6-hgitude
4,500
DOT R/W
Lat-35'40'40.15"N; Long-80°24'49.66"W
9,500
DOT R/W
Lat-35'40'40.15"N; Long-80°24'49.66"W
6,500
DOT R/W
Lat-35'40'40.15"N; Long-80*24'49.66"W
24,500
Frank Small
Lat-35°40'42.05"N; Long-80°23'51.93"W
15,500
Frank Small
Lat-35°40'42.05"N; Long-80°23'51.93"W
23,000
Frank Small
Lat-35*40'42.05"N; Long-80°23'51.93"W
18,000
Frank Small
Lat-35'40'42.05"N; Long-80°23'51.93"W
18,000
Frank Small
Lat-35'40'42.05"N; Long-80'23'51.93"W
28,000
Frank Small
Lat-35°40'42.05"N; Long-80°23'51.93"W
30,000
Frank Small
Lat-35°40'42.05"N; Long-80°23'51.93"W
9,000
Frank Small
Lat-35`40'42.05"N; Long-80'23'51.93"W
27,000
Frank Small
Lat-35°40'42.05"N; Long-80°23'51.93"W
21,000
Frank Small
Lat-35°40'42.05"N; Long-80*23'51.93"W
3,500
Frank Small
Lat-35°39'57.10"N; Long-80'22'19.54"W
3,500
Frank Small
Lat-35°39'57.10"N; Long-80'22'19.54"W
28,000
Frank Small
Lat-35'39'57.10"N; Long-80'22'19.54"W
30,000
Frank Small
Lat-35°39'57.10"N; Long-80°22'19.54"W
48,000
Frank Small
Lat-35'39'57.10"N; Long-80'22'19.54"W
Total for Project 347,500

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): JT Russell & Sons — C203853/WBS52022.3.1/TIP 1-5741
Project Location: 1-85 from US 601 to US 52, Rowan County
Project Description: Diamond Grinding Slurry
Land Application
Operator in Responsible Charge: Ray Gambill - BioGreen
Date pH Sample Collected
Date pH Analyied / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
Truck, Frac Tank, Dewatering Box, etc.
' 7/16/16
7/16/16
Field
11.86
Truck
7/18116
7/18/16
7/18/16
7/18/16
7118/16
7120/16
Field
Field
Lab.
11.92
11.98
11.38
Truck
Truck
Grinding Machine
7/18116
7118/16
Lab
11.38
Grinding Machine
7/18/16
7/20/2016
7/18116
7/20/2016
Lab
Field
11.42
11.76
Grinding Machine
Frac Tank
7/27/2016
7/27/2016
Field
11.82
_.Frac Tank
8/1/2016
8/2/2016
8/1/2016
812/2016
Field
Field
11.98
12.02
Frac Tank
Frac Tank
8/3/2016
813/2016
Field
12.06
Frac Tank
8/4/2016
8/4/2016
Field
11.92
Frac Tank
8/13/2016
8/13/2016
Field
11.88
Frac Tank
8/18/2016
8/18/2016
Field
11.64
Frac Tank
8/19/2016
8/19/2016
Field
11.98
Frac Tank
8/20/2016
8/20/2016
Field
11.64
'Frac Tank
8/25/2016
8/25/2016
Field
11.88
Frac Tank
8/29/2016
8/29/2016
Field
12.12
Frac Tank
8/30/2016
8/30/2016
Field
11.98
Frac Tank
8/31/2016
8/31/2016
Field
12.06
Frac Tank
9/1/2016
9/1/2016
Field
11.92
Frac Tank
9/6/2016
9/6/2016
Field
11.88
Frac Tank

PENHALL COMPANY
C203785
I-85 / GUILFORD
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
6123/2016
Hwy 421 MM 129.5
Median South Bound
4000
25.57
6/23/2016
Hwy 421 MM 129.5
Median South Bound
3500
25.57
6/23/2016
Hwy 421 MM 129
Median South Bound
3500
25.57
6/23/2016
Hwy 421 MM 129
Median South Bound
4500
25.57
6/26/2016
Hwy 421 MM 128.5
Median South Bound
3500
25.57
6/26/2016
Hwy 421 MM 128.5
Median South Bound
4000
25.57
6/26/2016
Hwy 421 MM 128.5
Shoulder South Bound
2500
25.57
6/26/2016
Hwy 421 MM 128
Shoulder South Bound
4000
25.57
6/26/2016
Hwy 421 MM 127.5
Shoulder South Bound
2500
25.57
6/28/2016
Hwy 421 MM 127.5
Shoulder South Bound
3500
25.57
6/28/2016
Hwy 421 MM 127
Shoulder South Bound
5000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 6-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solid:
6/28/2016 .
Hwy 421 MM 127
Shoulder South Bound
5000
25.57
6/28/2016
Hwy 421 MM 194.5
Shoulder South Bound
2500
25.57
6/28/2016
Hwy 421 MM 194.5
Right Shoulder South Bound
5000
25.57
*6/29/2016
Hwy 421 MM 193
Shoulder South Bound
2500
25.57
6/29/2016
Hwy 421 MM 194
Shoulder South Bound
2500
25.57
6/29/2016
Hwy 421 MM 194.5
Shoulder South Bound
3500
25.57
6/29/2016
Hwy 421 MM 194:5
Shoulder South Bound
3500
25.57
6/29/2016
Hwy 421 034-5003 067 0104
Shoulder South Bound
4000
25.57
C:1Usersldsanders\Documents\Job 570084 Slurry DlsposaRLAND APPLICATION LOG 6-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785 -
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
7/5/2016
Hwy 421 034 — 067
Shoulder South Bound
2500
25.57
7/5/2016
Hwy 421 MM 193.5
Shoulder North Bound
2500
25.57
7/5/2016
Hwy 421 -
Shoulder North Bound
4500
25.57
7/6/2016
Hwy 421
Shoulder North Bound
4000 -
25.57
7/6/2016
Hwy 421
Shoulder South Bound
2500
25.57
7/7/2016
Hwy 421
Shoulder North Bound
2500
25.57
7/7/2016
Hwy 421
Shoulder North Bound
3500
25.57
7/7/2016
Hwy 421
Shoulder North Bound
1500
25.57
7/12/2016
Hwy 421 MM 190.5
Shoulder North Bound
2500
25.57
7/12/2016
Hwy 421 MM 190.5
Shoulder North Bound
5000
25.57
7/12/2016
Hwy 421
Shoulder North Bound
2500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 7-2016.doc

HYDRODEMOLITION .OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in. Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude 1 Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
7/12/2016
Hwy 421
Shoulder North Bound
4000
25.57
7/12/2016
Hwy 421
Shoulder North Bound
1000
25.67
7/13/2016
Hwy 421
Shoulder North
2500
25.57
7/13/2016
Hwy 421
Shoulder North
4000
25.57
7/13/2016
Hwy 421
Shoulder North
2500
25.57
7/13/2016
Hwy 421
Shoulder North
3000
25.57
7/13/2016
Hwy. 421
Shoulder North
4000
25.57
7/14/2016
Hwy 421
Shoulder North
3500
25.57
7/14/2016
Hwy 421
Shoulder North
1500
25.57
7/14/2016
Hwy 220
Shoulder South
4000
25.57
7/14/2016
Hwy 220
Shoulder South
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 7-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
r
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solid:
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
7/14/2016
Hwy 220
Shoulder South
2500
25.57
7/17/2016
Hwy 220
Shoulder South
2500
25.57
7/17/2016
Hwy 220
Shoulder South
5000
25.57
7/17/2016
Hwy 220
Shoulder South
4000
25.57
7/17/2016
Hwy 220
Shoulder South
4000
25.57
7/17/2016
Hwy 220
Shoulder South
3000
25.57
7/18/2016
Hwy 220
Shoulder South
5000
25.57
7/18/2016
Hwy 220
Shoulder South
5000
25.57
-7/1812016
185 North
Shoulder Pump Off
4500
25.57
7/18/2016
Hwy 220
Shoulder South
4000
25.57
7/18/2016
Hwy 220
Shoulder South
2500
25.57
C:1Usersldsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 7-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude 1 Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solid,,
. 7/19/2016
Hwy 220
Shoulder South
2500
25.57
7/19/2016
Hwy 220
Shoulder South
3500
25.57
7/19/2016
185 North
Shoulder Pump Off
4000
25.57
7/9/2016
185 North
Shoulder Pump Off
3500
25.57
7/19/2016
Hwy 220
Shoulder South
4000
25.57
7/20/2016
Hwy 220
Shoulder South
4000
25.57
7/20/2016
Hwy 220
Shoulder South
4500
25.57
7/20/2016
Hwy 220
Shoulder South
4000
25.57
7/20/2016
Hwy 220
Shoulder South
4000
25.57
7/20/2016
Hwy 220
Shoulder South
2000
25.57
7/21/2016
185 North
Shoulder Pump Off
2000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 7-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solid:
7/2112016
Hwy 220
Shoulder South
3500
25.57
7/21/2016
185 North
Shoulder Pump Off
2500
25.57
7/21/2016
Hwy 220
Shoulder North
5000
25.57
' 7/21/2016
Hwy 220
Shoulder North
2500
25.57
7/24/2016
Hwy 220
Shoulder North
4000
25.57
7/2412016
Hwy 220
Shoulder North
3500
25.57
7/24/2016
Hwy 220
Shoulder North
3000
25.57
7/24/2016
185 North
Shoulder Pump Off
2500
25.57
7/24/2016
Hwy 220
Shoulder North
500
25.57
7/25/2016
185 North
Shoulder Pump Off
2500
25.57
7/25/2016
185 North
-Shoulder Pump Off
3000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 7-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
7/25/2016
Hwy 220
Shoulder North
2000
25.57
7/26/2016
Hwy 220
Shoulder North
4000
25.57
7126/2016
185 North
Shoulder North
4000
25.57
7/26/2016
Hwy 220
Shoulder North
3000
25.57
7/26/2016
Hwy 220
Shoulder North
2000
25.57
7/26/2016
Hwy 220
Shoulder North
4000
25.57
7126/2016
Hwy 220
Shoulder North
4000
25.57
7/28/2016
185 North
Shoulder Pump Off
3000
25.57
7/28/2016
Hwy 220
Shoulder North
2000
25.57
7/28/2016
Hwy 220
Shoulder North
3000
25.57
7/28/2016
Hwy 220
Shoulder South
4000
25.57
C:\Users\dsanders\Documents\Job 670084 Slurry DisposaALAND APPLICATION LOG 7-2016 6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
7/29/2016
185 North
Shoulder North
3000
25.57
7/29/2016
Hwy 220
Shoulder North
3000
25.57
C:UJsers\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 7-2016 7.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
25.57
8/4/2016
Hwy 220
Shoulder North
3000
25.57
8/4/2016
Hwy 421 South
Median South
4000
25.57
8/4/2016
Hwy 421 South
Median South
3000
25.57
8/9/2016
Hwy 421 South
Median South
3000
25.57
8/9/2016
Hwy 421 South
Median South
4000
25.57
8/9/2016
Hwy 220
Median South
3000
25.57
8/9/2016
Hwy 185 North
Shoulder Pump Off
3000
25.57
8/10/2016
Hwy 421 South
Median South
4000
25.57
8/10/2016
Hwy 421 South
Median South
4000
25.57
8/11/2016
Hwy 421 South
Median South
4000
25.57
8/11/2016
Hwy 421 South
Median South
4000
C:\Users\dsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 8-2016.doc

r
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
: 8/11/2016
Hwy 421 South
Median South
4000
25.57
8/1212016
Hwy 421 South
Median South
4000
25.57
8/12/2016
185 North
Shoulder Pump Off
3000
25.57
8/12/2016
185 North
Shoulder Pump Off A
3000
25.57
8/14/2016
Hwy 421 South
p.
Median South OHO �� ��
4000
25.57
8/14/2016
Hwy 421 South
Median South �� ,'.,o �
2000
25.57
8/14/2016
Hwy 421 South
Median South �OKI
3000
25.57
811412016
Hwy 421 South
Median South <O
4000
25.57
8/14/2016
Hwy 421 South
Median South ��
1500
25.57
8/15/2016
Hwy 421 South
Median South
3500
25.57
8/15/2016
Hwy 421 South
Median South
2000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
8/15/201fi
185 South
Shoulder Pump Off
3000
25.57
8/15/2016
185 South
Shoulder Pump Off
2000
25.57
8/15/2016
Hwy 421
Median South
2500
25.57
8/16/2016
Hwy 421
Median Shoulder
4000
25.57
8/16/2016
185 South
Shoulder Pump Off
4000
25.57
8/16/2016
185
Shoulder Pump Off
3500
25.57
8/16/2016
Hwy 421
Median South
2500
25.57
8/16/2016 .
Hwy'421
Median South
3500
25.57
8/17/2016
Hwy 421
Median South
3000
25.57
811712016
Hwy 421
Median South
2500
25.57
8/17/2016
185 South
Shoulder Pump Off
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
8/17/2016
185 South
Shoulder Pump Off
4000
25.57
8/17/2016
Hwy 421
Median South'
3000
25.57
,8/18/2016
Hwy 421
Median South
3500
25.57
8/18/2016
Hwy 421
Median South
3500
25.57
8/18/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
186 South
Shoulder Pump Off
4000
25.57
8/22/2016
185 South
Shoulder Pump Off
2000
25.57
8/2212016
Hwy 421
Median South
4000
25.57
8/23/2016
Hwy 421
Median South
4000
25.57
C:1Usersldsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 8-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solid:
8/23/2016
185 South
Shoulder Pump Off
3000
25.57
8/23/2016
Hwy 421
Median South
2000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3200
25.57
8/24/2016
Hwy 220
Median South
3500
25.57
8/24/2016
Hwy 220
Median South
4000
25.57
8/24/2016
Hwy 220
Median South
4000
25.57
8/24/2016
185 South
Shoulder Pump Off
5000
25.57
8/24/2016
Hwy 421
Median South
2500
25.57
8/24/2016
Hwy 220
Median South
2500
25.57
8/25/2016
Hwy 220
Median South
3500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible.Charge: Mike Miller
Date pH Sample Collected
Date -pH Analyzed/ Reported
Lab or Field Sample,
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/12/16
Field
11.80
Truck
7/1216
Field
11.80
Truck
7/12/16
Field
11.71
Truck
7/13/16
Field
11.80
Truck
7113/16
Field
11.80
Truck
7/13/16
Field
11.88
Truck
7/13/16
Field
11.82
Truck
7/13/16
Field
11.93
Truck
7/14/16
Field
11.78
Truck
7114/16
Field
11.85
Truck
7/14/16
Field
11.75
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 7-2016-2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG.
Project.Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
p P
Date H Analyzed / Reported
P y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/14/16
Field
11.86
Truck
7/1416
Field
11.82
Truck
7/17/16
Field
11.97
Truck
7/17/16
Field
11.95
Truck
7/17/16
Field
11.35
Truck
7/17/16
Field
10.91
Truck
7/17/16
Field
11.87
Truck
7/17/16
Field
11.71
Truck
7/18/16
Field
11.80
Truck
7/18/16
Field
11.10
Truck
7/1816
Field
11.30
Truck
CAUsers\dsanders\DocumentsWob 570084 Slurry Disposal\pH LOG 7-2016-2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location:. 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/18/16
Field
11.35
Truck
7/1916
Field
11.15
Truck
7/19/16
Field
11.10
Truck
7/19/16
Field
11.21
Truck
7/19/16
Field
11.31
Truck
7/17/16
Field
10.91
Truck
7/19/16
Field
11.30
Truck
7/20/16
Field
10.89
Truck
7/20/16
Field
11.05
Truck
7/20/16
Field
11.14
Truck
7/20/16
Field
10.84
Truck
CAL1sers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 7-2016-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203786
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
p p
Date H Analyzed / Reported
p Y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/20/16
Field
11.19
Truck
7/2116
'Field
10.88
Truck
7/21/16
Field
10.82
Truck
7/21/16
Field
11.16
Truck
7/21/16
Field
11.18
Truck
7/21/16
Field
10.97
Truck
7/24/16
Field
10.73
Truck
7/24/16
Field
10.66
Truck
7/24/16
Field
11.07
Truck
7/24/16
Field
10.82
Truck
7/24/16
Field
10.87
Truck
CAUsersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 7-2016-4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/25/16
Field
10.78
Truck
7/25/16
Field
11.00
Truck
7/25/16
Field
10.82
Truck
7/26/16
Field
10.95
Truck
7/26/16
Field
10.85
Truck
7/26/16
-
Field
10.72
Truck
7126/16
Field
10.64
Truck
7/26/16
Field
10.68
Truck
7/26/16
Field
11.09
Truck
7/28/16
Field
9.63 '
Truck
7/28/16
Field
10.90
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 7-2016-5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): G203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed J Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/28116
Field
11.23
Truck
7/28/16
Field
11.32
Truck
7/28/16
Field
11.86
Truck
7/29/16
Field
11.80
Truck
CAL1sers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 7-2016-6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/4/16
Field
12.18
Truck
8/4/16
Field
12.18
Truck
8/4/16
Field
12.16
Truck
8/9/16
Field .
11.91
Truck
8/9/16
Field
11.84
Truck
8/9/16
Field
11.59
Truck
8/9/16
Field
11.52
Truck
8/10/16
Field
11.89
Truck
8/10/16
Field
11.95
Truck
8/11/16
Field
11.76
Truck
8/11/16
Field
11.96
Truck
CAUsers\dsanders\DocumentsWob 570084 Slurry Disposal\pH LOG 2-14.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/11/16
Field
11.76
Truck
8/12/16
Field
11.20
Truck
8/12/16
Field
11.30
Truck
8/12/16
Field
11.70
Truck
8/14/16
Field
11.70
Truck
8/14/16
Field
11.33
Truck
8/14/16
Field
11.59
Truck
8/14/16
Field
11.49
Truck
8/14/16
Field
11.47
Truck
8/15116
Field
11.38
Truck
8115/16
Field
11.65
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16.doc

i
HYDRODEIIIIOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/15/16
Field
11.40
Truck
8/15/16
Field
11.24
Truck
8/15/16
Field
11.45
Truck
8/16/16
Field
11.76
Truck
8/16/16
Field
11.66
Truck
8/16/16
Field
11.48
Truck
8116/16
Field
11.43
Truck
8/16/16
Field
11.49
Truck
8/17/16
Field
11.60
Truck
8/17/16
Field
11.55
Truck
8/17/16
Field
11.82
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16-3.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG .
Project Name
(Source of HOS/DGS): C203785 '
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land. Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
-
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/17/16
Field'
11.36
Truck
8/17/16
Field
11.66
Truck
8/18/16
Field,
11.42
Truck
8/18/16
Field
11.28
Truck
8/18/16
Field
11.28
Truck
8/23/16
Field
11.67 ,
Truck
8/23/16
Field
11.52
Truck
8/23/16.-
Field
11.74
Truck
8/22/16
Field
11.59
Truck
8/22/16
Field
11.65
Truck
8/23116
Field
11.57
Truck
C:\Users\dsanders\DocumentsWob 570064 Slurry Disposal\pH LOG 8-16-4.doc .

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-86 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/23/16
Field
11.45
Truck
8/23/16
Field
11.32
Truck
8/23/16
Field
11.43
Truck
8/23/16,
-
Field
11.12
Truck
8/24/16
Field
11.87
Truck
8/24/16
Field
11.41
Truck
8/24/16
Field
11.66
Truck
8/24/16
Field
11.60
Truck
8/24/16
Field
11.42
Truck
8/24/16
Field
11.72
Truck
8/25/16
Field
11.73
Truck
CAUsersldsanderslDocuments\Job 570084 Slurry DisposakpH LOG 8-16-5.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 .From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date. pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
8/25/16
Field
11.67
Truck
8/25116
Field
11.51
Truck
8/25/16
Field
11.47
Truck
8/25/16
Field
11.62
Truck
8/26/16
Field
11.60
Truck
8/26/16
Field
11.77
Truck
8/26/16
Field
11.73
Truck
8/26/16
Field
11.63
Truck
8/29/16
Field
10.77
Truck
8/29/16
Field
11.68
Truck
8/29/16
Field
11.71
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16-6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
I"
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
P P
Date H Analyzed / Reported
p Y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/29/16
Field
11.72
Truck
8/29/16
Field
11.42
Truck
8/29/16
Field
11.53
Truck
8/30/16
Field
11.58
Truck
8/30/16
Field
11.98
Truck
8/30/16
Field
11.53
Truck
8/31/16
Field
11.92
Truck
8/31/16
Field
11.85
Truck
8/31/16
Field
10.82
Truck
8/31/16
Field
11.97,
Truck
8/31/16
Field
11.72
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16-7.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/7/16
Field
11.96
Truck
9/7/16
Field
11.88
Truck
9/7/16
Field
11.97
Truck
9/7/16
Field
11.98
Truck
9/8/16
Field
11.85
Truck
9/8/16
Field
11.95
Truck
9/8/16
Field
11.82
Truck
9/8/16
Field
11.62
Truck
9/9/16
Field
10.73
Truck
9/9/16
Field
11.87
Truck
9/9/16
Field
11.82
Truck
C:Wsersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 9-16.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: "5 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/9/16
Field
11.88
Truck
9/9/16
Field
11.96
Truck
9/9/16
Field
11.71
Truck
9/11/16
Field
11.56
Truck
9/8/16
Field
11.85
Truck
9/11/16
Field
11.94
Truck
9/11/16
Field
11.73
Truck
9/12/16
Field
11.61
Truck
9/12/16
Field
11.65
Truck
9/12/16
Field
11.64
Truck
9/12/16
Field
11.69
Truck
C:Wsers\dsanders\DocumentsUob 570084 Slurry Disposal\pH LOG 9-16-2.doc

HYDRODEMOLITIO'N OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG,
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
- 9/12/16
Field
11.67
Truck
9/12/16
Field
11.71
Truck
9/13/16
Field
11.55
Truck
9/13/16
Field
11.57
Truck
9/13/16
Field
11.65
Truck
9/13116
Field
10.89
Truck
9/13/16
Field
10.82
Truck
9/13/16
Field
11.69
Truck
9/14/16
Field
11.62
Truck
9/14/16
Field
11.59
Truck
9/14116
Field
11.82
Truck
CAUsersldsanders\Documents\Job 570084 Slurry DisposahpH LOG 9-16-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
. 9/15/16
Field
11.50
Truck
9115/16
Field
11.71
Truck
9/15/16
Field
11.58
Truck
9/18/16
Field
11.54
Truck
9/18/16
Field
11.67
Truck
9/18/16
Field
11.53
Truck
9/20/16
Field
10.71
Truck
9/20/16
Field
11.61
Truck
9/23/16
Field
11.63
Truck
9/23/16
Field
11.47
Truck
9/23/16
Field
11.69
Truck
CAUsersldsanders\DocumentsUob 570084 Slurry DisposallpH LOG 9-16-4.doc

I t. I 2 1 1 1 1 1
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: I-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/25/16
Field
11.68
Truck
9/25/16
Field
11.62
Truck
9/25/16
Field
11.65
Truck
9/30/16
Field
11.70
Truck
9/30/16
Field
11.57
Truck
9/30/16
Field
11.64
Truck
9/30/16
Field
11.62
Truck
9/30/16
Field
11.60
Truck
CAUsersldsanders\DocumentsWob 570084 Slurry DisposahpH LOG 9-16-5.doc

HYDRODEMOLITION OPERATION
SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Str
let to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box;
10/02/2016
Field
11.69
Truck
10/02/2016
Field
11.67
Truck
10/02/2016
Field
11.61
Truck
' 10/02/2016
Field
11.65
Truck
r
10/02/2016
Field
11.31
Truck
10/03/2016
Field
11.65
Truck
10/03/2016
Field
11.62
Truck
10/03/2016
Field
11.61
Truck
10/03/2016
Field
11.71
Truck
10/03/2016
Field
11.57
Truck
10/04/2016
Field
11.48
Truck
i
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/04/2016
Field
11.22
Truck
10/04/2016
Field
11.62
Truck
10/05/2016
Field
11.51
Truck
10/05/2016
Field
11.49
Truck
16/05/2016
Field
11.67
Truck
10/05/2016
Field
11.62
Truck
10/10/2016
Field
11.67
Truck
10/03/2016
Field
11.61
Truck
10/10/2016
Field
11.64
Truck.
10/10/2016
Field
11.62
Truck
10/10/2016
Field
11.68
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-2.doc

I - i 71. 1 - ;) I ' I MW I V ,
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785 n
m
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
fn
m
Project Description: Pavement & Bridge Rehabilitation '� 0. C-')
Land Application m�
Operator in Responsible Charge: Mike Miller o o
q0 M0
O
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck,ac Tank, Dewatering Box
10/10/2016
Field
11.59
Truck
10/11/2016
Field
11.47
Truck
10/11/2016
Field
11.61
Truck
10/11/2016
Field
11.56
Truck
10/11/2016
Field
11.65
Truck
10/11/2016
Field
11.66
Truck
10/12/2016
Field
11.62
Truck
10/12/2016
Field
11.61
Truck
10/12/2016
Field
11.62
Truck
10/14/2016
Field
11.62
Truck
10/14/2016
Field
11.65
Truck
CALlsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-3.doc

HYDRODEMOLITI()N OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement &Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
10/17/2016
Field
11.52
Truck
10/16/2016
Field
11.71
Truck
10/16/2016
Field
11.68
Truck
10/16/2016
Field
11.65
Truck
10/16/2016
Field
11.66
Truck
10/17/2016
Field
11.68
Truck
10/17/2016
Field
11.62
Truck
10/17/2016
Field
11.47
Truck
10/17/2016
Field
11.67
Truck
10/18/2016
Field
11.42
Truck
10/18/2016
Field
11.69
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-4.doc

I• j f � � I' l:' �
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project blame
(Source of HOS/DGS): C203785
Project Location: 1-85.From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/18/2016
Field
11.55
Truck
10/18/2016
Field
11.61
Truck
10/18/2016
Field
11.65
Truck
10/19/2016
Field
11.71
Truck
10/19/2016
Field
11.69
Truck
10/19/2016
Field
11.72
Truck
10/19/2016
Field
11.67
Truck
10/19/2016
Field
11.74
Truck
10/20/2016
Field
11.53
Truck
10/20/2016
Field
11.75
Truck
10/20/2016
Field
11.62
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/25/2016
Field
11.50
Truck
10/25/2016
Field
11.60
Truck
10/25/2016
Field
11.75
Truck
10/25/2016
Field
11.55
Truck
10/25/2016
Field
11.62
Truck
10/27/2016
Field
11.62
Truck
10/27/2016
Field
11.64
Truck
10/27/2016
Field
11.73
Truck
10/27/2016
Field
11.67
Truck
10/27/2016
Field
11.61
Truck
10/28/2016
Field
11.52
Truck
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-6.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/25/2016
Field
11.4
Truck
10/2512016
Field
11.5
Truck
10/25/2016
Field
11.75
Truck
10/25/2016
Field
11.55
Truck
10/25/2016
Field
11.62
Truck
10/27/2016
Field
11.62
Truck
10/27/2016
Field
11.64
Truck
10/27/2016
Field
11.73
Truck
10/27/2016
Field
11.67
Truck
10/27/2016
Field
11.61
Truck
10/28/2016
Field
11.3
Truck
CALlsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10128/2016
Field
11.53.
Truck
10/28/2016
Field
11.65
Truck
10/28/2016
Field
11.48
Truck
10/28/2016
Field
11.47
Truck
10/30/2016
Field
11.82
Truck
10/30/2016
Field
11.25
Truck
10/30/2016
Field
11.75
Truck
10/31/2016
Field
11.64
Truck
10/31/2016
Field
11.52
Truck
10/31/2016
Field
11.66
Truck
C:1Usersldsanders\DocumentsUob 570084 Slurry Dispos0pH LOG 10-2016-7.doc

HYDRODEMQLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of H..OS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation:
Land Application
Operator in Responsible Charge: Mike Miller
Data pH Sample Collected
Date pH Analyzed Reported
Lab or Field Sample
pH Measurement
Unit Sampled
Truck -Box,
Q Frac Tank,
11/1/2016,
Field
11.6
Truck
11/1/2016
Field
11.7
Truck
11/1/2016
Field
11.81
Truck
11/1/2016
Field
11.50
Truck
11/1/2016
Field
11.69
Truck
1112/2016
Field
11.6
Truck
11/2/2016
Field
'11.6
Truck
11/2/2016
Field
11.74
Truck
11/212016
Field
11.65
Truck
11/2/2016
Field
11.56
Truck
11/3/2016
T Field
11.46
Truck T
CAL1sers\dsanders\Documents\Job 570084 Slurry DisposaRpH LOG 10-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785 Job 570084
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed /Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/3/2016
Field
11.61
Truck
11/3/2016
Field
11.55
Truck
11/4/2016
Field
11.60
Truck
11/4/2016
Field
11.65
Truck
11/4/2016
Field
11.71
Truck
11/4/2016
Field
11.67
Truck
11/4/2016
Field
11.62
Truck
11 /6/2016
Field
11.49
Truck
11/2/2016
Field
11.65
Truck
11 /2/2016
Field
11.56
Truck
11/3/2016
Field
11.54
Truck
CAUsersldsanders\DocumentsUob 570084 Slurry Disposal\pH LOG 11-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
-Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/6/2016
Field
11.53
Truck
11 /7/2016
Field
11.6
Truck
11 /7/2016
Field
11.6
Truck
11 /7/2016
Field
11.49
Truck
11 /7/2016
Field
11.68
Truck
Truck
Truck
Truck
Truck
Truck
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry DisposaRpH LOG 11-2016 2.doc

PENHALL COMPANY
C203872
I-85 / GUILFORD
DGS - 2016

HYDRODEM.OLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C2038721570110 and C203901/570097 Bio Green
1-85.From 0.3 Miles North of 1-85 Business to SR-3300 (S. Elm Eugene St.)GSO
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Nome)
Latitude / Longitude
(Gallons or Dry Weight)
12/14/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
degrees 47'48.54"W)
28000
25.57
12/15/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
degrees 47'48.54"W)
31500
25.57
12/16/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
degrees 47'48.54"W)
31500
25.57
12/20/16
Par Short
PS5 (Lat. 35 degrrees 59'30.49"N; Long-79
degrees 47'48.54"W)
7000
25.57
C:\Users\dsande
\Documents\JOB 570110-570097 - Slurry Disposal\
ND APPLICATION LOG 570094-570110 Bio Green.doc

HYDRODEM.OLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203872/ 570110
Project Location: 1-85 From 0.3 Miles North of 1-85 Business to SR-3300 (S. Elm Eugene St.)GSO
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac lank, Dewatering Box,
12/14/16
Field
11.46
Truck # 034-5006
12/14/1.6
Field
11.50
Truck # 034-0041
12/14/16
Field
11.54
Truck # 067-0156
C:\Users\dsanders\DocumentS\JOB 570110-570097 - Slurry Disposal\pH LOG12-16.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): 0203786
Project Location: .1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site-
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
8/25/2016
Hwy 220
Median South
4000.
25.57
8/25/2016
Hwy 220
Median South
2000
25.57
8/25/2016
Hwy 220
Median South
3500
25.57
8/25/2016
186 South
Shoulder Pump Off
4000
25.57
8/26/2016
Hwy 42.1
Median South
2500
25.57
8/26/2016
Hwy 220
Median South
4500
25.57
8/26/2016
Hwy 220
Median South
3500
25.57
8/26/2016
Hwy 220
Median South
2500
25.57
8/29/2016
Hwy 421
Median South
4000
25.57
8/29/2016
Hwy 220
Median South
3500
25.57
8/29/2016
1.85 South
Shoulder Pump Off
2500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
'
25.57
8119/2016.
185 South
Shoulder Pump Off
3500
25.57
8/29/2016
Hwy 220
Median South
3000
25.57
8/2912016
Hwy 220
Median South
2000
25.57
8/30/2016
Hwy 220
Median South
4000
25.57
8/30/2016
Hwy 220
Median South
3500
8/30/2016
185 South
Shoulder Pump Off
3000
25.57
8/31/2016
Hwy 220
Median South
4000
25.57
B/31/2016
Hwy 220
Median South
3500
25.57
8/31/2016
Hwy 220
Median South
2000
25.57
8131/2016
Hwy 220
Median South
3000
25.57
8/31/2016
Hwy 220
Median South
4000
C:\Users\dsanders\DocumentsWob 570084 Slurry Disposahl-AND APPLICATION LOG 6-2016 7.doe

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/7/2016
Hwy 220
Median South
2500
25.57
9/7/2016
Hwy 220
Median South
3000
25.57
9/7/2016
185 South
Shoulder Pump Off
4000
25.57
9/7/2016
Hwy 220
Median South
1000
25.57
9/8/2016
Hwy 220
Median South
3000
25.57
9/8/2016
185 South
Shoulder Pump Off
4000
25.57
9/8/2016
Hwy 421
Median North
4000
25.57
9/8/2016
Hwy 421
Median North
4000
25.57
9/8,/2016
Hwy 421
Median North
3500
25.57
9/9/2016
Hwy 220
Median South
2500
25.57
9/9/2016
Hwy 220
Median South
2000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 9-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/9/2016
185 South
Shoulder Pump Off
5000
25.57
9/9/2016
Hwy 220
Median South
4000
25.57
9/9/2016
185 South
Shoulder Pump Off
2000
25.57
9/9/2016
185 South
Shoulder Pump Off
3000
25.57
9/11/2016
Hwy 220
Median South
3500
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/12/2016
Hwy 220
Median South
2500
25.57
9/12/2016
185
Shoulder Pump Off
4000
25.57
9/12/2016
Hwy 220
Median South
2500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 9-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-.85 From .South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/23/2016
Hwy 421
Median North
3500
25.57
9/25/2016
Hwy 421
Median North
4500
25.57
9/25/2016
Hwy 421
Median North
4000
25.57
9/25/2016
Hwy 421
Median North
4500
25.57
9/30/2016
Hwy 421
Median North
3000
25.57
9/30/2016
Hwy 421
Median North
4000
25.57
9/30/2016
Hwy 421
Median North
3000
25.57
9/30/2016
Hwy 421
Median North
4000
25.57
9/30/2016
Hwy 421
Median North
4000
25.57
C:1Users\dsanders%Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 9-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/2/2016
Hwy 421
Median North
2000
25.57
10/2/2016
Hwy 421
Median North
4000
25.57
10/2/2016
Hwy 421
Median North
4000
25.57
10/2/2016
Hwy 421
Median North
3500
25.57
10/2/2016
Hwy 421
Median North
5000
25.57
10/3/2016
185 North
Median Pump Off
4000
25.57
10/3/2016
Hwy 421
Median North
3000
25.57
10/3/2016
Hwy 421
Median North
4000
25.57
10/3/2016
Hwy 421
Median North
2500
25.57
10/3/2016
Hwy 421
Median North
3500
25.57
10/4/2016
Hwy 421
Median North
1500
25.57
C:1Usersldsanders\DocumentsUob 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/4/2016
186 North
Median Pump Off
4500
25.57
10/4/2016
Hwy 421
Median North
4000
25.57
10/5/2016
Hwy 421
Median North
3500
25.57
101512016
Hwy 421
Median North
3500
25.57
10/5/2016
Hwy 421
Median North
4000
25.57
10/5/2016
Hwy 421
Median North
3500
25.57
10/10/2016
Hwy 421
Median North
3500
25.57
1011012016
Hwy 421
Median North
4000
25.57
10/10/2016
Hwy 220
Median North
3000
25.57
10/10/2016
Hwy 220
Median North
2500
25.57
10/10/2016
Hwy 220
Median North
3500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description:, Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
,.Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/11/2016
Hwy 220
Median North
3000
25.57
10/11/2016
Hwy 220
Median North
3500
25.57
10/11/2016
Hwy 220
Median North
2500
25.57
10/1112016
Hwy 220
Median North
4000
25.57
1011112016
Hwy 220
Median North
4500
25.57
10/12/2016
Hwy 421
Median North
3500
25.57
10/12/2016
Hwy 421
Median North
4000
25.57
10/12/2016
Hwy 220
Median North
4000
25.57
10/14/2016
Hwy 220
Median North
2500
25.57
10/14/2016
Hwy 220
Median North
3500
25.57
10/16/2016
Hwy 220
Median North
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/16/2016
185 North
Median Pump Off
3500
25.57
10/16/2016
Hwy 220
Median North
3200
25.57
10116/2016
Hwy 421
Median North
3500
25.57
1011712016
Hwy 220
Median North
2500
25.57
10/17/2016
Hwy 220
Median North
4000
25.57
10/17/2016
Hwy 220
Median North
4500
25.57
10/1/72016
Hwy 220
Median North
3000
25.57
10/17/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 421
Median North
4000
25.57
10/18/2016
Hwy 220
Median North
5000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 10-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: I-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/18/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 220
Median North
3000
25.57
10/19/2016
Hwy 220
Median North
4000
25.57
10/19/2016
Hwy 220
Median North
5000
25.57
10/19/2016
Hwy 220
Median South
4500
25.57
10/19/2016
Hwy 220
Median South
1500
25.57
10/19/2016
Hwy 220
Median North
3000
25.57
10/20/2016
Hwy 220
Median South
2500
25.57
10120/2016
Hwy 220
Median South
4000
25.57
10/20/2016
Hwy. 220
Median South
2500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785 / Job 570084 Bio Green
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
10/26/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
31500
25.57
degrees 49'43.27"W)
10/27/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
24500
25.57
degrees 49'43.27"W)
10/28/16
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
28000
25.57
.Pat Short
degrees 49'43.27"W)
10/29/16
Pat Short
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
7000
25.57
degrees 49143.27"W)
10/31116
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
31500
25.57
degrees 49 43.27 W)
11/1/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
24500
25.57
_
degrees 49 43.27 W)
11/2/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
24500
25.57
degrees 49 43.27 W)
11/2/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
3500
25.57
degrees 48154.2111W)
1113/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
28000
25.57
degrees 48154.21 "W)
1114/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
17500
25.57
degrees 48 54.21 W)
. SP.rR can arc
nmimPn R _ A tirN 11mmqPRI AN I I APrPT-T
i ;reeR OC

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785 / Job 570084 Bio Green
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
1115/16
Pat Short
PS1 (Lat. 35 degrees 59'24. 16" N; Long — 79
degrees 49143.27"W)
10500
25.57
1117116
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
degrees 48154.21"W)
21000
25.57
11/8116
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
degrees 48154.2111W)
31500
25.57
SBfS san arc
nnnman c _ n nrr icnnsa
in ,roan nc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
6/23/16
Field
11.07
Truck
6/23/16
Field
11.98
Truck
6123/16
Field
12.09
Truck
6/23/16
Field
12.09
Truck
6/26/16
Field
12.06
Truck
6/26/16
Field
12.01
Truck
6/26/16
Field
12.26
Truck
6/26/16
Field
12.26
Truck
6/26/16
Field
12.10
Truck
6/28/16
Field
12.16
Truck
6/28/16
Field
12.08
Truck
CAL1sers\dsanders\Documents\Job 570084 Slurry Diaposal\pH LOG 6-2016.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample,
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/5/16
Field
11.99
Truck
7/5/16
Field
12.05
Truck
7/5/16
Field
11.99
Truck
7/6/16
Field
12.04
Truck
7/6/16
Field
11.81
Truck
7/7/16
Field
11.99
Truck
7/7/16
Field
11.94
Truck
717/16
Field
11.94
Truck
7/7/16
Field
12.03
Truck
7/12/16
Field
11.99
Truck
7/12/16
Field
11.81
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 6-2016-2.doc

PENHALL COMPANY
C203901
I-40 / GUILFORD
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C2039011570097 Bio Green
1-40 From Forsyth County. Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
1212/16
Pat Short
PS3 (Lat. 35 degrees 5912.46" Long — 79 degrees
28000
25.57
49'4.02"W)
12/3/16
Pat Short
PS3 (Lat. 35 degrees 5912.46" Long — 79 degrees
28000
25.57
49 4.02 W)
1218116
Church
PS3 (Lat. 35 degrees 59'2.46" Long — 79 degrees
17500
25.67
49'4.02"-W)
1218/16
Church
PS4 (Lat. 35 degrees 59'4.64"N; Long- 79 degrees
7000
25.57
49'20.47"W)
1219/16
Barn
PS4 (Lat. 35 degrees 59'4.64"N; Long- 79 degrees
31500
25.57
49'20.47"W)
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
28000
25.57
12/13/16
degrees 47'48.54"W)
12/14/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
28000
25.57
degrees 47148.54"W)
12/15/16
Pat Short
PS5 (Lat. 35 degrees 59130.49"N; Long-79
31500
25.57
degrees 47148.54"W)
12/16/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
31500
25.57
degrees 47148.54"W)

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203901/570097 13io Green
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro"
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
12/20/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
degrees 47148.54"W)
7000
25.57

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro.
Project Description: - Pavement Rehabilitation
Land Application
Operator in -Responsible Charge: Mike Miller
Date
Unit Sampled
Date pH Sample Collected
pH Analyzed I Reported
Lab or Field Sample
pH Measurement.
(Truck, Frac Tank, Dewatering Box,
11/14/16
Field
11.98
Truck,
11/14/16
Field
11.97
Truck
11/14/16
Field
11.61
Truck
11/14/16
Field
11.71
Truck
11/14/16
Field
11.87
Truck
11/14/16
Field
11.92
Truck
11/15/16
Field
11.52
Truck
11/15/16
Field
11.20
-Truck
11/15/16
Field
11.20
Truck
11/15/16
Field
11.75
Truck
11/15/16
Field
11.71
Truck
C:\Users\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016.doc

y
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller -
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/15/16
Field
11.15
Truck
11/15/16
Field
11.74
Truck
11/15/16
Field
11.73
Truck
11/15/16
Field
11.42
Truck
11/16/16
Field
11.6
Truck
11/16/16
Field
11.7
Truck
11/16/16
Field
11.21
Truck
11/16/16
Field
11.86
Truck
11/16/16
Field
11.73
Truck
11/16/16
Field
11.79
Truck
11/16/16
Field
11.32
Truck
C:\Users\dsanders\DocumentsUOB 570097-Slurry Disposal\pH LOG 11-2016 2.doc

J
HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH. LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/16/16
Field
11.51
Truck
11/17/16
Field
11.7
Truck
11/17/16
Field
11.6
Truck
11/17/16
Field
11.32
Truck
11/17/16
Field
11.81
Truck -
11l17/16
Field
11.56
Truck
11/1.7/l6.
Field
11.82
Truck
11/17/16
Field
11.49
Truck
11/18/16
Field
11.5
Truck
11/18/16
Field
11.71
Truck
11/18/16
Field
11.67
Truck
CAUsers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1-40 From Forsyth County Line. To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/18/16
Field
11.8
Truck
11/18/16
Field
11.72
Truck
11/18/16
Field
11.66
Truck
11/18/16
Field
11.79
Truck
11/19/16
Field
11.41
Truck
11/19/16
Field
11.62
Truck
11/19/16
Field
11.67
Truck
11/19/16
Field
11.9
Truck
11/19/16
Field
11.7
Truck
11/28/16
Field
11.8
Truck
11/28/16
Filed
11.2
Truck
CAUsers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 4.doc

— - -- --J — - ----1 - - } - J
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSlDGS): C2039011670097 .
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/28/16
Field
11.67
Truck
11/28/16
Field
11.52
Truck
11/28/16
Field
11.58
Truck
11/29/16
12/7/16
Lab
11.8
Truck
11/29/16
12/7/16
Lab
11.5
Truck
11/29/16
Field
11.75
Truck
11/29/16
Field
11.81
Truck
11/29/16
Field
11.82
Truck
11/29/16
Field
11.75
Truck
-
-
-
Truck
-
-
-
-
Truck
C:\Users\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 6.doc

1 - —� --� -- --- ---,I -- ' _3
HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller —
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/1116
Field
11.6
Truck
12/1/16
Field
11.4
Truck
12/1/16
Field
11.71
Truck
12/1/16
Field
11.76
Truck
12/1/16
Field
11.67
Truck
12/1/16
Field
11.76
Truck
12/1/16
Field
11.68
Truck
12/1/16
Field
11.72
Truck
12/2/16
Field
11.53
Truck
12/2/16
Field
11.57
Truck
12/2/16
Field
11.62
Truck
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HYDRODEMOLITION OPERATION SLURRY /- DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewateri,lg Box,
12/2/16
Field
11.56
Truck #
12/2/16
Field
11.68
Truck #
12/2/16
Field
11.56
Truck #
12/2/16
Field
11.49
Truck #
12/2/16
Field
11.52
Truck #
12/3/16
Field
11.82
Truck #
12/3/16
Field
11.61
Truck #
12/3/16
Field
11.79
Truck #
12/3/16.
Field
11.51
Truck #
12/3/16
Field
11.41
Truck #
12/3/16
Field
11.76
Truck #
CAL1sers\dsanders\DocumentsWOB 570097-Slurry Disposal\pH LOG 1-2016 2.doc

J
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation _
Land Application
Operator in Responsible Charge: Mike Miller -
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/3/16
Field
11.67
Truck #
12/3/16
Field
11.80
Truck #
12/3/16
Field
11.67
Truck #
12/7/16
Field
11.56
Truck #
12/7/16
Field
11.59
Truck #
12/7/16
Field
11.67
Truck #
12/7/16
Field
11.68
Truck #
12/7/16
Field
11.91
Truck #
12/7/16
Field
11.72
Truck #
12/7/16
Field
11.89
Truck #
CAUsersldsanders\Documents\JOB 570097-Slurry DisposallpH LOG 1-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
i
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/12/16
Field
11.45
Truck
12/12/16
Field
11.56
Truck
12/12/16
Field
11.62
Truck
12/12/16
Field
11.65.
Truck
12/12/16
Field
11.72
Truck
12/12/16
Field
11.77
Truck
12/12/16
Field
11.51
Truck
12/12/16
Field
11.65
Truck
12/12/16
Field
11.72
Truck
12/12/16
Field
11.72
Truck
,-,.luscis\usanaersxuocuments\JUB 570097-Slurry DisposallpH LOG 12-2016 4.doc

- - -- - --- - -- - - --- -- - - - ---- - -- --- -
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
140 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/13/16
Field
11.28
Truck
12/13/16
Field
11.40
Truck
12/13/16
Field
11.40
Truck
12/13/16
Field
11.50
Truck
12/13/16
Field
11.45
Truck
12/13/16
Field
11.57
Truck
12/12/16
Field
11.50
Truck
12/13/16
Field
11.48
Truck
12/13/16
Field
11.40
Truck
�. ��� u�anucia�wcumcniswvo www-cmury ulsposallpH LUU 11-LU96 5.d0C

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
P p
Date H Analyzed / Reported
p Y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/14/16
Field
11.78
Truck
12/14/16
Field
11.55
Truck
12/14/16
Field
11.90
Truck
12/14/16
Field
11.46
Truck
12/14/16
Field
11.46
Truck
12/14/16
Field
11.57
Truck
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PENHALL COMPANY
C203901
I-40 / GUILFORD
DGS - 2017

Penhall - Greensboro - 2017 Application Logs
Date
Driver
Landowner
Site
Field
Gallons
1/16/2017
Landon
Pat Short
PS
6
35,000
1/17/2017
Landon
Pat Short
PS
5
21,000
1/17/2017
Landon
Pat Short
PS
6
7,000
1/19/2017
Landon
Pat Short
PS
7
21,000
1/31/2017
Ray
Shannon Oliver
SO
1
42,000
02/01/17
Ray
Shannon Oliver
SO
1
31,500
02/02/17
Ray
Shannon Oliver
SO
1
28,000
02/02/17
Ray
Shannon Oliver
SO
2
17,500
02/03/17
Ray
Shannon Oliver
SO
2
45,500
02/06/17
Rick
Shannon Oliver
SO
2
28,000
02/07/17
Rick
Shannon Oliver
SO
2
17,500
02/07/17
Rick
Shannon Oliver
SO
3
14,000
02/11/17
Rick
Shannon Oliver
SO
2
52,500
02/12/17
Ray
Shannon Oliver
SO
2
17,500
02/13/17
Rick
Shannon Oliver
SO
3
31,500
02/14/17
Justin
Shannon Oliver
SO.
3
24,500
02/14/17
Rick
Shannon Oliver
SO
3
28,800
02/16/17
Rick
Shannon Oliver
SO
3
36,000
02/17/17
Justin
Shannon Oliver
SO
3
14,400
02/17/17
Justin
Shannon Oliver
SO
5
18,000
02/18/17
Rick
Shannon Oliver
SO
3
32,400
02/20/17
Justin
Shannon Oliver
SO
5
28,000
02/20/17
Rick
Shannon Oliver
SO
3
32,400
02/21/17
Justin
Shannon Oliver
SO
3
28,000
02/22/17
Rick
Shannon Oliver
SO
3
7,200
02/22/17
Rick
Shannon Oliver
SO
6
14,400
02/22/17
Justin
Shannon Oliver
SO
3
10,500
02/22/17
Justin
Shannon Oliver
SO
6
21,000
02/23/17
Rick
Shannon Oliver
SO
6
21,600
02/23/17
Justin
Shannon Oliver
SO
6
28,000
02/24/17
Rick
Shannon Oliver
SO
6
18,000
02/24/17
Curtis
Shannon Oliver
SO
6
35,000
02/25/17
Curtis
Shannon Oliver
SO
7
24,500
02/25/17
Ray
Shannon Oliver
SO
7
31,500
02/27/17
Curtis
Shannon Oliver
SO
6
24,500
02/27/17
Justin
Shannon Oliver
SO
6
26,600
02/28/17
Justin
Shannon Oliver
SO
6
30,400
02/28/17
Curtis
Shannon Oliver
SO
6
35,000
03/01/17
Curtis
Shannon Oliver
SO
6
28,000
03/01/17
Justin
Shannon Oliver
SO
6
24,500
03/02/17
Curtis
NCDOT
DOT -Area 3
3B
21,000
03/02/17
Justin
NCDOT
DOT -Area 3
3B
35,000
03/03/17
Curtis
NCDOT
DOT -Area 3
3B
31,500
03/03/17
Justin
NCDOT
DOT -Area 3
3B
14,000
03/03/17
Justin
NCDOT
DOT -Area 7
7E
" 14,000
1

Penhall - Greensboro - 2017 Application Logs
Date
Driver
Landowner
Site
Field
Gallons
03/04/17
Curtis
NCDOT
DOT -Area 6
6B
17,500
03/04/17
Ray
NCDOT
DOT -Area 6
6B
7,000
03/06/17
Rick
Shannon Oliver
SO
6
3,500
03/06/17
Rick
Shannon Oliver
SO
7
17,500
03/06/17
Curtis
Shannon Oliver
SO
6
3,500
03/06/17
Curtis
Shannon Oliver
SO
7
24,500
03/07/17
Rick
Shannon Oliver
SO
7
24,500
03/07/17
Curtis
Shannon Oliver
SO
7
24,500
03/09/17
Curtis
Shannon Oliver
SO
7
31,500
03/09/17
Curtis
Shannon Oliver
SO
9
3,500
03/09/17
Rick
Shannon Oliver
SO
9
28,000
03/10/17
Curtis
NCDOT
DOT -Area 4
4C
31,500
03/10/17
Rick
Shannon Oliver
SO
9
3,500
03/11/17
Curtis
Shannon Oliver
SO
9
31,500
03/13/17
Curtis
Shannon Oliver
SO
9
28,000
03/13/17
Rick
Shannon Oliver
SO
8
10,500
03/17/17
Curtis
NCDOT
DOT -Area 2
D
24,500
03/19/17
Curtis
NCDOT
DOT -Area 4
A
35,000
03/20/17
Curtis
NCDOT
DOT -Area 1
A
14,000
03/20/17
Curtis
NCDOT
DOT -Area 1
B
14,000
03/20/17
Rick
NCDOT
DOT -Area 1
D
10,500
03/20/17
Rick
NCDOT
DOT -Area 2
D
10,500
03/21/17
Curtis
NCDOT
DOT -Area 1
C
17,500
03/21/17
Rick
NCDOT
DOT -Area 2
D
7,000
03/21/17
Rick
NCDOT
DOT -Area 2
A
10,500
03/22/17
Curtis
NCDOT
DOT -Area 1
C
14,000
03/22/17
Curtis
NCDOT
DOT -Area 2
C
7,000
03/23/17
Curtis
NCDOT
DOT -Area 2
C
3,500
03/23/17
Curtis
NCDOT'
DOT -Area 2
A
13,500
03/23/17
Rick
NCDOT
DOT -Area 2
A
13,500
03/23/17
Rick
NCDOT
DOT -Area 4
C
24,500
03/24/17
Curtis
NCDOT
DOT -Area 2
A
13,500
03/24/17
Curtis
NCDOT
DOT -Area 7
A
31,500
03/24/17
Rick
NCDOT
DOT -Area 7
A
28,000
03/25/17
Curtis
NCDOT
DOT Area 7
A
31,500
03/25/17
Curtis
NCDOT'
DOT Area 7
B
7,000
03/25/17
Rick
NCDOT
DOT Area 7
A
7,000
03/25/17
Rick
NCDOT
DOT Area 7
B
35,000
03/26/17
Ray
NCDOT
DOT Area 7
A
49,000
03/28/17
Curtis
NCDOT
DOT Area 3
B
38,500
03/29/17
Curtis
NCDOT
DOT Area 4
C
14,000
03/29/17
Curtis
NCDOT
DOT Area 5
K
24,500
03/29/17
Rick
NCDOT
DOT Area 5
D
17,500
03/29/17
Rick
NCDOT
DOT Area 5
K
17,500
03/30/17
Curtis
NCDOT
DOT Area 7
F
7,000
Pj

Penhall - Greensboro - 2017 Application Logs
Date
Driver
Landowner
Site
Field
Gallons
03/30/17
Curtis
NCDOT
DOT Area 4
C
45,500
04/03/17
Curtis
NCDOT
DOT Area 4
C
7,000
04/03/17
Curtis
NCDOT
DOT Area 5
D
21,000
04/03/17
Curtis
NCDOT
DOT Area 5
K
17,500
04/03/17
Rick
NCDOT
DOT Area 5 _
D
45,500
04/07/17
Ray
NCDOT
DOT Area 5
G
28,000
04/07/17
Rick
NCDOT
DOT Area 5
G
24,500
04/08/17
Ray
NCDOT
DOT Area 5
G
59,500
04/09/17
Ray
NCDOT
DOT Area 7
B
52,500
04/10/17
Ray
NCDOT
DOT Area 7
B
35,000
04/10/17
Rick
NCDOT
DOT Area 7
A
38,500
04/11/17
Rick
NCDOT
DOT Area 7
A
21,000
04/11/17
Rick
NCDOT
DOT Area 7
F
35,000
04/12/17
Rick
NCDOT
DOT Area 7
A
17,500
04/12/17
Rick
NCDOT
DOT Area 7
F
31,500
04/19/17
Rick
NCDOT
DOT Area 5
D
3,500
04/19/17
Rick
NCDOT
DOT Area 7
D
17,500
04/19/17
Rick
NCDOT
DOT Area 7
F
17,500
04/20/17
Rick
NCDOT
DOT Area 7
C
52,500
04/21/17
Rick
NCDOT
DOT Area 7
C
24,500
04/21/17
Rick
NCDOT
DOT Area 7
F
31,500
04/26/17
John
NCDOT
DOT Area 10
1
14,000
04/27/17
Ray
NCDOT
DOT Area 10,
1
28,000
04/28/17
Rick
NCDOT
DOT Area 10
1
31,500
04/29/17
John
NCDOT
DOT Area 10
2
10,500
04/29/17
John
NCDOT
DOT Area F
2
28,000
04/30/17
Ray
NCDOT
DOT Area F
2
31,500
05/03/17
Rick
NCDOT
DOT Area 5
E
42,000
05/04/17
Rick
NCDOT
DOT Area 10
2
31,500
05/06/17
Ray
NCDOT
DOT Area 5
B
'14,000
PROJECT TOTAL
2,837,200

Penhall - Greensboro - 2017 Application Logs
Site/Field Total Gallons Coordinates (LatlLong)
PS-5
21,000
35°59'30.49"N;
79'47'48.54"W
PS-6
42,000
35'59'26.95"N;
79*48'2.16"W
PS-7
21,000
35°59'20.43"N;
79°47'59.31"W
SO-1
101,500
36' 0'23.71"N;
79*50'42.65"W
SO-2
178,500
35°59'12.63"N;
79°46'35.46"W
SO-3
259,700
36° 1'42.19"N;
79°44'50.45"W
SO-5
46,000
35°59'22.35"N;
79°46'1.99"W
SO-6
314,000
36' O'6.21"N; 79'42'30.53"W
SO-7
178,500
36' O'35.48"N;
79'50'49.25"W
SO-8
10,500
35°59'32.08"N;
79'46'4.47"W
SO-9
94,500
35°58'54.02"N;
79°46'34.10"W
DOT-2A
51,000
36' 5'48.57"N;
79'58'1.52"W
DOT-2C
10,500
36' 5'49.07"N;
79*57'58.05"W
DOT - 2D
42,000
36' 5'42.46"N;
79'57'56.16"W
DOT-3B
140,000
36° 5'32.57"N;
79'59'42.96"W
DOT-4C
122,500
36' 4'48.58"N;
79*57'20.02"W
DOT-5D
87,500
36' 3'S4.14"N;
79°55'6.61"W
DOT-5E
42,000
36' 3'47.30"N;
79°55'9.69"W
DOT-5G
112,000
36° 4'7.72"N; 79'55'20.11"W
5K
59,500
36° 4'3.04"N; 79°55'5.02"W
6B
24,500
36' 3'20.06"N;
79°53'25.32"W
7A
224,000
36' 2'56.25"N;
79°55'15.49"W
7B
129,500
36' 2'50.77"N;
79°55'12.21"W
7C
77,000
36' 3'5.66"N; 79°55'2.30"W
7D
17,500
36° 2'56.85"N;
79°54'57.30"W
7E
14,000
36' 3'4.20"N; 79'54'53.59"W
7F
122,500
36° 2'53.69"N;
79°54'46.43"W
10-1
73,500
36' O'27.57"N;
79°50'52.62"W
10-2
42,000
36° O'25.63"N;
79'51'7.78"W
DOT 1A .
14,000
36° 6'25.43"N;
80° 2'49.04"W
DOT 1B
14,000
36° 624.26"N;
80° 2'42.04"W
DOT 1C
31,500
36* 6'21.88"N;
80' 2'48.18"W
DOT 1D
10,500
36° 6'20.91"N;
80° 2'43.22"W
DOT -3A
36' 5'34.66"N;
79°59'51.19"W
60T-4A
35,000
36° 4'48.85"N;
79°57'38.40"W
DOT-5B
14,000
36° 4'2.05"N; 79°55'17.08"W
DOT 2F
59,500
36' 5'42.46"N;
79'57'56.16"W
2,837,200
1

V
HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH. LOG
Project Name
(Source of HOS../DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15666 (Gallimoro Dairy
Kf roject Location: Road) In Greensboro
Projdct Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charger ­ Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
-Unit Sampled
(Truck, Fr4c Tank, Dewatering Box, etc.)
Truck ruck
Field
V 7 b
Truck #
Field
Truck v19
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
{{e-_
Field
Truck

HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097
1-40 From Forsyth County. Line To 1.1 Mile East of SR-15666 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
OperatorIn Responsible Charge: Mike Miller
Date pH Sample Collected;
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled(Truck, Frac Tank, Dewatering Box, etc.)
[L-i 7
Field
Truck # 0,5-o
Field
Truck # 07 0 0 Ll
Field
Pds
Truck
Field
Truck #
Field
Truck # ��o S'41-1
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck
-k C:77
N
Field
Truck

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C2039014V?'
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
bate of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
G
C:1UsersldsandersTocuments1570097-Slurry DIsposaRLAND APPLICATION LOG 05-12.doc

-- {-' �--- --J, - -
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C2039.011 ©Gl1
1-40 From Forsyth County Line To 1.1, Mile East of SR-15566 (Gailimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
quantity Applied
(Gallons or Dry Weight).
% Solids
a0.©0
it 1
C:lUsersldsandersM)ocuments1570097v1urry Disposs AND APPLICATION LOG 05-12.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16656 (Gailimore Dairy
Project Location; Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge., Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
!
Field
/
Truck # (-) 3V 5 o c'?(�2
Field
I S
Truck # 3
Field
/ f
Truck #
Field
J I
Truck #
Field
o
Truck O
Field
1
Truck # 1 5 d
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
PH LOG
Project Name
(Source of HOSIDGS): C2039011670097
140 From Forsyth County Line To 1.1 Mile East of SR-16656 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
p
Date pH Analyzed ! Reported
y p
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
j 7
I
Field
! 6
Truck # 3
Field
Truck # L ��
Field
Truck # C �j G
Field
Q
Truck # Q
Field
Truck # .
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Na.rne
(Source of HOSIDGS):, C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR46666 (Gaillmore Dairy
project Location-, Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in ResponslbJe Charge: Mlk& Miller
DatepHSample Collected
Date pH An.ailyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dowatering,Box, etc.)
Field
Truck #
Field,
Truck
Field
Truck
Field
Truck #
Field
Truck#
Field
Truc"
Field
Truck'#
Field
Truck #
Field
Truck #
Field
Field
Truck#

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG _
Project Name
(Source of HOS/DGS): , C2039011570097
1.40 From Forsyth County Line To 1.1 Mile -East of SR-15566 (Galllmore Dairy
Project, Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab. or Field Sample
.;
pH Measurement '
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
J �
Field
Truck #
Field
% 5•-
Truck
Field
Truck #
Field-
a
Truck#
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field-
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY /. DIAMOND GRINDING SLURRY_
pH LOG
Project Name
(Source of HOS/DGS): C203901/670097
1-00 From Forsyth County Line To 1.1 Mile East of SR-15558- (Gall !more Dairy _
Project Location; - Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator.in Responsible Charge; Mitre Miller
Unit Sampled
'Date pH Sample Collected
Date pH Analyzed /,Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank; Dewatering Box, etc.)
Field
,
Truck# CY34--003
Field
i + . 9
Truck # Q 3 iir SC30 6
Field
i 1. 7 0-
Truck # 03 4- 5(30.7
Field
11.�i
Truck #
f D3
Field
Truck # � j 3 Lr 5006
Field
1, q D
Truck # 03 .-- 500 �
Field
7Truck
# CJ3L1- i10
-
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
1-40 From Forsyth County Line To 1.1 Mlle.East of SR.16656 (Gal-Ilmore Dairy
Project Location:- Road) ln'Grodnsboro
Project Description: Pavement Rehabilitation
Land Application
Operator in. Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date p" Analyzed] Reported
Lab,or.Fleld Sample
p" Measurement
(Truck, Frac Tank, Dewatering Box, etc.).
Truck #
Field
Truck (33'L�7
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY/ DIAMOND GRINDING SLURRY
pH LOG
project Name
(Source of HOSIDGS): C2039011570097
1-40 From Forsyth -county Line To 1.1 Mlle East of SR-15566 (Gallimore-Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box, etc.)
-15 - 2 1..
Field
�, -�
Truck #._ 3
Field -
, 13
Truck # -03 lj,- 500 `1
.Field
t� Y 1 �
Truck # 03 L.),_ I
Field
i + 20
Truck 0341 Q75
Field
1 ! a V-1
Truck # 4- S 0
Field
10 , Q
Truck # 0 3 4- 0 0 3
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

- HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of,HOSIDGS): C203901/670QW- .
1.40 From Forsyth County Line To 1.1 Mile East of SR-16656 (Gailimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
Quantlty Applied
(Gallons or Dry Weight)
*Solids
p H
Y1
000
.,, IQ yAo0
1I,�D
CdUsersWsandersMocuments1570097-Slurry DisposdBLAND APPLICATION LOG 05-12,doc

HYDRODEMOLITION -OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
= 1.40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application ,
Qperator"in Responsible Charge: Mike Miller
-Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewateririg Box, etc.)
'
Field -
.1.5 � �
Truck #
Field .
q
Truck # 0 3 4 _5004,
Field
(. 2
Truck # 3 - 5
ry
-
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION- LOG
Project Name
(Source'of HOSIDGS): C203901157000
140 From Forsyth County Line To 1.1 Mild East of SR-16656 (Gaiilmore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude! Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
1914
1-7 - 201
': , l
M e' t Q n
`. U
O
C:1U9erslds9ndere\Documentsl570097-Slurry 01sposalkLAND APPLICATION LOG 05-12.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mlle East of SR-16556 (Gaillmore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement .
(Truck, Frac Tank, Dewatedng Box, etc.)
Field
l Q
Truck # 03 4- ^ S2 03
2-17-2Of' 7
Field
1 t 4
Truck # 0 3 4- _ 5 00 9
Field
I.
Truck # 0 3 4- S 0
Field
I .85-
Truck # a 3 4- D 03 8
Field
I
Truck # 03 L�
Field
Truck # 3- a 0L�- l
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name.
(Source of NOS/DGS): C2039011670097
1-40 From Forsyth county Line To 1.1 Mile East -of SR-15556 (Gaillmore Dairy
Project Location: Road) In Greensboro,
Project Description: Pavement Rehabilitation
Land Application
Operator- in Responsible Charge:. Mike Miller
Date pH Sample Collected
DatepH Analyzed/ Reported
Lab or Field Sample
pH Measurement -
Unit Sampled
(Truck, Frac. Tank, Dewatering Box, etc.)
20 1-1
Field
Truck # 0314,-5"006
Field
Truck # 03 4- 500 7
Field
Truck #
034-- 5009
Field
#
Truck 03 4- 500
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck
Field
Truck #
Field
Truck
Field
Truck

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG'
Project Name
(Source. of HOS/DGS): C2039011570097
1.40 From Forsyth County Line To 1.1 Mile East of SR-15555 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charges Mike Miller
`
Unit Sampled
Date pH Sample Collected
Date pH Analyzed !Reported
Lab or Field Sample
pH Measurement
(Truck,,Frac Tank, Dewatering Box, etc.)
Field
`� q .�
Truck #03 o -�0 a
Field
i 1 • 00 .
Truck # 0 3 4. ` 5,009
Field
i • 7.z
Truck # 3 - .S 0 o 9
Field
{ f 0 ti
w �s
Truck # 03 L4._ 5 00 %
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1.40 From Forsyth County Line To 1.1 Mile East of SR-15555 (Galiimore Dairy
Project. Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
pate pH Analyzed /.Reported .
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
." 2 -7
Field
10 - 9 O
Truck # ; 4- _ 50 0 -7
Field
, 0 s 9 Z
Truck #
Field
10 -
Truck #
Field
0 , -1
Truck # 0 3 � . ,j 0 01
Field
! , q
Truck # a 34- S U0
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY] DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR=15558 (Galilmore Dairy.
Project Location: Road) in Greensboro
Project Description: Pavethent. Rehabilitation.
Land Application .
Operator in Responsible Charge: Mike Miller,
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample -
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box; etc.)
Field
.1 » 3
Truck # 500 i
Field
I O q
Truck # n 1_- o Q. 4
Field
I 0 »
Truck #
Field
1 f . �3
Truck #
Field
Truck #
Field
Truck #
Field
Truck#
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901/570097 .
140 From Forsyth -County Line To 1.1 Mile East of SR=15566 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application'
Operator In Responsible Charge: Mike Miller
Date H Sample Collected.
p p
Date H Analyzed I Reported, orted,
P Y P
Lab or Field Sample`
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
,
Truck # G, 4-
Field
i i .
Truck #
Field
t ©
Truck # Q .3 u-- S
Field
1 1 5-
Truck # 03 4, "-QO,
Field
Truck #
Field
Truck #.
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901/670097
140-From Forsyth county Line To 1.1 Mlle East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed 1 Reported
Labor Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box, etc.)
Field
` l
Truck # ©-3 4 - S O a�]
Field
1
Truck # 0 3 4_ SO4 .
Field
1 , S
Truck # 034-5-006.
Field
Truck Sa
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097
- 1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: _ Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
I t g t
Truck # a 3 4- ^o 0 3
Field
i I q 1
Truck # o 3 4-`.50 q
Field
} q .3
Truck # o34-5o06
Field
1. 0
Truck # 3 L�, SO 0
Field
I S U
Truck # 0 3 L. - S- 0 9
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name .
.(Source of HOSIDGS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16566 (Gammore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charges Mike Mllier
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported .
Lab or Field Satnp le
p H Measurement
(Truck, F'rac Tank, Dewatering Box, etc.)
Field
(. 6 0
Truck # 03 4- 5003
Field : -
c ( 70
Truck # 0 O
3
Field.
Truck #
Field
Truck #'
Field.
Truck #
Field,
Truck # ;
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY [DIAMOND GRINDING SLURRY
v pH LOG
Project Name
(Source of HOSIDGS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16566 (Gaillmore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box; etc.)
Field
50
Truck #
Field
t (� 9 '1
Truck # 034 500 4
Field,
1- q
Truck #-""
Field
1 1, 6 S
Truck # Q 3 4-` . ~O
Field
i t eCi S
Truck # 03_ 2
Field
Truck #
Field'
Truck #
Field
Truck # `
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16556 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date pH Sample Collected-
Date pH Analyzed I Reported
Labor Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
" Field
i i.
Truck # Q 3 Ll - ' o o 3
Field
1 S
Truck# O34' SOO 6
.
Field eId
4 { . �. r
Truck # 0 3 L4- - s o O�
Field
• .
Truck # 0 3 4- - .5'0 0 9
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

y
HYDRODEMOLITION OPERATION SLURRY ! DIAMOND GRINDING SLURRY
PH LOG
Project Name
-(source'of HOSIDGS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16556 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date pH Sample Collected
. Date pH Analyzed / Reported
Lab or Field Sample
pH -Measurement
Unit Sampled
(Truck, Frac,Tank, Dewater➢ng Box, etc.)
Field
j
Truck #
Field
t 1.90
Truck # O
L
Field
Truck #
;
Field
Truck #
Field
Truck #
Field .
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901/670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I. Reported
Lab or Field Sample
pH Measurement_
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.) .
Field
, 2
Truck # Q 3 U-- G70 0 3
Field
5
Truck # 0 3 L. 5- a 7
Field
Truck #
Field
.Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

t.
HYDRODEMOLITION OPERATION SLURRY] DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097 .
1-40 From Forsyth County Line To 1.1 Mile East of SR-16666 (Galllmore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Sample Collected
.Date pH p
Date pH Analyzed I Reported
yx P
I-ab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.).
2. ' 1 i
Field
t l 0 3.
Truck # 0 3 _ 5
Field
l , 3 ^3
Truck # 034-S-006
Field
1 3 5
Truck # 0 3L�,- S-O 0 4
Field
(J.30
Truck # (33 4- - c O 5
Field
Truck.#
Field
Truck #
Field
Truck #
- Field
Truck #
Field
'Truck #
Field
Truck #
Field
Truck #

ST WOOTEN
C203646
I-85 / GRANVILLENANCE
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source ofHOSIDGS): C20364�6�/1-0914BA/BB 1-85 McCarthy/Wooten
Project Location: Vance!yyarren Co.
Project Description: DGS
Land Application
Operator In Responsible Charge: Granville Farms, Inc.
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Wooten
9/15/2016
9/15/2016
Field
11.7
Truck
9/27/2016
9/27/2016
Field
11.9
Truck
9/28/2016
9/28/2016
Field
11.6
Truck
10/27/2016
10/27/2016
Field
11.7
Truck
11 /16/2016
11 /16/2016
Field
11.3
Truck
11/17/2016
11 /17/2016
Field
11-8
Truck
11/18/2016
11/18/2016
Field
11.5
Truck
CAUS=WoblOm_Dtive for Bushw*s%StwedIWMSS Projects1201611640 McCarthy (mpmvemeM Co1pH LOG 2-14.doe

HYDRODEMOLITION OPERATION SLURRY ( DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HosrDGS): C203646/1-0914BA/BB 1-85 McCarthy/Wooten
Project Location: Vance/Warren Co_
Project Description: DGS
Land Application
Operator in Responsible Charge: Granville Farms, Inc.
Date of Land
Application
Location of Receiving Site
(Land owner Name)
Receiving Site Address or
Latitude ! Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
McCarthy
9113/16
Darch
405 Gill Road, Henderson NC
9,000 Gallons
9/15/16
Darch
405 Gill Road, Henderson NC
9,000 Gallons
10/28/16
Darch
405 Gill Road, Henderson NC
4,450 Gallons
11 /10116
Darch
405 Gill Road, Henderson .NC
4,450 Gallons
11/17/16
Darch
405 Gill: Road, Henderson NC
4,450 Gallons
11/28/16
Darch
405 Gill Road, Henderson NC
9,000 Gallons
11 /29116
Darch
405 Gill Road, Henderson NC
18,000 Gallons
Wooten
9/15/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
9/27/16
Darch
405 Gilt Road, Henderson NC
3,000 Gallons
hyps hnside—mdoLgodr'eamUWSIL[sts/Web Services Task L1sNAttactments/1317ALAND APPLICATION LOG OS-02dx
71

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source ofrloSMGs): C203646/1-0914BAIBB 1-85 McCarthy/Wooten
PrgectLocation: Vance/Warren Co.
Project Description: DGS
Land Application
Operator InResponsible Charge: Granville Farms, Inc_
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude 1 Longitude
Quantity Applied .
(Gallons or Dry Weight)
% Solids
9/28/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
10/27/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
11/16/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
11 /17/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
11/18/16
Darch
405 Gill Road, Henderson NC
3,000 Gallons
hWsJlmside.ncdoLgml-r&%nWVroVmftffifeb Services Talc List/AtfadvnentsnMILAND APPLICATION LOG 05-12.doe

HYDRODEANIOLIT ION OPERATION SLURRY ! DIAMOND GRINDING SLURRY
pH LOG
Prolec: Name
LSourseo.'HOStDGSj: ,/L AIO_%09%dam
iP
Project Location:
---c� �L .Jfi /P•l
Project Description:
Lard Application
i Operator in Responsible Charge:
D:Ce pH Sampr Co2tepitd Dais pFi Aaatyzed i Rponedj Labor Field Samples p4[ t.�curerr.�trzEc�
'' I (7r'J�S Frae Tank. Dmr4cri-19 ao:G e--)
Tit
---------------
{
C WSEri'ln•�c`, i F�scc^.,,S:itcc'i.�.S i?tD)CG:5120 ills io-7o lt�L`s•h3• t,vra+ert-Y Cti0.Y lOC 2-14 Ee=
I �

pH LOG
reject name
ounce of 14051DG5 :
eject Location Zk
eject ic6pffon:.v�l v /v
nd Application /! )eratwin Responsible Cliargo:
Ua@ Sampled
rrrur-L Fran_ Tan4_.-
r r� /"[
A..,
K ; 04.r�
CtU �3��cLYirc�rE ncos'S kz llitSSFlswcanh$ rrrx.ZzwAoarHLOG d=

10
H Y-DRODEPAOLITION OPERATION SLURRY I DLANIOND GRINDING SLURRY
PR LOG
Project NZMQ
(Source CIE ffOSIDGS)-
Project Location:
Project Description:
Land ApplfcaWm
Operator in PesspoasibrL% charge.
A(I
11: PH Samplo Date PH Analyzed, Re
UnIt-A-P;Id
r ).w 'ri.9 UO)', et)
Dale pl""�amPlo C�011ccted Date Of Analyzed/ Reported !zb Or Field Sa PI! Measurement UnItSamPled
(Truck, Frae rank. Dewu
Wring Box, etr_)
r itu
7!9
C 'u-7--4reo-n-0 ror
Ce,;R LOG 2.14dx
FA

ST WOOTEN
C203646
I-85 / GRANVILLE/VANCE
DGS - 2017

�.ictil�t�rv.R��i.�vs•� �vv.
GRANVILLE FARMS INC. TICKET NO.
P.O. Box 1396 R r
Oxford., NC 27565
[phone] = Fax [phone]
Client
( V\j6U 1 L FLi
WWTP ❑ WTP
Other,❑: S,i-'
Date
/0 —//)--
Weather. Fair Cloudy Sunn
Soil: Wet Dry ois
Temperature: >90 70-90 32-69
Site# Cu S/
�t.tr
V 1 f e C6.
Field #
S l '_�'a ►XC(
_ 3
Farm I
Crj �y
Load #
Driver Name
Pre
Trip
Truck &
Trailer #
Gallon
Tons
Time
Remarks
2
1c
� . /I
0 1
3
ci
y"�
a2 00d f
rt 'VlJ
1 1. 0
4
i7 3
-L 7
3s-l-�C/
/. () .
I6 --�
6
P-2
CD�.
�d
1 "00
11.0
8
bob
:�
11. 2
/0-1
9
L�
2
10
,E .
`; 'I,
�3
.Z��-/3,:
f
1I
A od
12
lr7--t/t_�
t
2
L
1 1- S
13
14
15
�tj
C
los
16
)� ,� i!7'�
'
o
1.
18
' L 6
jjoV\T �-0
U
. O
l 6— `t l -7
19
Y 57
L�--30
9
20
I
21
22
23
24
25
1 `
Authorized Signature t f�L'(�# ')
Comments

-- 1 1 T("•IT!\T\T L r!f\T!\AT T d-1 i'I
11MPv1r0.l V1dlt'13i1J11 A-I"ky
GRANVILLE FADS INC. TICKET NO. 2254
P.O. Box 1396
Oxford, NC 27565
[phone] a Fax [phone]
Client jj I
Vlf U 1 �i2J
❑ ❑ finG�
Other P : I�io�R '0 5 (urn
i
�(� -- i q —1
Weather. Fair Clo y Sunn'
Soil: Wet Dry-90' oist
Temperature: >90 7032-19
Site#Cu-t•f5
H u,-� :ay m
Fi ld#
1-7
a.nd 1-3
Farm
Load #
Driver Name
Pre
Trip
Truck &
Trailer #
Gallon
Tons
Time
Operator
Initials
emarks
l
;
Zp� 00 ✓JUG11.6
32
1 7z
�� ✓
3
I1.�
��� Z� '-�
6
7
(p
^ 2�
'^00
iU
0.
8
Pat-
2�
CP s- Vo
11
12
(PS )
I
U, Y 00 .
_7 Y
/ 1.
13
,k,&-
•,�
l,Y �rU
V
C)
14
-}—
�
t.t � 00
/ 0 V
15
�SOJ
t�1l.3
16
(p
?
00
'3�
17
C� fir►—
rZ40�UU
Z
1.
18�
AU
/0 (,►
�.. .
19
�!
,y ysr
Ll q
20
21
r
0 bb
- 22
r `:
t VDU
lb
23
Ga
L��!
�f—(jC)
24
,1
25
Authorized Signature
Comments

GRANVILLE FARMS (SUBCONTRACTOR) TO- GRANITE CONSTRUCTION
C203166
I-440 / WAKE
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): 1-440
Project Location: Raleigh, NC
Project Description: DGS - Granite
Land Application
Operator in Responsible Charge: Granville Farms, Inc.
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/19/16
Darch
405 Gill Road, Henderson NC
4,450 Gallons
0.35
10/20/16
Darch
405 Gill Road, Henderson NC
4,450 Gallons
0.35

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): 1-440
Project. Location: Raleigh, NC
Project Description: DGS - Granite
Land Application
Operator in Responsible'Charge: Granville Farms, Inc.
Date`pH Sample Collected
Date pH Analyzed / Reported .
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
10/19/16
10/-19/16
Field'
11.3
Truck
10/20/16
10/20/16
Field
11.3
Truck

-7 GRANVILLE FARMS (SUBCONTRACTOR) TO - IVS
C203166
I-440 / WAKE
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): 1-440
Project Location: Raleigh, NC
Project Description: DGS - IVS
Land Application
Operator in Responsible Charge: Granville Farms, Inc.
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
1/5/16 '
B ant
Nebraska Drive, Enfield NC
8,900 Gallons
0.43
10/6/16
DarCh
405 Gill Road, Henderson NC
4,450 Gallons
0.43
10/28/16
B ant
Nebraska Drive, Enfield NC
4,450 Gallons
0.43
1112116
Bryant
Nebraska Drive, Enfield NC
13,350 Gallons
0.43
12/1 /16
Bryant
Nebraska Drive, Enfield NC
13,350 Gallons
0.43
12/21 /16
Bryant
Nebraska Drive, Enfield NC
8,900 Gallons
0.43

1
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): 1-440
Project Location: Raleigh, NC
Project Description: DGS - IVS
Land Application
Operator in Responsible Charge: Granville Farms, Inc.
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
1 /5/16
1 /5/16
Field
12.4
Truck
1 /5/16
1 /5/16
Field
12.2
Truck
10/6/16
10/6/16
Field
12.1
Truck
10/28/16
10/28/16
Field
11.5
Truck
11 /2/16
1112116
Field
11.2
Truck
11 /2/16
11 /2/16
Field
11.4
Truck
11 /2/16
11 /2/16
Field
11.2
Truck
12/1/16
12/1/16
Field
11.4
Truck
12/1/16
12/1/16
Field
11.3
Truck
12/1/16
12/1/16
Field
11.1
Truck
12/21 /16
12/21 /16
Field
11.5
Truck

HYDRODEMOLITION OPERATION SLURRY ! DIAMOND GRINDING SLURRY
I pH LOG
Project Name
(Source of HOS/DGS): 1-440
Project Location: Raleigh, NC
Project Description: DGS - IVS
Land Application
Operator in Responsible Charge: Granville Farms, Inc.
Date pH Sample Collected
Date.pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
12/21 /16
12/21 /16
Field
11.4
Truck
C:\Users\Rob\OneDrive for Business\Shared\WMSS Projects\2016\16-10 McCarthy Improvement Co\pH LOG 2-14.doc

HIGHLAND PAVING CO LLC
C203651
I-95 FAYETTEVILLE / CUMBERLAND
HOS - 2016

=_-
HYDROD'EMOLITI.ON OPERATION SLURRY] DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name - -
(Source of HOS/DGS): American Contracting — C203561/WBS 44102.3 BR 199 Owen Dr. over CSX
Project Location: BR 199 Owen Dr. over CSX, Cumberland County
Project Description: Hydrodemolition
Land. Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/28/16
Allen Wooten
Malpass Farm — (34°29'3311; 78°04'09")
1.2,000
10/4M6
10/9116
Allen Wooten
Allen Wooten .
Malpass Farm — (34129133"; 78004'09")
Malpass Farm — (34029'33"; 78104'0911)
12,000
4,000
Allen -Wooten
Malpass Farm — (34°29'33"; 78004'09")
18,000
10/18/16
C:\Users\Rob\OneDrive for BusinessMared\WMSS Projects\201 5\1 5-20 Lewis Farms\DOT Projects\2016 Land Application\LAND APPLICATION LOG 2016 - Fayetteville.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): American Contracting — C203661MBS 44102.3 BR 199 Owen Dr. over CSX
Project Location: BR 199 Owen Dr. over CSX, Cumberland County
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
9/28/16
9128116
Field
11.9
Dewatering Box
10/4/16
1014116
Field
11.6
Dewatering Box
1019/16
10/9/16
Field
11.9
Dewatering Box
10118/16
10/18/16
Field
11.8
Dewatering Box
CA1Jsers\Rob\OneDrive for Business\Shared\WMSS Projects\2015\15-20 Lewis Farms\DOT Projects\2016 Land Application\pH LOG 2-14 - Fayetteville.doc

HIGHLAND PAVING CO LLC
C203819
I-95 LUMBERTON / ROBESON
HOS - 2016
�l
0
III

HYDRODEMOLITION OPERATION -SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): American Contracting — Lumberton 1-95 - C203819
Project Location: Lumberton 1-95 (Robeson County)
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
5/18/16
Allen Wooten
Malpass Farm — (34029133"; 78004'09")
8,000
6/29/16
Allen Wooten
Malpass Farm — (34029133"; 78004109")
16,000
C:\Users\Rob\OneDrive for Business\Shared\WMSS Pr6jects\2015\15-20 Lewis Farms\DOT Projects\2016 Land Application\LAND APPLICATION LOG 2016 - Lumberton.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source_of HOS/DGS): American Contracting — Lumberton 1-95 - C203819
Project Location: Lumberton 1-95 (Robeson County)
Project, Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms = Wesley Wooten
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH .Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
5/18/16,
5118116
Field
12.1
Dewatering Box
6/29/16,
6129116
Field
11.9
Dewatering Box
CAUsers\Rob\OneDrive for BusinessMaredUMSS Projects\2015\15-20 Lewis Farms\DOT Projects\2016 Land Application\pH LOG 2-14 - Lumberton.doc

FLATIRON CONSTRUCTORS INC - BLYTHE DEVELOPMENT CO JOINT VENT
C203399
EASTERN LOOP / WAKE
DGS - 2017
1

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tat... r '. f. Jta_�, °,. s. IHO MLURY r'
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AMERICAN CONTRACTING & SERVICES INC
DD00207
I-95 BRIDGE PRESERVATION / CUMBERLAND
HOS - 2017

x
HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): American Contracing - 1-95 Bridge Preservation- Smithfield - DD00207
Project Location: 1-95 Bridge Preservation Smithfield, Johnston County
Project' Description: Hydrodemolition
Land Application
Operat6.r in Responsible Charge: Lewis Farms — Wesley Wooten
Date of Land
Application
Location of Receiving Site ' te
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
Quantity Applied
(Gallons or Dry Weight)
Solids
11/1117
Allen Wooten
Malpass Farm — (34029133"; 78004'09")
20,000
- Applicatlon\LANb APPLICATION LO'6�ille.do6
CAUsers\Rob\0neDrive for Business\bhared\WMSS Projects\2015\1 5-20 Lewis Farms\DOT Projects\2016 LandG 2016 - F4e e

HYDRODEMOLITION DISPOSAL LOG
Project Number: DD&020q WBS:
Project Engineer:
-Project Description: -27 --9 T' -SIh t ���L; �Gi Project Location: 9� �,., t�c Q✓�
Source of Water Supply: Licensed Disposal Facility : �; Jam,. f L� 4.4-s
Prime -Contractor: Hydrodemolition Contractor: Hydro -Technologies, Inc.
Load •
Bridge No.
Date
Time
Quantity (Gal)
Driver's Signature
Disposal Method
Received by
and Application
Z
�►•
S'ood
❑ Licensed Disposal Facility
Z
�l
�/S ,
SDoU
,,�1
A-/' I
Land Application
❑ Licensed <DlSposal; Facility
[Land Application
3
/� �7
L�,`OOoo
%
❑ Licensed Dlsposal;Facility
and Application
❑ Licensed Disposal Facility
❑ Land Application
❑ Licensed MposafFacility
❑ Land Application
❑ Licensed Disposal Facility
❑ Land Application
❑ Licensed Disposal Facility
❑ Land Application
❑ Licensed Disposal,Facility
❑ Land Application
❑ Licensed Disposal Facility
❑ Land Application
❑ Licensed Disposal Facility
❑ Land Application
❑ Licensed Disposal Facility

HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY'
pH- LOG,
Project Name
(Source of HOS/DGS): American Contracing - 1-95. Bridge Preservation - Smithfield - DD00207
Project Location: 1-95 Bridge Preservation - Smithfield, Johnston County
,Project Description:. Hydrodemolftion
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date pl-]�Sample Collected
Date pH Analyzed Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
11/1/17
1111/17
Field
ield
11.99
Truck
11/1/17
11/1/17
Field
12.11
Truck
J,
11/1/17
1.1/1/17
Field
12.01
Tru6k
1111/17
11/1/17
Field
11.89
Truck
CAL1s6rs\ I Rob\OheDrive for BusinessMaredMMSS Projects\2016\1 5-26 Lewis Farms\DOT Proj6cts\261 b Land A0plication\pH LOG 2-14 - F6ye I ftbville.doc

BARNIULL CONTRACTING COMPANY
C203694
I-95 RESURFACING AND BRIDGE REHAB / CUMBERLAND
HOS - 2017

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): Barnhill Coritracing -1-95 Resurfacing and Bridge Rehab - C203694
Project Location: 1-95 Bridge Resurfacing and Bridge Rehab
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: 'Lewis Farms —Wesley Wooten
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
211/17
Alien Wooten
Malpass Farm — (34029'33"; 780041091!)
12,000
C:\Users\Rob\OneDrive for BusinessMared\WMSS Projects\201 5\1 5-20 Lewis Farms\DOT P�ojects\2016 Land Application\LAND APPLICATION LOG 2016 - Fayetteville.doc

HYDRODEMOLITION OPERATION SLURRY/ DIAMOND GRINDING SLURRY
pH LOG
-Project Name -.
(Source of HOS/DGS): Barnhill Contracing -1-95 Resurfacing and Bridge Rehab - C20369-4
Project Location: 1-95 Bridge Resurfacing and Bridge Rehab
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date pH Sample Collected
Date.pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
2/1/17
2/1117
Field
11.91
Truck
2/1/17
211/17
Field
12.22
Truck
2/1/17
2/1117
Field
12.01
Truck
CAUsers\Rob\OneDrive for Business\Shared\WMSS Projects\2015\15-20 Lewis Farms\DOT Pr6jects\2016 Land ApplicatioMpH LOG 2-14 - Fayetteville.doc

BUCKEYE BRIDGE LLC
DD00157
NEUSE RIVER BRIDGE PRESERVATION -NC 581
HOS - 2016

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): Buckeye Bridge-LLC - Ne.use River Bridge Preservation - NC 581 - DD00157
Project Location: Neuse River Bridge Preservation - NC 681 - DD001`57
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude /Longitude
Quantity Applied
(Gallons or Dry Weight)
%Solids
8/28/16
9/4116
9/9116
Allen Wooten
Allen Wooten
Allen Wooten
Malpass Farm— (34°29'33"; 78004'0911)
Malpass Farm-- (34029133"; 78°04'091")
Malpass Farm.— (34129133"; 78904'09") "
8,000
4,000
4,000
9/18/16
Allen Wooten
Malpass Farm — (34029133"; 78004'09")
8,000
Shared\WMSS Projects\2015\15-20 Lewis Farm§\DOT Projects\2016land Application\LAND APPLICATION LOG 2016 - NC 581.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): Buckeye Bridge LLC - Neuse River Bridge Preservation - NC 581 - DD00157
Project Location: Neuse River Bridge Preservation - NC 5.81 - DD00157
Project Description: Hydrodemolition
Land Application
Operator in Responsible Charge: Lewis Farms — Wesley Wooten
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
8/28/16
8/28/16'
Field
11.91
Dewatering Box
9/4/16
9/4/16
Field
11.63
Dewatering Box
919/16
9/9116
Field.
11.9.2
Dewatering Box
9/18/16
9/18/16
Field
11.88
Dewatering Box
Shared\WMSS Projects\2015\15-20 Lewis Farms\DOT Projects\2016 Land Application\pH LOG 2016 - NC 581.doc

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor - Secretary
������
June 3, 2014 E®
Michael-L. HolderSUN, P.E. —Chief Engineer DENR-FAYEf
NC Department of Transportation TEWLLE REGIONAL OFFICE
1536 Mail Service Center
Raleigh, NC 27601-1536
Subject: Permit No..WQ0035749
Diamond Grinding/Hydrodemolition
Land Application of Diamond
Grinding and Hydrodemolition
Operation Slurry (503 exempt)
Statewide
Dear Mr. Holder: " iR
In accordance with your permit modification request received April 25, 2014, we are forwarding
herewith Permit No. WQ0035749, dated June 3, 2014, to the NC Department of Transportation for the
operation of the subject residuals management program.
Modifications to the subject permit are as follows:
♦ Condition 111.3. in previous permit — regarding the requirement for a verification that
DGS and HOS do not exceed the metals ceiling concentration or TCLP limits. This
condition is removed based on our review of the submitted data which demonstrate that
such parameter(s) has no significant concentration.
♦ Condition, III.8 (1) in previous permit — regarding ground cover requirement is removed.
♦ Condition IV.2 in previous permit — the TCLP analysis and monitor is removed based on
the submitted data which show very low detections or non -detected parameters.
♦ Condition IV.2' (formerly IV.3 in previous permit)'—' The bi-monthly sampling
requirement is removed and monitoring parameters are reduced per , your request. In
addition, additional language is added to allow sampling in storage unit/tank.
The submitted data show all samples with pH very close to or greater than 12.5, therefore,
pH adjustment may be necessary prior to land applying the materials. Please note that DGS or
HOS shall not be land applied if its pH is greater than or equal to 12.5.
This permit shall be effective from the date of issuance until May 31, 2017, shall void Permit No.
WQ000035749 issued April 24, 2013, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Section IV. Failure to
establish an adequate system for collecting and maintaining the required operational information shall
result in future compliance problems.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http://portal.ncdenr.om/web/wo
An Equal Opportunity 1 Affirmative Action Employer — Made in part with recycled paper

Mr. Michael L. Holder
June 3, 2014
Page 2 of 2
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Chonticha McDaniel at
[phone] or [e-mail].
Sincerely,
�„ Thomas A. Reeder, Director
Division of Water Resources
cc: Asheville Regional Office, Water Quality Regional Operations Section
Fayettevil.leRegional OOffice, Water QualityuRegional Operat'ons-Sectio
Mooresville'Regional Office, Water Quality Regional Operations Section
Raleigh Regional Office, Water Quality Regional Operations Section
Washington Regional Office, Water Quality Regional Operations Section
Wilmington Regional Office, Water Quality Regional Operations Section
Winston-Salem Regional, Office, Water Quality Regional Operations Section
Rob Willcox, LSS - S&ME, Inc. (3718 Old Battleground Rd, Greensboro,14C 27410)
Permit File WQ0035749
Notebook File WQ0035749

NORTH CAROLINA '
ENVIRONMENTAL MANAGEMENT COMMISSION .
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
-DISTRIBUTION AND LAND APPLICATION OF DIAMOND GRINDING AND
HYDRODEMOLITION OPERATION SLURRY PERMIT (503 EXEMPT)
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of f North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
NC. Department of -Transportation
(Statewide)
' J
FOR THE
operation of ..a Diamond ' Grinding Slurry (DGS) and "Hydrodemolition Operation "`Slurry (HOS)
management program for. the 'North Carolina Department, of Transportation . and consisting of the
distribution and land application of slurry (containing water and pulverized concrete) generated by the
diamond grinding of concrete pavement ,during road construction or maintenance projects; and slurry . .
generated by the concrete hydrodemolition operation during bridge deck restoration, process with no.
discharge of wastes to surface waters, _pursuant to' the application received April. 25,' 2014, and in
conformity with other supporting data subsequently, filed and.., approved by the .Department of
Environment and Natural Resources_and considered a part of this permit.
This permit shall be effective from the date of issuance until May 31, 2017, and shall be subject to the
following specified conditions and limitations: .
I. SCHEDULES
1. No later than six months prior to. the expiration of this permit; the Permittee shall request •renewal of
this permit on official Division forms. Upon .receipt of the: request, the Division will review the
adequacy of the facilities -described therein, and if,warranted, will renew the permit for such period of
time and under such conditions and 'limitations as it may deem appropriate. -Please note Rule 15A
NCAC '02T .01.05(d) requires an updated site' map to be submitted with the permit' renewal
application.,
H. PERFORMANCE STANDARDS
1. The subject residuals management program shall -be effectively maintained and operated at all times
so there is no discharge to.. surface • waters, nor .any contravention of groundwater or surface water
standards. In the event- the facilities fail to perform satisfactorily, including the creation' of nuisance
conditions due to improper operation and maintenance,. the Permittee shall immediately cease land
applying" DGS or HOS to the site, contact the', appropriate regional office supervisor for the -county .in
which the land application site is located; and takes any immediate corrective actions.
2. This permit shall not relieve the P,ermittee of their. responsibility .for damages to .groundwater or . '
surface water resulting from the operation of this residuals management program.
W90035749' Version 1`:2 Shell Version 140324 Page 1 of 7

`1
3. Only slurry generated by the diamond grinding process and/or the hydrodemolition operation are
approved for land application in accordance with this permit:
4. Pollutant concentrations in DGS or HOS applied to any land application site shall not exceed.the
following Ceiling Concentrations or Monthly Average Concentrations (i.e., dry weight basis):
r.
Parameter
Ceiling Concentration
(milligrams per kilogram)
Monthly_ Average
Concentration
(milligrams per kilogram)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
n/a
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
5. Setbacks for land applied DGS or HOS shall be as follows:
Setback by residual type
Setback Description
(feet)
Liquid
Cake*
Private or public water supply
100'
100
Surface waters (streams — intermittent and perennial,
100
25
perennial waterbodies, and wetlands
Surface water diversions (ephemeral streams,
25
0
waterways, ditches)
Groundwater lowering ditches (where the bottom of
25
0
the ditch intersects the SHWT)
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0
* "Cake" residuals are those that have greater than 15% solids by weight and can be stacked without flowing, as
well as can be handled, transported and spread as a solid (e.g., using a backhoe, front end loader, slinger
spreader, broadcast spreader or other equipment designed for handling solid materials) without leaving any
significant liquid fraction behind.
6. Land application areas shall be clearly marked on each site prior to and during any DGS/HOS
application event.
7. DGS/HOS shall not be applied in exceedance of agronomic rates or hydraulic capacity of the soils;
whichever is most limiting. Appropriate agronomic rates based on plant available nitrogen (PAN) and.
phosphorous shall be determined using one of the following methods:
a. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (http://www.soil.ncsu.edu/programs/mup/yields/), or
b. The crop management plan outlined by the local Cooperative Extension Office, the. Department
of Agriculture and Consumer Services, the Natural Resource Conservation Service, or an
agronomist, and
WQ0035749'Version 1.2 Shell Version 140324 Page 2 of 7

c. If the appropriate -nutrient application rates cannot be determined, ,the Permittee shall contact the
Division to determine necessary action. ' ) .
8. DGS/HOS shall not be applied in exceedance of the soil test results or recommendations from an
agronomist on the amount of DGS/HOS needed for soil pH_adjustment'(i.e. lime equivalency rates).
M. OPERATION AND MAINTENANCE REQUIREMENTS
1. The DGS and HOS management program shall be properly maintained and operated at all times. The
program shall be effectively maintained and operated as a non -discharge , system to prevent any
contravention of surface water or groundwater standards.
2. The appropriate Division -of Water Resources Regional Office(s), to be determined based on the
county(ies) in which the land application sites are located (see Figure 1 - Regional Offices Map), shall
be notified at least 48 hours prior to .the DGS or HOS application to _any land application site unless a
project meeting opportunity has been established with an appropriate regional office. Notification to
the regional office supervisor shall be made from 8:00. a.m. until 5:00'p.m. on Monday through
Friday, excluding State Holidays.
3. The Permittee shall maintain an Operation and Maintenance Plan (0&M Plan) pursuant to 15A
NCAC 02T .1110. The O&M Plan; at the minimum, shall include:
a. Operational functions;
b. Maintenance schedules;
c. Safety measures;
d. Spill response plan; and
e. Sampling and monitoring plan including sampling frequency and guidelines for pH adjustment.
4. During land application activities, a copy of this permit and a copy of O&M Plan shall be maintained
at the land application sites.
5. When the Permittee transports or land applies DGS or HOS, the spill control provisions shall be
maintained in all DGS/HOS transport and application vehicles-
6. Adequate measures shall be taken to prevent wind erosion.and surface runoff from conveying DGS or
HOS from the land application sites onto,adjacent properties or into surface waters.
7. DGS or HOS shall not be land applied'under the following conditions:
a. If the DGS/HOS are likely to adversely affect a threatened or endangered species listed under
section 4 of the Endangered Species Act or its designated critical habitat;
b. -If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the DGS/HOS or the application causes the contravention of surface
Water or groundwater standards;
d. If the land, is flooded, frozen or snow-covered, or is otherwise in a, condition such that runoff of
the DGS/HOS would occur;
e. Within the 100-year flood elevation, unless the DGS/HOS .are injected or incorporated within a
24-hour period'following a land application event;
f. During a measurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied DGS/HOS, or if the slope is greater than 18%
for injected or incorporated DGS/HOS;
WQ0035749 Version 1.2 Shell Version 140324 Page 3 of 7

it
h. If the land is not intended to be used for agriculture (or turf, ornamentals trees, and other
vegetative practices along NCDOT right of way) within 12 months following any previous
DGS/HOS land application event;
i. If the DGS/HOS pH is greater than or equal to 12.5;
j. If the vertical separation between the seasonal high water table and the depth of DGS/HOS
application is less than one foot;
k. If the vertical separation of bedrock and the depth of DGS/HOS application is less than one foot;
8. DGS and HOS shall be adequately recovered and stored to prevent runoff. DGS and HOS may be
recovered and stored in mobile storage units at or near each project site. If an alternate storage site is
used, approval must be obtained from the Division.
9. A Utilization Agreement between the Permittee and the entity agreeing to accept and distribute DGS
or HOS shall be in place prior to distribution of the bulk residuals. The agreement shall specify the
agreeing entity's responsibilities. The Permittee or his designee and the person responsible for
application of the DGS/HOS shall sign the Utilization Agreement, which shall be considered expired
concurrent with the permit expiration date, and shall be renewed during the permit renewal process.
10. At a minimum, the Utilization Agreement shall stipulate the following:
a. By agreeing to accept the DGS/HOS, it is recognized that the application of these materials is
allowed under the conditions of this agreement. Land application of DGS/HOS is considered the
beneficial reuse of a waste under 15A NCAC 02T .1100, and has been deemed permitted under
15A NCAC 02T .1103(4) provided the conditions of this agreement are met. Any action resulting
in damages to surface water or groundwater, caused by failure to follow the conditions of this
agreement, is subject to Division enforcement action;
b. The person or entity accepting the DGS/HOS shall to the best of their knowledge meet the
following application requirements:
i. DGS/HOS shall not be land applied under the following conditions (list all prohibitions under
Condition 1II.8).
ii. DGS/HOS shall not be stockpiled or stored offsite for more than 60 days prior, to land
application;
iii. Application of DGS/HOS shall not occur within 100 feet of a public or private water supply
source;
iv. Application of DGS/HOS shall not occur within 100 feet of any well, with the exception of
Division approved monitoring wells;
v. Application of DGS/HOS shall not,occur within 25 feet of surface waters.
c. The generator of the DGS/HOS shall provide information on,the proper use of the DGS/HOS,
including information on the nutrient and lime quantities. within the DGS/HOS and recommended
application rates. A copy of the label or information sheet attached to bags or other containers, as
specified in the labeling requirements under Condition III.12 is sufficient;
d. The applicator or party, accepting bulk residuals from the Permittee shall supply all third parties
receiving bulk residuals with documentation specifying that application shall occur consistent
with the utilization agreement;
e. Instructions, including contact information for key personnel, shall be provided to the applicator
or party receiving bulk residuals in the event that any requirements specified in the utilization
agreement are not met.
f. , A copy of the Utilization Agreement shall be maintained at the land application sites when bulk
residuals are being applied.
WQ0035749 Version 1.2 Shell Version 140324 Page 4 of 7

11. An information sheet shall be provided to the person who -receives the DGS or HOS (i.e., landowner,
lessee, or operator). At a minimum, the label or information sheet shall contain the following:
a. Description of DGS/HOS and its contents (nutrients, lime value, etc.);
b. A statement that land application of DGS/HOS is prohibited except in accordance with the
instructions on the information sheet;
c. A statement identifying that the DGS/HOS shall be prevented from entering any public or private
water supply source (including wells) and any surface water (e.g., stream, lake, river, wetland,
etc.);
d. A statement that the DGS/HOS will be applied at agronomic rates, hydraulic capacity of the soils,
or lime equivalency of the DGS/HOS; whichever is most limiting.
12. The Permittee shall not distribute DGS/HOS to any person or entity known to be applying residuals
contrary to the condition of the signed Utilization Agreement.
13. DGS/HOS may be applied within medians located at the project site provided that a 25-f6ot setback
to all drop inlets along the median is maintained and appropriate BMPs are used to prevent surface
runoff from entering the storm drain system unimpeded. Areas where groundwater is less than one (1)
foot from the ground surface or areas with a defined channel shall be buffered out.
14. DGS/HOS may be used as soil amendment and land applied by injection or incorporation method
within roadbed fill areas where site grading is actively taking place. The Permittee shall recommend
the suitable application rate and receive approval from the Division prior to beginning land
application in these areas: Caution must be taken to prevent surface runoff.
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event the facilities. fail to perform satisfactorily due to improper operation and maintenance
resulting in discharges of DGS/HOS to surface waters or any contravention of groundwater and/or
surface water standards, any Division required monitoring (including groundwater, plant tissue, soil -
and surface water analyses) necessary to ensure, groundwater, and surface water protection shall be
established, and an acceptable sample reporting schedule shall be followed.
2. An analysis shall be conducted on DGS and HOS from each road construction project prior to the
initial land application event, and the Permittee shall maintain the results for a minimum of five years.
The analysis shall include the following parameters:
Calcium Carbonate'
Equivalence (CCE)
Percent Total Solids
pH*
*pH shall be sampled for each truckload (or storage unit/tank provided that no additional waste is
added to the unit after the sampling event) to demonstrate that the DGS/HOS is non -hazardous under
the RCRA (i.e. 2.0 > pH < 12.5).
The Permittee may request a permit modification to reduce the frequency and/or monitoring
parameters required after sufficient amount of sampling data are, collected and the data demonstrate
that such, parameter(s) has no significant concentration and 'pose no risk to human health or the
environment.
Measurement of DGS/HOS pH shall be performed in accordance with the EPA Test Method 9040C
( itp://www.gpa.gov/ppawaste/hazard/testmethods/sw846/pdfs/9040c pdf).
4. Laboratory parameter analyses shall be performed on the DGS/HOS after any polymer or chemical
additions, as they are land applied, and shall be in accordance with the monitoring requirements in
15A NCAC 02B .0505.
WQ0035749 Version 1.2 Shell Version 140324 Page 5 of 7

5. The Permittee shall maintain records tracking all DGS/HOS land application events. At a minimum,
these records shall include the following:
a. Source of DGS/HOS (i.e., project name and location);
b. Date of land application
c. Location of receiving site (i.e., land owner name, address, latitude and longitude);
d. Volume of DGS/HOS applied to each site (dry weight or in gallons with %solids included);
6. All monitoring results and records tracking as required under Condition IV.2 and IV.5 shall be
submitted annually on or before March 1". The annual report and seven (7) additional copies (to be
forwarded to regional offices) shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
7. Noncompliance Notification
The Permittee shall report by telephone to the appropriate Regional Office for the county in which the
project is located (see Figure 1 - Regional Offices Map), as soon as possible, but in no case more than
24 hours or on the next working day following the occurrence or first knowledge of the occurrence of
any of the following:
a. Any occurrence with the land application program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a --release of material to surface waters.
c. Any time self -monitoring indicates the facility has gone out . of compliance with its permit
limitations.
d. Any process unit failure, due to known or unknown reasons, rendering the land application.
incapable of adequate operation.
e. Any spill or discharge from a vehicle or piping system during DGS/HOS transportation
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject program and shall be in accordance with the approved O&M Plan.
2. Prior to each land application event, the Permittee or his designee shall inspect the DGS/HOS storage,
transport and application equipments to prevent malfunctions, deterioration and operator errors
resulting in discharges, which may cause the release of wastes to the environment, a threat to human
health or 'a public nuisance. The Permittee shall maintain an inspection. log that includes, at a
minimum, the date and time of inspection, observations made, and any maintenance, repairs, or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of inspection, and this log shall be made available to the Division upon request.
WQ0035749 Version 1.2 Shell.Version 140324 Page 6 of 7

3. Any duly authorized Division representative may,, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee.to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C.
2. This permit shall become voidable if the land application events are not carried out in accordance
with the conditions of this permit.
3. This permit is effective only with respect to the nature and volume of DGS/HOS described in the
permit application and other supporting documentation.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies.
(e.g., local, state, and federal). Of,particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000;,any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
In the event the DGS and HOS management program changes ownership or the Permittee changes
their name, a formal permit modification request shall be submitted to the Division. This request
shall be made on official Division forms, and shall include appropriate documentation from the
parties involved and other supporting documentation as necessary. The Permittee of record shall
remain fully responsible for maintaining and operating the program permitted herein until a permit is
issued to the new owner.
6. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
7. Unless the Division. Director grants a variance, expansion of the permitted DGS/HOS management
program contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A
NCAC 02T .0120(b).
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division or an
electronic inter -agency billing shall be established. Failure to pay the annual fee accordingly shall be
cause for the Division to revoke this permit pursuant to 15A NCAC 02T .0105(e)(3).
Permit issued this the 3`d day of June 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Thomas A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit•Number WQ0035749
WQ0035749 Version 1.2 Shell Version 140324 Page 7 of 7

North Carolina Department of Environment and Natural Resources
Division of Water Quality Regional Offices
New Roanoke Chowan
Pasquotank
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Cape Fear
Asheville Regional Office (ARO) Mooresville Regional Office (MRO) Washington Regional Office (WaRO) Bkx
' Roger Edwards, Surface Water Protection Supervisor Rob Krebs,Surface Watef Proiection Supeiisor Al Hodge, Surface Water: Protection Supervisor -
LandonDavidson,Aquifer Protection Supervisor Andrew Pinter, Aquifer Protection Supervisor - David. May, Aquifer Protection. Supervisor
2090 US Highway 70 610 East Center Avenue, Suite 301 943 Washington. Square Mall ,
Swannanoa,.NC 28778 Mooresville, NC 28115 Washington, NC 27889
COURIER 12-59-01 COURIER 09-08-06 COURIER'16-04-01
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax:: [phone] or [phone]
Avery - Haywood Polk Alexander Lincoln Beaufort Gates Pamlico Winston=Salem Regional Ofce'(WSRO) Central Office
Buncombe Henderson -Rutherford -Cabarets Mecklenburg Bettie Greene Pasquotank - -
Burke Jackson Swain Catawba Rowan Camden Hertford Perquimans 'Corey Basinger, Surface Water Protection Supervisor DENR
Caldwell Macon Transylvania Cleveland Stanly Chowan Hyde Pitt Sherri Knight, Aquifer Protection Supervisor Division of Water Quality
Cherokee Madison Yancy Gaston Union Craven- .Jones Tyrell 585 Waughtown Street 1617 Mail Service Center
Clay McDowell Iredell Currituck Lenoir - Washington ' Winston-Salem, NC 27107 Raleigh, NC 27699-1617
Graham Mitchell Dare Martin Wayne COURIER 13-15-01 COURIER 52-01-00
Phone: [phone] Phone: [phone]
Fayetteville Regional Office (FRO) Raleigh Regional Office (RRO) Wilmington Regional Office (WRO) Fax: [phone]. * Fax: [phone]
Alamance :Forsyth. Watagua
ArtBarnhardt,A uiferProtectionSu Supervisor JayZimmerman, A uiferProtectionSupevisor Charlie Stehman, q Supervisor Ieghany Guildford, Wilkes
225 Green Street9 P 3800 Barrett Drive 127 Cardinal Drive Exte.n iorotecton Su ervisor Ache .Randolph Yadkin
Belinda Henson, Surface Water Protection Supervisor Dann Smith, Surface Water Protection Supervisor Rick Shiver, Surface Water Protection Supervisor AI
Caswell Rockingham O
• Systel Building Suite 714 Raleigh NC 27609 _ Wilmington NC 28405-2845� Davidsondso Stokes ^
Fayetteville, NC 28301-5043' COURIER 52 01-00 COURIER 04-16 33. Davie Surry K
COURIER 14-56-25 - Phone [phone] .Phone (910) 796=7215
Phone: [phone] .Fax: [phone] Fax: [phone]
Fax: [phone] Chatham Johnston Vance Brunswick .New Hahover
Anson Moore Durham 'Lee Wake Carteret Onslow
Bladen Richmond Edgecombe Nash Warren 'Columbus Pender ,
Cumberland Robeson Franklin Northampton Wilson ; Duplin -
Harnett Sampson Granville Orange Planning Section
.Hoke Scotland Halifax Person Basinwide Planning Unit
Montegomery July, 2009

a
HYDRODEMOLITION OPERATION.SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
s 8/11/2016
Hwy 421 South
Median South
4000
25.57
8/12/2016
Hwy 421 South
Median South
4000
25.57
8/12/2016
185 North
Shoulder Pump Off
3000
25.57
8/12/2016
185 North
Shoulder Pump Off
3000
25.57
8/14/2016
Hwy 421 South
Median South
4000
-25.57
8/14/2016
Hwy 421 South
Median South
2000
25.57
8/14/2016
Hwy 421 South
Median South
3000
25.57
8/14/2016
Hwy 421 South
Median South
4000
25.57
8/14/2016
Hwy 421 South
Median South
1500 J
25.57
8/15/2016
Hwy 421 South
Median South
3560
25.57
8/15/2016
Hwy 421 South
Median South
2000
25.57 .
C:\Users\dsanders\Documents\Job 570084 Slurry DlsposallLAND APPLICATION LOG 8-2016 2.doc

HYDRODEMOLITION,OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source'of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro,
Project Description: Pavement & Bridge Rehabilitation.
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner.Name)
Receiving Site Addressor
Latitude ! Longitude
Quantity Applied
(Gallons or DryWeight)
% Solidi
8/15/2616
185 South
Shoulder Pump Off
3000
25.57
8/15/2016
185 South
Shoulder Pump Off
2000
25.57
81,15l2016
Hwy 421
Median South
2500
25.57
8/16/2016
Hwy 421
Median Shoulder
. 4000
25.57
'8116/2016
185 South
Shoulder Pump Off
4000
25.57
8/16/2016
185
Shoulder Pump Off
3500
25.57
-, 8/1612016
Hwy 421 .
Median South
2500
25.57
8/16/2016 .
Hwy'421
Median South
3500
25.57
8/17/2016
Hwy 421
Median South
3000
25.57
`8/17/2016
Hwy 421
Median South
2500
25.57
8/17/2016
185 South
Shoulder Pump Off
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
8/1712016
185 South
Shoulder Pump Off
4000
25.57
8/17/2016
Hwy 421
Median South'
3000
25.57
8/18/2016
Hwy 421
Median South
3500
25.57
8/18/2016
Hwy 421
Median South
3500
25.57
8/18/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
185 South
Shoulder Pump Off
4000
25.57
8/22/2016
185 South
Shoulder Pump Off
2000
25.57
8/22/2016
Hwy 421
Median South
4000
25.57
8/23/2016
Hwy 421
Median South
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 4.doc

I
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude 1 Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solid:
8/23/2016
185 South
Shoulder Pump Off
3000
25.57
8/23/2016
Hwy 421
Median South
2000
25.57
8/23/2016
Hwy 421
Median South
3000
25.57
8/23/2016
Hwy 421
Median South
3200
25.57
8/24/2016
Hwy 220
Median South
3500
25.57
8/24/2016
Hwy 220
Median South
4000
25.57
8/24/2016
Hwy 220
Median South
4000
25.57
8/24/2016
185 South
Shoulder Pump Off
5000
25.57
8/24/2016
Hwy 421
Median South
2500
25.57
8/24/2016
Hwy 220
Median South
2500
25.57
8/25/2016
Hwy 220
Median South
3500
25.57
C:1Usersldsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 8-2016 5.doc

J 4
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C203785
Project Location: .1-85 From South Elm-Eugene.Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site _
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
8/25/2016
Hwy 220
Median South
4000 .
25.57.
8/25/2016
Hwy 220
Median South
2000
25.57
8/25/2016
Hwy 220
Median South
3500
25.57
8/25/2016
185 South
Shoulder Pump Off
4000
25.57
8/26/2016
Hwy 421
Median South
25001
25.57
8/26/2016
Hwy 220
Median South
4500
25.57
.8126/2016
Hwy 220
Median South
3500
25.57
8/26/2016
Hwy 220
Median South `.
2500
25.57
8/29/2016
Hwy 421
Median South
4000
25.57
8/29/2016
Hwy 220
Median South
3500
25.57
8/29/2016
185 South
Shoulder Pump Off
2500
25.57
C:1UsersldsanderslDocuments\Job 570084 Slurry DisposaRLAND APPLICATION LOG 8-2016 6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785.
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
25.57
8/2912016.
185 South
Shoulder Pump Off
3500
25.57
8/29/2016
Hwy 220
Median South
3000
25.57
8/29/2016
Hwy 220
Median South
2000
25.57
8/30/2016
Hwy 220
Median South
4000
25.57
8/30/2016
Hwy 220
Median South
3500
25.57
8/30/2016
185 South
Shoulder Pump Off
3000
25.57
8/31/2016
Hwy 220
Median South
4000
25.57
8/31/2016
Hwy 220
Median South
3500
25.57
8/31/2016
Hwy 220
Median South
2000
25.57
8131/2016
Hwy 220
Median South
3000
25.57
8/31/2016
Hwy 220
Median South
4000
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 8-2016 7.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/7/2016
Hwy 220
Median South
2500
25.57
9/7/2016
Hwy 220
Median South
3000
25.57
9/7/2016
185 South
Shoulder Pump Off
4000
25.57
9/7/2016
Hwy 220
Median South
1000
25.57
9/8/2016
Hwy 220
Median South
3000
25.57
9/8/2016
185 South
Shoulder Pump Off
4000
25.57
9/8/2016
Hwy 421
Median North
4000
25.57
9/8/2016
Hwy 421
Median North
4000
25.57
9/8/2016
Hwy 421
Median North
3500
25.57
9/9/2016
Hwy 220
Median South
2500
25.57
9/9/2016
Hwy 220
Median South
2000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 9-2016.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
:. LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/9/2016
185 South
Shoulder Pump Off
5000
25.57
9/9/2016
Hwy 220
Median South
4000
25.57
9/9/2016
185 South
Shoulder Pump Off
2000
25.57
9/9/2016
185 South
Shoulder Pump Off
3000
25.57
9/11/2016
Hwy 220
Median South
3500
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/11/2016
Hwy 220
Median South
4000
25.57
9/12/2016
Hwy 220
Median South
2500
25.57
9/12/2016
185
Shoulder Pump Off
4000
25.57
911212016
Hwy 220
Median South
2500
25.57
C:\Users\dsanders\DocumentsUob 570084 Slurry Disposal\LAND APPLICATION LOG 9-2016 2.doc

J J J l ti �_ < I '7 _1
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
9/23/2016
Hwy 421
Median North
3500
25.57
9/25/2016
Hwy 421
Median North
4500
25.57
9/25/2016
Hwy 421
Median North
4000
25.57
9/25/2016
Hwy 421
Median North
4500
25.57
9/30/2016
Hwy 421
Median North
3000
25.57
9/30/2016
Hwy 421
Median North
4000
25.57
9/30/2016
Hwy 421
Median North
3000
25.57
9/3012016
Hwy 421
Median North
4000
25.57
9/30/2016
Hwy 421
Median North
4000
25.57
C:\L1sersWsanders\Documents\Job 570084 Slurry Di$posaRLAND APPLICATION LOG 9-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/212016
Hwy 421
Median North
2000
25.57
10/2/2016
Hwy 421
Median North
4000
25.57
10/2/2016
Hwy 421
Median North
4000
25.57
101212016
Hwy 421
Median North
3500
25.57
10/2/2016
Hwy 421
Median North
5000
25.57
10/3/2016
185 North
Median Pump Off
4000
25.57
10/3/2016
Hwy 421
Median North
3000
25.57
10/3/2016
Hwy 421
Median North
4000
25.57
10/3/2016
Hwy 421
Median North
2500
25.57
10/3/2016
Hwy 421
Median North
3500
25.57
10/4/2016
Hwy 421
Median North
1500
25.57
C:IUsersldsanders\DocumentsQob 570084 Slurry DisposaRLAND APPLICATION LOG 10-2016.doc

MYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/4/2016
185 North
Median Pump Off
4500
25.57
10/4/2016
Hwy 421
Median North
4000
25.57
10/5/2016
Hwy 421
Median North
3500
25.57
10/5/2016
Hwy 421
Median North
3500
25.57
10/5/2016
Hwy 421
Median North
4000
25.57
10/5/2016
Hwy 421
Median North
3500
25.57
1011012016
Hwy 421
Median North
3500
25.57
1011012016
Hwy 421
Median North
4000
25.57
10/10/2016
Hwy 220
Median North
3000
25.57
10/10/2016
Hwy 220
Median North
2500
25.57
10/10/2016
Hwy 220
Median North
3500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 2,doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description:, Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
,,Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude ! Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/11/2016
Hwy 220
Median North
3000
25.57
10/11/2016
Hwy 220
Median North
3500
25.57
10/11/2016
Hwy 220
Median North
2500
25.57
10/1112016
Hwy 220
Median North
4000
25.57
10/11/2016
Hwy 220
Median North
4500
25.57
10/12/2016
Hwy 421
Median North
3500
25.57
1011212016
Hwy 421
Median North
4000
25.57
10/12/2016
Hwy 220
Median North
4000
25.57
10114/2016
Hwy 220
Median North
2500
25.57
10/14/2016
Hwy 220
Median North
3500
25.57
10/16/2016
Hwy 220
Median North
4000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
10/16/2016
185 North
Median Pump Off
3500
25.57
10116/2016
Hwy 220
Median North
3200
25.57
1011612016
Hwy 421
Median North
3500
25.57
10117/2016
Hwy 220
Median North
2500
25.57
1011712016
Hwy 22-0
Median North
4000
25.57
10/17/2016
Hwy 220
Median North
4500
25.57
10/1/72016
Hwy 220
Median North
3000
25.57
10/17/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 421
Median North
4000
25.57
10/18/2016
Hwy 220
Median North
5000
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\LAND APPLICATION LOG 10-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
10/18/2016
Hwy 220
Median North
3500
25.57
10/18/2016
Hwy 220
Median North
3000
25.57
10/19/2016
Hwy 220
Median North
4000
25.57
10/19/2016
Hwy 220
Median North
5000
25.57
10/19/2016
Hwy 220
Median South
4500
25.57
10/19/2016
Hwy 220
Median South
1500
25.57
10/19/2016
Hwy 220
Median North
3000
25.57
10/20/2016
Hwy 220
Median South
2500
25.57
10/20/2016
Hwy 220
Median South
4000
25.57
10/20/2016
Hwy 220
Median South
2500
25.57
C:\Users\dsanders\Documents\Job 570084 Slurry DisposaRLAND APPLICATION LOG 10-2016 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C2037851 Job 570084 Bio Green
Project Location: 1-85 From South Elm -Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
o
/o Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
10/26/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
31500
25.57
degrees 49143.27"W)
10/27/16
Pat Short
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
24500
25.57
degrees 49 43.27 W)
10/28/16
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
28000
25.57
Pat Short
degrees 49143.27"W)
10/29/16
Pat Short
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
7000
25.57
degrees 49143.27"W)
10/31/16
Pat Short
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
31500
25.57
degrees 49 43.27 W)
11/1/16
Pat Short
PSI (Lat. 35 degrees 59124. 16" N; Long — 79
24500
25.57
_
degrees 49 43.27 W)
11/2116
Pat Short
PSI (Lat. 35 degrees 59124.1611 N; Long — 79
24500
25.57
degrees 49'43.27"W)
11/2/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
3500
25.57
degrees 48 54.21 W)
1113/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
28000
25.57
degrees 48 54.21 W)
11/4/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
17500
25.57
degrees 48'54.21"W)
care aan arc
nruman c . n _ nrry I If-,nnqAJIIin
reen_ oc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203785 / Job 570084 Bio Green
Project Location: 1-85 From South Elm -Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
11/5/16
Pat Short
PSI (Lat. 35 degrees 59'24. 16" N; Long — 79
degrees 49143.27' W)
10500
25.57
1117/16
Pat Short
PS2 (Lat-35 degrees 59'12.30"N; - Long- 79
degrees 48'54.21"W)
21000
25.57
11/8116
Pat Short
PS2 (Lat-35 degrees. 59'1 2.30"N; - Long- 79
degrees 48 54.21 W)
31500
25.57
.. sere can arc
nrnman cInh P If IRA irry I 3mnn"n1kiin
4reen nc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
6/23/16
Field
11.07
Truck
6/23/16
Field
11.98
Truck
6/23/16
Field
12.09
Truck
6/23/16
Field
12.09
Truck
6/26/16
Field
12.06
Truck
6/26/16
Field
12.01
Truck
6/26/16
Field
12.26
Truck
6/26/16
Field
12.26
Truck
6/26/16
Field
12.10
Truck
6/28/16
Field
12.16
Truck
6/28/16
Field
12.08
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 6-2016.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/5/16
Field
11.99
Truck
7/5/16
Field
12.05
Truck
7/5/16
Field
11.99
Truck
7/6/16
Field
12.04
Truck
7/6/16
Field
11.81
Truck
7/7/16
Field
11.99
Truck
7/7/16
Field
11.94
Truck
7/7/16
Field
11.94
Truck
7/7/16
Field
12.03
Truck
7/12/16
Field
11.99
Truck
7/12/16
Field
11.81
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 6-2016-2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible -Charge: Mike Miller
Date pH Sample Collected
Date -pH Analyzed / Reported
Lab or Field Sample,
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/12/16
I
Field
11.80
Truck
7/1216
Field
11.80
Truck
7/12/16
Field
11.71
Truck
7/13/16
Field
11.80
Truck
7/13/16
Field
11.80
Truck
7/13/16
Field
11.88
Truck
7/13/16
Field
11.82
Truck
-7/13/16
Field
11.93
Truck
7/14/16
Field
11.78
Truck
7/14/16
Field
11.85
Truck
7/14/16
Field
11.75
Truck
CAUsers\dsanders\Documents\Job 570064 Slurry Disposal\pH LOG 7-2016-2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project.Name
(Source of HOSIDGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/14/16
Field
11.86
Truck
7/1416
Field
11.82
Truck
7/17/16
Field
11.97
Truck
7/17/16
Field
11.95
Truck
7117/16
Field
11.35
Truck
7/17/16
Field
10.91
Truck
7/17/16
Field
11.87
Truck
7/17/16
Field
11.71
Truck
7118/16
Field
11.80
Truck
7/18/16
Field
11.10
Truck
7/1816
Field
11.30
Truck
CAUsersldsanders\DOcumentsWob 570084 Slurry DisposallpH LOG 7-2016-2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project (Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/18/16
Field
11.35
Truck
7/1916
Field
11.15
Truck
7/19/16
Field
11.10
Truck
7/19/16
Field
11.21
Truck
7/19/16
Field
11.31
Truck
7/17/16
Field
10.91
Truck
7/19/16
Field
11.30
Truck
7/20116
Field
10.89
Truck
7/20/16
Field
11.05
Truck
7/20/16
Field
11.14
Truck
7/20/16
Field
10.84
Truck
CALlsers\dsandersmocumentsWob 570084 Slurry Disposal\pH LOG 7-2016-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C20.3785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/20/16
Field
11.19
Truck
7/2116
Field
10.88
Truck
7/21/16
Field
10.82
Truck
7/21/16
Field
11.16
Truck
7/21/16
Field
11.18
Truck
7/21/16
Field
10.97
Truck
7/24/16
Field
10.73
Truck
7/24/16
Field
10.66
Truck
7/24/16
Field
11.07
Truck
7/24/16
Field
10.82
Truck
7/24/16
Field
10.87
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH'LOG 7-2016-4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/25/16
Field
10.78
Truck
7/25/16
Field
11.00
Truck
7/25116
Field
10.82
Truck
7/26/16
Field
10.95
Truck
7/26/16
Field
10.85
Truck
7/26/16
Field
10.72
Truck
7126/16
Field
10.64
Truck
7/26/16
Field,
10.68
Truck
7126/16
Field
11.09
Truck
7/28/16
Field
9.63 '
Truck
7/28/ 16
Field -7
10.90
Truck
CAUsers\dsanders\DocumentsWob 570084 Slurry Disposal\pH LOG 7-2016-5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed 1 Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
7/28/16
Field
11.23
Truck
7/28/16
Field
11.32
Truck
7/28/16
Field
11.86
Truck
7/29/16
Field
11.80
Truck
GALlsers\dsanders\Documents\Job 570084 Slurry DisposallpH LOG 7-2016-6.doc

- -- -- - - - - - _ _
_ v_ _ << _
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/4/16
Field
12.18
Truck
8/4/16
Field
12.18
Truck
8/4/16
Field
12.16
Truck
8/9/16
Field .
11.91
Truck
8/9/16
Field
11.84
Truck
8/9/16
Field
11.59
Truck
8/9/16
Field
11.52
Truck
8/10/16
Field
11.89
Truck
8/10/16
Field
11.95
Truck
8/11/16
Field
11.76
Truck
8/11/16
Field
11.96
Truck
CALlsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 2-14.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/11/16
Field
11.76
Truck
8/12/16
Field
11.20
Truck
8/12/16
Field
11.30
Truck
8/12/16
Field
11.70
Truck
8/14/16
Field
11.70
Truck
8/14/16
Field
11.33
Truck
8/14/16
Field
11.59
Truck
8/14/16
Field
.11.49
Truck
8/14/16
Field
11.47
Truck
8/15/16
Field
11.38
Truck
8/15/16
Field
11.65
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/15/16
Field
11.40
Truck
8/15116
Field
11.24
Truck
8/15/16
Field
11.45
Truck
8/16/16
Field
11.76
Truck
8/16/16
Field
11.66
Truck
8/16/16
Field
11.48
Truck
8/16/16
.Field
11.43
Truck
8/16/16
Field
11.49
Truck
8/17/16
Field
11.60
Truck
8/17/16
Field
11.55
Truck
8/17/16
Field
11.82
Truck
CAUsers\dsanders\Docurrents\Job 670084 Slurry Disposal\pH LOG 8-16-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/17/16
Field
11.36
Truck
8/17116
Field
11.66
Truck
8/18/16
Field
11.42
Truck
8/18/16
Field
11.28
Truck
8/18/16
Field
11.28
Truck
8/23/16
Field
11.67
Truck
8/23/16
Field
11.52
Truck
8/23/16
Field
11.74
Truck
8/22116
Field
11.59
Truck
8/22/16
Field
11.65
Truck
8/23/16
Field
11.57
Truck
CALlsersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 8-16-4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/23/16
Field
11.45
Truck
8/23/16
Field
11.32
Truck
8/23/16
Field
11.43
Truck
8/23/16,
Field
11.12
Truck
8/24/16
Field
11.87
Truck
8/24116
Field
11.41
Truck
8/24/16
Field
11.66
Truck
8/24/16
Field
11.60
Truck
8/24/16
Field
11.42
Truck
8/24/16
Field
11.72
Truck
8/25/16
Field
11.73
Truck
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16-5.doc

i J
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date. pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8125116
Field
11.67
Truck
8/25/16
Field
11.51
Truck
8/25/16
Field
11.47
Truck
8/25/16
Field
11.62
Truck
8/26/16
Field
11.60
Truck
8126116
Field
11.77
Truck
8/26/16
Field
11.73
Truck
8/26/16
Field
11.63
Truck
8/29/16
Field
10.77
Truck
8/29/16
Field
11.68
Truck
8/29/16
Field
11.71
Truck
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 8-16-6.doc

-1 --J ----� ---
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
P P
Date H Analyzed / Reported
p Y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
8/29/16
Field
11.72
Truck
8/29/16
Field
11.42
Truck
8129/16
Field
11.53
Truck
8/30/16
Field
11.58
Truck
8/30/16
Field
11.98
Truck
8/30/16
Field
11.53
Truck
8/31/16
Field
11.92
Truck
8/31/16
Field
11.85
Truck
8/31/16
Field
10.82
Truck
8/31/16
Field
11.97
Truck
8/31/16
Field
11.72
Truck
C:1Usersldsanders\DocumentslJob 570084 Slurry Disposal\pH LOG 8-16-7.doc

1--
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/7/16
Field
11.96
Truck
9/7/16
Field
11.88
Truck
9/7/16
Field
11.97
Truck
9/7/16
Field
11.98
Truck
9/8/16
Field
11.85
Truck
9/8/16
Field
11.95
Truck
9/8/16
Field
11.82
Truck
9/8116
Field
11.62
Truck
9/9/16
Field
10.73
Truck
9/9/16
Field
11.87
Truck
9/9/16
Field
11.82
Truck
C:\Users\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 9-16.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/9116
Field
11.88
Truck
9/9/16
Field
11.96
Truck
9/9/16
Field
11.71
Truck
9/11/16
Field
11.56
Truck
9/8/16
Field
11.85
Truck
9/11/16
Field
11.94
Truck
9/11/16
Field
11.73
Truck
9/12/16
Field
11.61
Truck
9/12/16
Field
11.65
Truck
9/12/16
Field
11.64
Truck
9/12/16
Field
11.69
Truck
C:1Usersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 9-16-2.doc

HYDRODEMOLIT10N OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/12/16
Field
11.67
Truck
9/12/16
Field
11.71
Truck
9/13/16
Field
11.55
Truck
9/13/16
Field
11.57
Truck
9/13/16
Field
11.65
Truck
9/13/16
Field
10.89
Truck
9/13/16
Field
10.82
Truck
9/13/16
Field
11.69
Truck
9/14/16
Field
11.62
Truck
9/14/16
Field
11.59
Truck
9/14/16
Field
11.82
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 9-16-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 140 in Greensboro
Project Description: Pavement & Bridge .Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/15/16
Field
11.50.
Truck
9115/16
Field
11.71
Truck
9/15/16
Field
11.58
Truck
9/18/16
Field
11.54
Truck
9/18/16
Field
11.67
Truck
9/18/16
Field
11.53
Truck
9/20/16
Field
10.71
Truck
9120/16
Field
11.61
Truck
9/23/16
Field
11.63
Truck
9/23/16
Field
11.47
Truck
9/23116
Field
11.69
Truck
CAUsersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 9-1&4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
9/25/16
Field
11.68
Truck
9/25/16
Field
11.62
Truck
9/25/16
Field
11.65
Truck
9/30/16
Field
11.70
Truck
9/30/16
Field
11.57
Truck
9/30/16
Field
11.64
Truck
9/30/16
Field
11.62
Truck
9/30/16
Field
11.60
Truck
CALlsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 9-16-5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
I -
Project Location: 1-85 From South Elm Eugene Str
Jet to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box;
10/02/2016
Field
11.69
Truck
10/02/2016
Field
11.67
Truck
10/02/2016
Field
11.61
Truck
` 10/02/2016
Field
11.65
Truck
10/02/2016
Field
11.31
Truck
10/03/2016
Field
11.65
Truck
10/03/2016
Field
L
11.62
Truck
10/03/2016
Field
11.61
Truck
I!
10/03/2016
Field
11.71
Truck
10/03/2016
Field
11.57
Truck
10/04/2016
Field
11.48
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project game
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/04/2016
Field
11.22
Truck
10/04/2016
Field
11.62
Truck
10/05/2016
Field
11.51
Truck
10/05/2016
Field
11.49
Truck
16/05/2016
Field
11.67
Truck
10/05/2016
Field
11.62
Truck
10/10/2016
Field
11.67
Truck
10/03/2016
Field
11.61
Truck
10/10/2016
Field
11.64
Truck,
10/10/2016
Field
11.62
Truck
10/10/2016
Field
11.68
Truck
C:\Usersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 10-2016-2.doc

J
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box
10/10/2016
Field
11.59
Truck
10/11/2016
Field
11.47
Truck
10/11/2016
Field
11.61
Truck
10/11/2016
Field
11.56
Truck
10/11/2016
Field
11.65
Truck
10/11/2016
Field
11.66
Truck
10/12/2016
Field
11.62
Truck
10/12/2016
Field
11.61
Truck
10/12/2016
Field
11.62
Truck
10/14/2016
Field
11.62
Truck
10/14/2016
Field
11.65
Truck
CAUsersldsanders\DccumentsWob 670084 Slurry DisposallpH LOG 10-2016-3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG.
Project Name
(Source of HOS/DGS): C203785
Project Location: I-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in. Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
10/17/2016
Field
11.52
Truck
10/16/2016
Field
11.71
Truck
10/16/2016
Field
11.68
Truck
10/16/2016
Field
11.65
Truck
10/16/2016
Field
11.66
Truck
10/17/2016
Field
11.68
Truck
10/17/2016
Field
11.62
Truck
10/17/2016
Field
11.47
Truck
10/17/2016
Field
11.67
Truck
10/18/2016
Field
11.42
Truck
10/18/2016
Field
11.69
Truck
CAL1sers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C20.3786
Project Location: 1-85.From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/18/2016
Field
11.55
Truck
10/18/2016
Field
11.61
Truck
10118/2016
Field
11.65
Truck
10/19/2016
Field
11.71
Truck
10/19/2016
Field
11.69
Truck
10/19/2016
Field
11.72
Truck
10/19/2016
Field
11.67
Truck
10/19/2016
Field
11.74
Truck
10/20/2016
Field
11.53
Truck
10/20/2016
Field
11.75
Truck
10/20/2016
Field
11.62
Truck
CAUsersldsanders\DocumentsUob 570084 Slurry DisposallpH LOG 10-2016-5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/25/2016
Field
11.5Q
Truck
10/25/2016
Field
11.60
Truck
10/25/2016
Field
11.75
Truck
10/25/2016
Field
11.55
Truck
10/25/2016
Field
11.62
Truck
10/27/2016
Field
11.62
Truck
10/27/2016
Field
11.64
Truck
10/27/2016
Field
11.73
Truck
10/27/2016
Field
11.67
Truck
10/27/2016
Field
11.61
Truck
10/28/2016
Field
11.52
Truck
GAL1sers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016-6.doc

HYDRODEMOLITION OPERATION. SLURRY / DIAMOND GRINDING SLURRY
pH LOG _
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to I-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/25/2016
Field
11.4
Truck
10/25/2016
Field
11.5
Truck
10/25/2016
Field
11.75
Truck
10/25/2016
Field
11.55
Truck
10/25/2016
Field
11.62
Truck
10/27/2016
Field
11.62
Truck
10/27/2016
Field
11.64
Truck
10/27/2016
Field
11.7$
Truck
10/27/2016
Field
11.67
Truck
10/27/201.6
Field
11.61
Truck
10/28/2016
Field
11.3
Truck
CAUsersldsanders\Documents\Job 570084 Slurry DisposallpH LOG 10-2016.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
10/28/2016
Field
11.53
Truck
10/28/2016
Field
11.65
Truck
10/28/2016
Field
11.48
Truck
10/28/2016
Field
11.47
Truck
10/30/2016
Field
11.82
Truck
10/30/2016
Field
11.25.
Truck
10/30/2016
Field
11.75
Truck
10/31/2016
Field
11.64
Truck
10/31 /2016
Field
11.52.
Truck
10/31 /2016
Field
11.60
Truck
CAUsersldsanders0ocumentslJob 570084 Slurry DisposallpH LOG 10-2016-7.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/1/2016
Field
11.6
Truck
11/1/2016
Field
11.7
Truck
11/1/2016
Field
11.81
Truck
11/1/2016
Field
11.50
Truck
11/1/2016
Field
11.69
Truck
11/2/2016
Field
11.6
Truck
11/2/2016
Field
11.6
Truck
11/2/2016
Field
11.74
Truck
111212016
Field
11.65
Truck
11/212016
Field
11.56
Truck
11 /3/2016
Field
11.46
Truck
CAUsers\dsanders\Documents\Job 570084 Slurry Disposal\pH LOG 10-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785 Job 570084
Project Location: 1-85 From South Elm Eugene Street to 1-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date H Sample Collected
p p
Date H Analyzed / Reported
P Y P
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/3/2016
Field
11.61
Truck
11/3/2016
Field
11.55
Truck
11/4/2016
Field
11.60
Truck
11/4/2016
Field
11.65
Truck
11/4/2016
Field
11.71
Truck
11/4/2016
Field
11.67
Truck
1-1/412016
Field
11.62
Truck
11/6/2016
Field
11.49
Truck
11/2/2016
Field
11.65
Truck
11 /2/2016
Field
11.56
Truck
11/3/2016
Field
11.54
Truck
CAUsers\dsanders\DocumentsWob 570084 Slurry Disposai\pH LOG 11-2016.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203785
Project Location: 1-85 From South Elm Eugene Street to i-40 in Greensboro
Project Description: Pavement & Bridge Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/6/2016
Field
11.53
Truck
11/7/2016
Field
11.6
Truck
11/7/2016
Field
11.6
Truck
11/7/2016
Field
11.49
Truck
11/7/2016
Field
11.68
Truck
Truck
Truck
Truck
Truck
Truck
Truck
CAUsersldsanders\Documents\Job 570084 Slurry DlsposaBpH LOG 11-2016 2.doc

PENHALL COMPANY
C203872
I-85 / GUILFORD
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C2038721570110 and C203901/570097 Bio Green
1-85 .From 0.3 Miles North of 1-85 Business to SR-3300 (S. Elm Eugene St.)GSO
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude I Longitude
(Gallons or Dry Weight)
12/14/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
28000
25.57
degrees 47'48.54"W)
12/15/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
31500
25.57
degrees 47'48.54"W)
12/16/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
31500
25.57
degrees 47148.54"W)
12/20/16
Par Short
PS5 (Lat. 35 degrees 59130.49"N; Long-79
7000
25.57
degrees 47148.5411W)
C:\Users\dsande
\Documents\JOB 570110-570097 - Slurry Disposal\
ND APPLICATION LOG 570094-570110 Bio Green.doc

HYDRODEM.OLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203872/ 570110
Project Location: 1-85 From 0.3 Miles North of 1-85 Business to SR-3300 (S. Elm Eugene St.)GSO
Project Description: - Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/14/16
Field
11.46
Truck # 034-5006
12/14/1.6
Field
11.50
Truck # 034-0041
12/14/16
Field
11.54
Truck # 067-0156
C:\Users\dsanders\Documents\JOB 570110-570097 - Slurry Disposal\pH LOG12-16.doc

PENHALL COMPANY
C203901
I-40 / GUILFORD
DGS - 2016

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203901/570097 Bio Green
1-40 From Forsyth County. Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Location of Receiving Site
Receiving Site Address or
Quantity Applied
% Solids
Application
(Land Owner Name)
Latitude / Longitude
(Gallons or Dry Weight)
12/2/16
Pat Short
PS3 (Lat. 35 degrees 59'2.46" Long — 79 degrees
28000
25.57
49'4.02"W)
12/3/16
Pat Short
PS3 (Lat. 35 degrees 59'2.46" Long — 79 degrees
28000
25.57
49'4.02"W )
1218116
Church
PS3 (Lat. 35 degrees 59'2.46" Long — 79 degrees
17500
25.57
49'4.02"W)
1218/16
Church
PS4 (Lat. 35 degrees 59'4.64"N; Long- 79 degrees
7000
25.57
49'20.47"W)
12l9116
Barn
PS4 (Lat. 35 degrees 59'4.64"N; Long- 79 degrees
31500
25.57
49'20.47"W)
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
28000
25.57
12/13/16
degrees 47'48.54"W)
12/14/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
28000
25.57
degrees 47148.54"W)
12/15/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
31500
25.57
degrees 47148.5411W)
12/16/16
Pat Short
PS5 (Lat. 35 degrees 59'30.49"N; Long-79
31500
25.57
degrees 47148.54"W)

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203901/570097 Bio Green
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro -
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
12/20/16
Pat Short
PS5 (Lat. 35 degrees 59130.49"N; Long-79
degrees 47148.54"W)
7000
25.57

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/14/16
Field
11.98
Truck
11/14/16
Field
11.97
Truck
11/14/16
Field
11.61
Truck
11/14/16
Field
11.71
Truck
11/14/16
Field
11.87
Truck
11/14/16
Field
11.92
Truck
11/15/16
Field
11.52
Truck
11/15/16
Field
11.20
Truck
11/15/16
Field
11.20
Truck
11/15/16
Field
11.75
Truck
11/15/16
Field
11.71
Truck
CAL1sers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller -
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/15/16
Field
11.15
Truck
11/15/16
Field
11.74
Truck
11/15/16
Field
11.73
Truck
11/15/16
Field
11.42
Truck
11/16/16
Field
11.6
Truck
11/16/16
Field
11.7
Truck
11/16/16
Field
11.21
Truck
11/16/16
Field
11.86
Truck
11/16/16
Field
11.73
Truck
11/16/16
Field
11.79
Truck
11/16/16
Field
11.32
Truck
GAUsers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
PH LOG
Project Name _.
-(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: -Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, Dewatering Box,
11/16/16
Field,
11.51.
Truck
= 11/17/16
Field
11.7 ;
Truck
11/17/16
Field
11.6 -
Truck
11/17/16
Field
11.32
Truck
11/17/16
Field
11.81
Truck
11117/1.6
Field
11.56
Truck
11117/1.6 .-
Field
11.82
Truck
11/17/16
Field
11.49
Truck
11/18/16
Field
11.5
Truck
11/18/16,
Field
11.71
Truck
11/18/16
Field
11.67
Truck
CAUsers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203.901/570097
1-40 From Forsyth County Line. To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/18/16
Field
11.8
Truck
11/18/16
Field
11.72
Truck
11/18/16
Field
11.66
Truck
11/18/16
Field
11.79
Truck
11/19/16
Field
11.41
Truck
11/19/16
Field
11.62
Truck
11/19/16
Field
11.67
Truck
11/19/16
Field
11.9
Truck
11/19/16
Field
11.7
Truck
11/28/16
Field
11.8
Truck
11/28/16
Filed
11.2
Truck
CAUsers\dsandersTocuments\JOB 570097-Slurry DisposallpH LOG 11-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097 .
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
11/28/16
Field
11.67
Truck
11/28/16
Field
11.52
Truck
11/28/16
Field
11.58
Truck
11/29/16
12/7/16
Lab
11.8
Truck
11/29/16
12/7/16
Lab
11.5
Truck
11/29/16
Field
11.75
Truck
11/29/16
Field
11.81
Truck
11/29/16
Field
11.82
Truck
11/29/16
Field
11.75
Truck
-
-
-
Truck
Truck
-
-
-
-
C:\Users\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 11-2016 6.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/1/16
Field
11.6
Truck
12/1/16
Field
11.4
Truck
12/1/16
Field
11.71
Truck
12/1/16
Field
11.76
Truck
12/1/16
Field
11.67
Truck
12/1/16
Field
11.76
Truck
12/1/16
Field
11.68
Truck
12/1/16
Field
11.72
Truck
12/2/16
Field
11.53
Truck
12/2/16
Field
11.57
Truck
12/2/16
Field
11.62
Truck
u:%u5ur5wsanaers%uocumentsWUB 570097-3lu" DisposahpH LOG 1-2016.doc

HYDRODEIVIOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901157.0097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
(Truck, Frac Tank, DewateriOg Box,
12/2/16
Field
11.56.
Truck #
12/2/16
Field
11.68
Truck #
12/2/16
Field
11.56
Truck
12/2/16
Field
11.49
Truck #
12/2/16
Field
11.512
Truck #
12/3/16
Field
11.82
Truck
12/3/16
Field
11.61
Truck
12/3/16
Field
11.79
Truck #
12/3/16,
Field
11.51
Truck #
12/3/16
Field.
11.41
Truck #
1213/16
Field
11.76
Truck
CAUsers\dsanders\DocumentsWOB 570097-Slurry DlsposakpH LOG 1-2016 2.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller -
Date pH Sample Collected
Date pH Analyzed ! Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/3/16
Field
11.67
Truck #
12/3/16
Field
11.80
Truck #
12/3/16
Field
11.67
Truck #
12/7/16
Field
11.56
Truck #
12/7116
Field
11.59
Truck #
12/7/16
Field
11.67
Truck #
12/7/16
Field
11.68
Truck #
12/7/16
Field
11.91
Truck #
12/7116
Field
11.72
Truck #
12/7/16
Field
11.89
Truck #
CAUsers\dsanders\Documents\JOB 570097-Slurry Disposal\pH LOG 1-2016 3.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/12/16
Field
11.45
Truck
12/12/16
Field
11.56
Truck
12/12/16
Field
11.62
Truck
12/12/16
Field
11.65.
Truck
12/12/16 _
Field
11.72
Truck
12/12/16
Field
11.77
Truck
12/12/16
Field
11.51
Truck
12/12/16
Field
11.65
Truck
12/12/16
Field
11.72
Truck
12/12/16
Field
11.72
Truck
�,.iusur5�usaneersxuocumentswul3 57oo97-61urry DisposaRpH LOG 12-2016 4.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH, Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH,Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/13/16
Field
-11.28
Truck
12/13/16
Field
11.40
Truck
12/13/16
Field
11:40
Truck
.12/13/16
Field
11.50
Truck
12/13/16
Field
11.45
Truck
12/13/16.
Field
11.57
Truck
12/12/16
Field
11.50
Truck
12/13/16
Field
11.48
Truck
12/13/16
Field
11.40
Truck
�• —1a1 aalu-bwuuumentswun Oiuuw-slurry UISpOSWPH LUG 12-2015 5.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901 Job 570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
P P
Date H Analyzed / Reported
P y p
Lab or Field Sample
p
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box,
12/14/16 `
Field
11.78
Truck
12/14/16
Field
11.55
Truck
12/14/16
Field
11.90
Truck
12/14/16,
Field
11.46
Truck
12/14/16
Field
11.46
Truck
12/14/16
Field
11.57
Truck
-••-_- \vVV4111G11W \JVU 0rvvv1-o1U11y LAbPU5EMPM l.Vb 1L-LUI0 0.00C

PENHALL COMPANY
C203901
I-40 / GUILFORD
DGS - 2017
'"1

Penhall = Greensboro. - 2017 Application Logs
Date
Driver
Landowner
Site
Field :
Gallons
.1/16/2017
Landon
Pat Short
PS
6
35,000
1/17/2017
Landon
Pat Short ,
PS
5
21,000
1/17/2017
Landon
Pat Short
PS
6
7,000
1/19/2017
Landon
Pat Short
PS
7
21,000
1/31/2017
Ray
Shannon Oliver
SO
1
42,000
02/01/17
Ray
Shannon Oliver
SO
1
31,500
02/02/17
Ray
Shannon Oliver
SO
1
28,000
02/02/17
Ray
Shannon Oliver
SO
2
17,500
02/03/17
Ray
Shannon Oliver
SO,
2
45,500
02/06/17
Rick
Shannon Oliver
SO
2
28,000
02/07/17
Rick
Shannon Oliver
SO
2
17,500
02/07/17
Rick
Shannon Oliver
SO
3
14,000
02/11/17
Rick
Shannon Oliver
SO
2
52,500
02/12/17
Ray
Shannon Oliver
SO
2
17,500
02/13/17
Rick
Shannon Oliver
SO
'3
31,500
02/14/17
Justin
Shannon Oliver
SO.
3
24,500
02/14/17
Rick
Shannon Oliver
SO
3
28,800
02/16/17
Rick
Shannon Oliver
SO
3
36,000
02/17/17
Justin
Shannon Oliver
SO
3
14,400
02/17/17
Justin
Shannon Oliver
SO
5
18,000
02/18/17
Rick '
Shannon Oliver
SO
3
32,400
02/20/17.
Justin
Shannon Oliver.
SO
5
28,000
02/20/17
Rick
Shannon Oliver
SO
3
32,400
02/21/17
Justin
Shannon Oliver
s0
3
28,000
02/22/17
Rick
Shannon Oliver
SO
3
7,200
02/22/17
Rick
Shannon Oliver
SO
6
14,400
02/22/17
Justin
Shannon Oliver.
SO
3
10,500
02/22/17
Justin
Shannon Oliver
SO .
6
21,000
02/23/17
Rick
Shannon Oliver
SO
6
21,600
02/23/17
Justin
Shannon Oliver
SO
6
28,000
02/24/17
Rick
Shannon Oliver
SO
6
18,000
02/24/17
Curtis
Shannon Oliver
SO
6
35,000
02/25/17
Curtis
Shannon Oliver
SO
7
24,500
02/25/17
Ray
Shannon Oliver
SO
7
31,500
02/27/17
Curtis
Shannon Oliver
SO
6
24,500
02/27/17
Justin
Shannon Oliver
SO
6
26,600
02/28/17
Justin
Shannon Oliver
SO
6
30,400
02/28/17
Curtis
Shannon Oliver
SO
6
35,000
03/01/17
Curtis
Shannon Oliver
50
6
28,000
03/01/17
Justin
Shannon Oliver
SO
6
24,500
03/02/17
Curtis
NCDOT
DOT -Area 3
3B
211000
03/02/17
Justin
NCDOT
DOT -Area 3
3B
35,000
03/03/17
Curtis
NCDOT
DOT -Area 3
313
31,500
03/03/17
Justin
NCDOT
DOT -Area 3
3B
14,000
03/03/17
Justin
NCDOT
DOT -Area 7
.7E
.14,000

Penhalll - Greensboro - 2017 Application,Logs
0
Date
Driver.
Landowner
Site
Field
Gallons
03/04/17
Curtis
NCDOT
DOT -Area 6
6B
.17,500
03/04/17
Ray
NCDOT
DOT -Area -6
6B
7,000
03/06/17
Rick
Shannon Oliver
so -
6
3,500
03/06/17
Rick
Shannon Oliver
so
.7
17,500
03/06/17
Curtis
Shannon Oliver--'
so
6
3,500
03/06/17
Curtis
Shannon Oliver L
so
7
24,500
03/07/17
Rick
Shannon Oliver,
so
7
24,500
03/07/17
Curtis
Shannon Oliver
so
7
24,500
03/09/17
Curtis
Shannon Olivet
so
7
31,500
03/09/17
Curtis
Shannon Oliver
so
.9
3,500
.03/09/17
Rick
Shannon Oliver
so
9
28,000
03/10/17
Curtis
NCDOT .
DOT -Area 4
4C
31,500
03/10/17
Rick
Shannon Oliver
so
9'
3,500
03/11/17
Curtis
Shannon Oliver
so
9
31,500
03/13/17
Curtis
Shannon Oliver
so
9.
28,000
03/13/17
Rick
Shannon Oliver
'SO
8
10,500
03/17/17
Curtis
NCDOT
DOT -Area 2
D
-24,500
03/19/17
Curtis
NCDOT
DOT -Area 4
A
35,000
-03/20/17
Curtis
NCDOT
DOT -Area 1
'A
14,000
03/20/17
Curtis
NCDOT
DOT -Area 1
B
141000
03/20/17
Rick
NCDOT
DOT -Area I
D
10,500
03/20/17
Rick
NCDOT
DOT -Area 2
D.
10,500
03/21/17
Curtis
NCDOT
DOT -Area 1
C
17,500
03/21/17
Rick
NCDOT
DOT -Area 2
D
7,000
03/21/17
Rick
NCDOT
DOT -Area 2
A
10,500
03/22/17
Curtis
NCDOT
DOT -Area 1
C
14,000
03/22/17
Curtis
NCDOT
DOT -Area 2
C
7,000
03/23/17
Curtis
NCDOT
DOT -Area 2
C
3,500
Curtis
NCDOT'
DOT -Area 2
A
13,500
_03/23/17
03/23/17
Rick
NCDOT
DOT -Area 2
A
03/23/17
Rick
NCDOT
DOT -Area 4
C
24,500
03/24/17
Curtis
NCDOT
-DOT-Area'2
A
13,500
03/24/17
Curtis
NCDOT
DOT -Area 7
A
31,500
03/24/17
-Rick
NCDOT
DOT -Area 7
A
28,000
03/25/17
Curtis
NCDOT
DOT Area 7
A
31,500
03/25/17
Curtis
NCDOT'
DOT Area 7
''B
.7,000
03/25/17
Rick
NCDOT
DOT Area 7
A
7,000
03/25/17
Rick
NCDOT
DOT Area 7
B
35,000
Ray
NCDOT
DOT Area 7
A
49,000
_03/26/17.
03/28/17
Curtis
NCDOT
DOT Area 3
B
38,500
03/29/17
Curtis
NCDOT
DOT Area 4
C
-14,000
03/29/17
Curtis
NCDOT
DOT Area 5
K
24,500
03/29/17
Rick
NCDOT
DOT Area 5
D
17,500
03/29/17
Rick
NCDOT
DOT Area S
K
17,500
30/17
Curtis
NCDOT
DOT Area -7
F
7,000
I
2

. Penhall - Greensboro - 2017 Application Logs
Date
Driver
Landowner
Site
Field
Gallons
03/30/17
Curtis
NCDOT
DOT Area 4
C
45,500
04/03/17
Curtis
NCDOT
DOT Area 4
C
7,000.
04/03/17
Curtis
NCDOT
DOT Area.5
D
21,000
04/03/17
Curtis
NCDOT
DOT Area 5
K
17,500
04/03/17
Rick
NCDOT
DOT Area 5 _
D
45,500
04/07/17
Ray
NCDOT
DOT Area 5
G
28,000
04/07/17
Rick.
NCDOT
DOT Area 5
G
24,500
04/08/17
Ray
NCDOT
DOT Area 5
G
59,500
04/09/17 .
Ray
NCDOT
DOT'Area 7
B
52,500
04/10/17
Ray
NCDOT
DOT Area 7
B
35,000
04/10/17
Rick
NCDOT
DOT Area 7
A
38,500
04/11/17
Rick
NCDOT
DOT Area 7
A
21,000
04/11/17
Rick
NCDOT
DOT Area 7
F
35,000
04/12/17
Rick
NCDOT
DOT Area 7
A
17,500
04/12/17
Rick
NCDOT
DOT Area 7
F.
31,500
04/19/17
Rick
NCDOT
DOT Area 5
D
3,500
04/19/17
Rick
NCDOT
DOT Area 7
D
17,500
04/19/17
Rick
NCDOT
DOT, Area 7
F
17,500
04/20/17
Rick
NCDOT
DOT Area 7
C
52,500
04/21/17
Rick
NCDOT
DOT Area 7
C
24,500
04/21/17.
Rick
NCDOT
DOT Area 7
F
31,500
04/26/17
John
NCDOT
DOT Area 10
1
' 14,000
04/27/17
Ray
NCDOT
DOT Area 10,
1
28,000.
04/28/17
Rick
NCDOT
DOT>Area 10
1
31,500
04/29/17
John
NCDOT
DOT Area 10
2
10,500
04/29/17
John
NCDOT
DOT Area F
.2
28,000
04/30/17
Ray
NCDOT.
DOT Area F
2
31,500
05/03/17
Rick
NCDOT
DOT Area 5
E
42,000
05/04/17
Rick
NCDOT
DOT Area 10 .
2
31,500
05/06/17
Ray
NCDOT
DOT Area 5
B
14,000
PROJECT TOTAL
2,837,200

Penhall - Gr6ensboro,- 2017 Application Logs
_J
Site/Field.
Total Gallons.
Coordinates (Lat/11-ong)
PS-5
�21,000
35*59'30.49"N;
79'47'48.54"W
PS-6
42,000
35*59'26.95"N;
79*48'2.16"W
PS-7
21,000
35*59'20.43"N;
79'47'59.31"W
101,500"
13690'23.71"N;
-79'50'42.65"W
SO-2
178,500
35'59'12.63"N;
79*46'35.46"W
SO-3
259,700
36* 1'42.19"N;
79*44'50.45"W
SO-5
46,000
35*59'22.35"N;
79*46'1.99"W
314 ' 000
36'0'6.21"N; 79'42'30.58"W
SO-7
178,500
36* 0'35.48"N;,
79'50'49.25"W
SO-8
10,500
35'59'32.08"N;
79*46'4.47"W
SO-9
94,500,
35*58'54.02"N;
79' 46'34.10"W
DOT-2A
51,000
36- 5-48.57"N;
75'58'1.52"W
DOT-2C
10,500
36* 5'49.07"N;
79'57'58.05"W
DOT - 2D.
42,000
5'42.46"N;
79*57'56.16"W
DOT-3B
140,000,.
36* 5'32.57"N;
79*59'4196"W
DOT-4C
122,500
36'4'48.58"N;
79'57'20.02"W
DOT-5D
87,500
36' 354.14"N;,
79'55'6.61"W
DOT-5E
42,0.00
36* 3'47.30'TN;
79'*55'9.69"W
DOT-5G
112,000
36'4'7.72"N; 79*55'20.11"W
5K
59,500
79*55'5.02"W
6B
24,500
36'3'20i06"N;
79'53'25.32"W
7A
224,000
36* 2'56.25"N;
79*55'15.49"W
7B
129,500
36' 2'50.77"N;
79'55'12.21"W
7C
77,000
36* 3'5.66"N; 79.*55'2.30"W
7D.
17,500
36* 2'56.85"N;
79'54'51.30"W
7E
14,000
36* 3'4.20"N; 79*54'53.59"W
7F
122,500
3.6* 2'53.69"N;
79;54'46.43"W
104
73,500"
36* 0'27.57"N;
79*50'52.62"W
10-2-.
42,000
36* 0'25.63"N;
79*517.78"W
DOT IA.
14,000
36* 6'25.43"N;
80' 2'49.04"W'
DOT IB
14,000
36* 6'24.26"N;
810* 2'42.04"W
DOT 1C
31,500
86' 6'21.88"N;
80' 248.18"W
DOT 1D
10,500-
36- 6'20.91"N;
80* 2'43.22"W
POT -3A
36* 5'34.66"N;
79'59'51.19"W
DOT-4A
35,000
36'4148.85"N;
79*57'38.40"W
DOT-5B
14,000
00
36'4'2.05"N; 79*55'17.08"W
DOT 2F 591500 36'5'42.46"N; 79*57'56.16"W
2,837,200
1

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203961/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15566 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date H Sample Collected
p p
Date H Analyzed / Reported
p l►i
Lab or Field Sample
pH Measurement
Unit Sampled •
(Truck, Frac Tank, Dewatering Box, etc.)
Field
1 r �' Q
Truck
Field
% �.� %
Truck #
Field
/ L,� !-�
Truck #
Field
C' /r,S�
Truck #
Field
% ly c
--
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

/
HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG,
Project Name
(Source of HOS/DGS): C203901/570097
1-40 From Forsyth County. Line To 1.1 Mile East of SR-16566 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected;
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
p�s
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOS/DGS): C203901409
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude ! Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
;%H
-17
a4 41-
a,
C:1Usersldsonders\Docurnents1570097-Slurry DisposallLAND APPLICATION LOG 05-12.doc

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name _
(Source of HOSIDGS): C2039011 © G[1
1-40 From Forsyth County Line To 1.1, Mile East of SR-15566 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge, Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude / Longitude
Quantity Applied
(Gallons or Dry Weight).
% Solids
a D ©0
)1 .
C-NUsers%dsandersM)ocumentsl570097-Slurry DlspossMAND APPLICATION LOG 05-12.doo

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/570097
w 1-40 From Forsyth County Line To 1.1 Mile East of SR-16656 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
r /
I
Field
/
Truck # �' 3 S 0 (5?��7
Field
I S
Truck # 3
Field
/ r
Truck #
Field
f
Truck #
Field
a
Truck # ey 5 D C)
Field
r
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
PH LOG
Project Name
(Source of HOSIDGS): C2039011570007
1-40 From Forsyth county une To 1.1 Mile East of SR-15656 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Degeription: Pavement Rehabilitation
Land Application
9perator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement'
Unit Sampled.
(Truck, Frac Tank, Dewatering Box, etc.)
-Field
Truck # Soo
Field
Truck
Field
Truck # 1131-
Field
Truck #
Field
Truck #,
Field
Truck #.
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR45656 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike -Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
d\
Field
1 5 '0
Truck # f� -, cc
Field
o
Truck # 0
Field
j G/
Truck #lr? G f — Q a
Field
` ! Ir
Truck #
Field
Truck # �i 3 " Q O
Field
G CI
Truck #
Field
Truck #
I,
Field -
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
PH LOG
Project Name
(Source of HOSIDGS): C2039011570097
140 From Forsyth County Line To 1.1 Mlle East of. SR-15566 (Galllmore Dairy
Project. Location: Road) in Greensboro
Project Description: Pavement Rehabilitation `
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed 1 Reported
Lab Field Sample
b
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
_
Field
Truck #
Field
5'
Truck # '' d
Field
Truck # 1 5
Field
a �
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

6 -J
HYDRODEMOLITION OPERATION SLURRY /. DIAMOND GRINDING SLURRY_
pH LOG
Project Name
(Source of HOSlDGS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: - Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample. Collected
Date pH Analyzed 1,Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc,)
Field
Truck # C 3 4-- 0 0 3
Field
• 9 =
Truck # Q 3 be 500
Field
11,70
Truck # 03 4_ 5 0 0 7
Field
1 i -�
Truck # 0- D 3
Field
Truck #.03t.- S 0 0 6
Field
9• q D
Truck # 03•- S Q p 3
Field
Truck
-
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
PH LOG
Project Name
(Source of NO$1DGS): C203901/670097
1-40 From Forsyth County Line To 1.1 Mile Past of SR-15556 (GaIllmore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported
Lob or Field Sample
pH Measurement
a
(Truck, Frac Tank, Dewaterifig Box, etc.)
Field
Truck#
Field
_3
Field
Truck'#
Field
Truck #
Truck #
Field
Truck
Field
Truck #
Field
Truck #
Field
Truck

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS)c C203901/670097
I-40 From -Forsyth County Line To 1.1 Mile East of SR-15566 (Gailimore'Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
.
pH Measurement .
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
1 `- -)
Truck # O._ 0 3
Field
( t 13
Truck # -03 lk` 500 `7
,
.Field
1 u 10
Truck # O 3 4._ i
Field
I
11 z�
Truck # 3, - S +i
Field
a 1
Truck # 4' S D
Field
D, Q
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

- HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
' LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C203901I570( -. -
1.40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gaillmore Dairy , -
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
-_(Land Owner Name)
Receiving, Site Address or
-Latitude ! Longitude -
Quantity Applied
(Gallons or Dry Weight)
%Solids
P f
WOO
2I t"I
yy� eA { a r� -
coo
►,d
C:1UsersWsandersMocuments1570097-Slurry DisposdBLAND,APPLICATION LOG 05-12.doc

HYDRODEMOLITION OPERATION SLURRY I -DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203961/570097
wo From Forsyth County Line To 1.1 Mile East of SR-15556 (Gailimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application -
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
. Date pH Analyzed t Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Deviwatering Box, etc.)
Field
, l S
Truck ,# e :3 LC5 4
Field
.. 4 .
Truck # 0 3 l-1,
Field
(2 a
Truck #
Field
Truck #
Field
Truck #,
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): C2039011570019
1.40 From Forsyth County Line To.1.1 Mile East of SR-15556 (Gaiilmore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude I Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
l
4.000.
'i Q
42-1
k
0
CAUserslds9nderslDocuments%570097-Slurry DisposaRLAND APPLICATION LOG 05-12.doc

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901/570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15656 (Gaillmore Dairy
Project Location: Road) In Greensboro -
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
.
pH Measurement(Truck,
Frac Tank, DGWater.Ing Box, etc.)
Field
Truck # 3 L-'— 5-0 03
-7
1 - :40 V-/
Field
q 4--
Truck
03L�-.5co
Field
d
Truck # 034-SO0-7
Field
Truck # 14
Field
19
Truck #
Field
I.. IG
Truck # o 0
03 L�
Field
Truck # 2 4. 5 3-37 5--
Truck ruck
Field
Truck #
Field
Truck #
Field
Truck #

`
HYDRODEMOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/13GS): C2039011670097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Ap'plication
Operator in Responsible Charge:. Mike Miller'
Date pH Sample Collected
Date pH Analyzed I Reported-
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
Truck #
034-5007
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck
Field
Truck
Field
Truck #
Field
Truck #
Field
Truck #

"
HYDRODEIVIOLITION OPERATION SLURRY DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097
.140 From Forsyth County Line To 1.1 Mile East of SR-.16566 (Gallimore Dairy
Pr9ject Location: Road) In Greensboro
Project Description., Pavement Rehabilitation'
Land Applicatibn
Operator in Responsible Chargei. Mike -Miller
Unit Sampled
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH measurement
(Truck, Frac Tank, Dewaterlhg Box, etc.).
Field
Truck 03 4- 500
Field
Truck # S00q
Field
Truck #
Field
Truck #
Field
Truck
Field
Truck #
Field
Truck
Field
Truck
Field
Truck #
Field
Truck

HYDRODEMOLITION. OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C203901100097
1-40 From Forsyth County Line To 1.1 Mile East of SR-15656 (Gaillmore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: 'Mike Miller
Date PH Sample Collected
',Date PH Analyzed I Reported
Lab or Field Sample
PH Measurement,
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
2- 01
Field
To
Truck # o.34-5oo-7
Field
Truck
03t-1,7 S7 b 0 6
Field
1 0-
Truck # 0
Field
I C), C11
Truck #
Q 3 4-- 5-0 01
Field
q I
Truck So 0
Field
Truck
Field-
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck#

�--1
`__�
`
HYDRODEMOLITION OPERATION SLURRY'/ DIAMOND GRINDING SLURRY
pH LOG
,Project Name
1-40 From Forsyth County Line. To 1.1 Mile East of SR-16566 (Gallimore Dairy
Project Lbcatlow Road) in Greensboro'
Pro,ject Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyked I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dowatering Box, etc.).
Field
Truck # -
Field
Truck #
Field
Truck #
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY ! DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source'of HOS/DGS): C203901/570097 .
1-40 From Forsyth County Line To 1.1 Mile East of SR-15556 (Gailimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date H Sample Collected
P P
Date H Analyzed l Reported
p y p
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
_
Field
i 1
Truck # C? L�_
Field
t
Truck
Field
y
Truck
Field
j I 5
:ur}
Truck # 07 4 , 5001
Field
Truck #
Field
Truck #.
Field
Truck #
Field
-Truck #
Field
Truck #
Field
Truck #
Field
Truck #

--
HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG .
Project Name
(Source of HOSJDGS): C2039011670097
1-40-From Forsyth County Line To 1.1 Mlle East of SR-15566 (Gallimore Dairy
Project Location; Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed !`Reported .
: Lab or Field Sample-
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, -etc.)
Field ,
l `
Truck # © -3 t4-- 5-0 -j
20
Field .
D
Truck # O 3 4- 504
Field
' ' , S
Truck # 3 - Q
Field
Truck # SO
Field
Truck #
Field
Truck #
Field
Truck #
Field
.Truck #
Field
Truck #
Field
Truck #
Field
Truck #

Y
HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR46556 (Gallimore Dairy
Project Location: Road) in Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator in Responsible Charge: Mike Miller
Date pH Sample Collected
Date pH Analyzed I Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
1 . q I<
Truck # O 3 4- 9v 0 3
Field
I I q 1
Truck #
Field
q .3
Truck # �_ 0
Field
Truck #
Field
Truck # O 3"- s-co 9
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
" Field
Truck #
Field
Truck #

y-
HYDRODEWIOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
.(Source of NOS/DGS): C203901/670097
1.40 From Forsyth County Line To 1.1 Mile East of SR-16556 (Ganimore Dairy
Project Location: Road) in Greensboro
Project Description:. Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miner
Unit Sampled
Date pH Sample Collected
Date pH Analyzed 1 Reported
Lab or Field Sample
pH Measurement
.(Truck, Frac Tank, Dewatering Box,, etc.)
Field
(00
Truck # 03 �~ 5 0 0 3
2- 2 O I
Field
( { ; TO
Truck # 0 3 4- 50 0 q
Field.
1.53
Truck
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

y
HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
J 'pH LOG
Project Name
(Source of HOSIDGS): C2039011670097
140 From Forsyth County Line To'1.1 Mile East of SR-45555 (Gailimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
0perator In Responsible Charge: mike Miller
Date pH Sample Collected
Date pH Analyzedl Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Trucc, Frac Tank, Dewatering Box; etc.)
Field
t 150
Truck # 0 3 4 - S-0 0 3
Field
t 9 '1
Truck #
field
i Cl
Truck #
O3�-- 46
Field
l l . bS
Truck #
034.- 50Q
Field
f (095
Truck# . 03 4-- 0 . .r�'
Field
Truck #
Field,
Truck #
Field
Truck #
Field
Truck #I
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY I DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS): C203901/670097
1.40 From Forsyth.County Line To 1.1 Mile East of SR-15566 (Gallimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charger Mike Miller
Date H Sample Collected
p p
Date H Analyzed I Reported
p! Yz P
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck,Frac Tank, Dewatering Box, etc.)
Field
. i
Truck # p 3 - 5- 0 0 3
Field
Truck# O34S00 6
Field
t t .—
Truck # 0 314-- S U' 07
Field
. O
Truck # 0 36, " 50 09
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

HYDRODEMOLITION OPERATION SLURRY / DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): C2039011570097
1-40 From Forsyth County Line To 1.1 Mile East of SR-16566 (Galiimore Dairy
Project Location: Road) In Greensboro
Project Description: Pavement Rehabilitation
Land Application
Operator In Responsible Charge: Mike Miller
Date H sample Collected
p p
. Date H Analyzed I Reported
p yz p
Lab or Field Sample
pH -Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
Field
1
Truck #
Field
l 1 9 d
Truck #
`.
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #
Field
Truck #

DEN-FC
AJA MAY 082013
NCDENR
North Carolina Department. of Environment and Natural Resources
��
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, III
Governor Director Secretary
April 24, 2013
Terry Gibson, PE — State Highway Administrator
NC Department of Transportation
1536 Mail Service Center
Raleigh, NC 27601-1536
Subject: Permit No. WQ0035749
Diamond Grinding/Hydrodemolition
Land Application of Diamond
Grinding and Hydrodemolition
Operation Slurry (503 exempt)
Statewide
Dear Mr.' Gibson:
In accordance with your permit modification request received March 19, 2013, we are forwarding
herewith Permit No. WQ0035749, dated April 24, 2013, to the NC Department of Transportation for the
operation of the subject residuals management program.
Modifications to the subject permit are as follows:
♦ Update the permit to allow both Diamond Grinding Slurry (DGS) and Hydrodemolition
Operation Slurry (HOS) to be land applied or distributed statewide in accordance with
15A NCAC 02T .1100.
Please note that DGS or HOS shall not be land applied if its pH is greater than or equal to
12.5 and the pH shall be sampled for each truckload in accordance with Condition 11V.3 and IVA.
This.permit shall be effective from the date of issuance until May 31, 2017, and shall be subject
to the conditions 'and limitations as specified therein. Please pay particular attention to the monitoring
requirements listed in Section IV. Failure to establish an adequate system for collecting and maintaining
the required operational information shall result in future compliance problems.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: hflp://6odal.ncdenr.orglweb/walaps
An Equal Opportunity t Affirmative Action Employer
One
NorthCaroli.na
Nahtrally

Mr. Terry Gibson
April. 24, 2013
Page 2 of 2
If you need additional information concerning this matter; please contact Chonticha McDaniel at
[phone] or [e-mail].
Sincerely,
khaes Wakild, P. E.
cc: Ashville Regional Office, Aquifer Protection Section
Fayett_ ev_ ille RegionaLOffice, Aquifer Protection Section,
Mooresville Regional Office, Aquifer Protection Section
Raleigh Regional Office, Aquifer Protection Section
Washington Regional Office, Aquifer Protection Section
Wilmington Regional Office, Aquifer Protection Section
Winston-Salem Regional Office, Aquifer Protection Section
Rob Willcox, LSS — S&ME, Inc. (3718 Old Battleground Rd, Greensboro, NG 27410)
Technical Assistance and Certification Unit
Permit File WQ0035749
Notebook File WQ0035749
1

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH ;
DISTRIBUTION AND LAND APPLICATION OF DIAMOND GRINDING AND
HYDRODEMOLITION OPERATION SLURRY. PERMIT (503 EXEMPT)
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
WC -Department. of Transportation..
(Statewide)
FOR•THE
operation of , a. Diamond Grinding Slurry (DGS) and Hydrodemolition Operation Slurry. (HOS)
management. program for the North Carolina Department of Transportation and consisting , of the
distribution and land application of slurry•(containing water and pulverized concrete) generated by the
diamond grinding of concrete pavement -during road construction or maintenance projects, and slurry
generated by the concrete hydrodemolition operation during bridge deck restoration process with no
discharge of wastes to -surface waters, pursuant to .the application received January 24, 2012, and in
conformity with other ,supporting' data subsequently filed and approved by the' Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until, May 31; 2017, and shall -be subject to the
following specified conditions and limitations:
I. SCHEDULES
1. No later than six months prior to -the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request,. the -Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such- conditions and limitations as it may deem appropriate. Please. note Rule' 15A
NCAC 02T` .0105(d)' requires an" 'dated site map to be submitted with the permit renewal n
application.
II. " PERFORMANCE STANDARDS
1. The subject residuals management program shall be effectively maintained and operated: at all times
so there._is'no discharge to surface waters, nor any contraventica of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance, the ,Permittee shall immediately cease land
applying DGS or HOS to the site, .contact the appropriate regional office's Aquifer Protection Section
supervisor- for the county in which the land application site is located, and take any immediate
corrective actions.
WQ0035749 Version 1.1 'Shell Version 110113 Page 1 of 9

2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this residuals management program.
3. Only slurry generated by the diamond grinding process and/or the hydrodemolition operation are
approved for land application in accordance with this permit:
4. Pollutant concentrations in DGS or HOS applied to any land application site shall not exceed the
following Ceiling Concentrations or Monthly Average Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Monthly Average
Concentration
(milligrams per kilogram)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
n/a
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
5. Setbacks for land applied DGS or HOS shall be as follows:
Setback by residual type
Setback Description
(feet)
Liquid
Cake*
Private or public water supply
100
100
Surface waters (streams — intermittent and perennial,
100
25
erennial waterbodies, and wetlands)
Surface water diversions (ephemeral streams,
0
waterways, ditches)25
Groundwater lowering ditches (where the bottom of
25
0
the ditch intersects the SHWT)
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0
" UaKe" residuals are those that have greater than 15% solids by weight and can be stacked without flowing, as
well as can be handled, transported and spread as a solid (e.g., using a backhoe, front end loader, slinger
spreader, broadcast spreader or other equipment designed for handling solid materials) without leaving any
significant liquid fraction behind.
6. Land application areas shall be clearly marked on each site prior to and during any DGS/HOS
application event.
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L
7.. DGS/HOS shall not be applied in exceedance of agronomic. rates or.. hydraulic capacity of the .soils;
whichever is most limiting. Appropriate agronomic rates based,,on plant available nitrogen (PAN) and '
phosphorous shall be -determined using one of the following methods:
a. North Carolina Historical Data for specific crop and soil types ' as provided by North Carolina,
State University Department of Soil Science.(http•//www soil ncsu.edu/programs/nmp/ ie� ldsn, or
b. The crop management plan outlined by the local Cooperative'Extension Office, the Department
of Agriculture -'and, Consumer Services, the'Natural Resource Conservation Service; or an
agronomist, and
c.- If the appropriate nutrient application rates cannot be determined, the Permittee shall contact the
Division to determine necessary action.
8. DGS/HOS 'shall not'be applied in exceedance of the, soil test results or recommendations from an
agronomist on the amount of DGS/HOS needed for soil pH adjustment (i.e: lime equivalency rates).
M. OPERATION AND MAINTENANCE REQUIREMENTS
1. -The DGS and HOS management program, shall be properly maintained and operated at all times. The
program shall be effectively maintainedand operated as, a non -discharge. system to prevent any
contravention of surface water or groundwater standards.
2. The' appropriate Division of ' Water Quality Regional Office(s), to be determined based ' on the
county(ies) in which the land application, sites are located (see Figure 1 - Regional Offices Map), shall
be.notified at least 48 hours prior, to the DGS or HOS application to any land application site unless a
project meeting opportunity has been established with an appropriate regional office. Notification to.
the Aquifer Protection Section's regional supervisor, shall be made from 8:00-a.m. until 5:00 p.m. on
Mondaythrough Friday, excluding State Holidays. '
3. Prior to initial land application of DGS or HOS, from each road construction 'project, the Permittee
shall complete the following minimum items:.'
a) _ A verification that the DGS/HOS _do not exceed the ,ceiling concentrations for the metals of
concern. as stipulated in Condition 11.4;
b) ,-A verification that the DGS/HOS,do Inot exhibit any the four- characteristics defined by 40 CFR
Part.,261.21 through, 40 CFR Part 261.24 as evidenced...by passing corrosivity, ignitability,
reactivity, and -toxicity characteristic leaching procedure tests (i.e., see Condition V.2.);
c) All verifications and analytical results shall be submitted ao the ' appropriate Division of Water
Quality Regional Office, to be determined -based on the cdiinty in which the. road „construction
project is located.
The Permittee shall be responsible for documenting and maintaining records of the verification
process for each new project (i.e. -new source' -of DGS or HOS) ,fora minimum of five years.- .
The Permittee may request a permit modification to reduce the frequency and/or monitoring.
parameters required after sufficient amount'of 'sampling -data are collected and the data demonstrate
that such parameter(s) . has : no significant concentration and pose no risk, tohuman health or, the
environment.
j
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I

4. The Permittee shall maintain an Operation and Maintenance Plan (O&M Plan) pursuant to 15A
NCAC 02T .1110. The O&M Plan, at the minimum, shall include:
a. Operational functions;
b. Maintenance schedules;
c. Safety measures;
d. Spill response plan; and
e. Sampling and monitoring plan including sampling frequency and guidelines for pH adjustment.
5. During land application activities, a copy of this permit and a copy of O&M Planshall be maintained
at the land application sites.
6. When the Permittee transports or land applies DGS or HOS, the spill control provisions shall be
maintained in all DGS/HOS transport and application vehicles.
7. Adequate measures shall be taken to prevent wind erosion and surface runoff from conveying DGS or
HOS from the land application sites onto adjacent properties or into surface waters.
8. DGS or HOS shall not be land applied under the following conditions:
a. If the DGS/HOS are likely to adversely affect a threatened or endangered species listed under -
section 4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the DGS/HOS or the application causes the contravention of surface
water or groundwater standards;
d. If the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of
the DGS/HOS would occur;
e. Within the 100-year flood elevation, unless the DGS/HOS are injected or incorporated within a
24-hour period following a land application event;
f. During a measurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied DGS/HOS, or if the slope is greater than 18%
for injected or incorporated DGS/HOS;
h. If the land is not intended to be used for agriculture (or turf,. ornamentals trees, and other
vegetative practices along. NCDOT right of way) within 12 months following any previous
DGS/HOS land application event;
i. If the DGS/HOS pH is greater than or equal to 12.5;
j. If the vertical separation between the seasonal high water table and the depth of DGS/HOS
application is less than one foot;
k. If the vertical separation of bedrock and the depth of DGS/HOS application is less than one foot;
1. If ground cover is less than 50% unless the DGS/HOS is incorporated or injected within a 24-
hour period following a land application event.
9. DGS and HOS shall be adequately recovered and stored to prevent runoff. DGS and HOS may be
recovered and stored in mobile storage units at or near each project site. If an alternate storage site is
used, approval must be obtained from the Division.
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10. A Utilization Agreement between the Permittee and .the entity agreeing to accept and distribute DGS
or HOS shall.be in place prior to distribution of the bulk residuals. The agreement shall specify the
agreeing entity's, responsibilities. The Permittee or his. designee and the person 'responsible for
application of the DGS/HOS. shall sign the Utilization.Agreement; which shall be considered, expired
concurrentwith the permit expiration date,. and shalibe renewed during the permit renewal.process.
11. At a minimum, the- Utilization Agreement shall stipulate the following: "
a. By agreeing to accept the DGS/HOS, it is `recognized that the application of these, materials 'is
allowed under -the conditions of this agreement. Land application of DGS/HOS is considered the
beneficial, reuse of -a waste under 15A NCAC'02T .1100, and has been deemed permitted under. .
15A NCAC 02T 1.103(4) provided the conditions of this agreement are met. Any action resulting
in damages to surface water or groundwater, caused by failure -to' follow the conditions of this
agreement, is subject to Division enforcement action;
b. The- person or entity accepting the DGS/HOS shall to the best of their - knowledge meet the
following application -requirements:
i. , DGS/HOS shall not be land applied'under the following. conditions (list all prohibitions under
Condition III.8). .
ii. ,DOS/H.OS •shall not .be stockpiled or, stored offsite for more than 60 days prior to land
application;
Application of DGS/HOS shall not occur within 100 feet of a public or private water supply,. -
source;
'iv.. Application of DGS/HOS shall not occur�within 100 feet of any well, with the exception of .
Division approved monitoring wells;
i
v. Application 'of DGS/HOS shall not occur within 25 feet of surface waters.
c. The generator ofthe DGS/HOS shall._provide information on the .proper use of the DGS/HOS,.
including information on the nutrient and lime quantities within the DGS/HOS -and recommended
application rates. A copy of the'label or information sheet attached to bags or other containers, as
specified in the labeling requirements under Condition W.11 is sufficient;
d. The applicator or party accepting bulk -residuals -from the Permittee shall supply all third parties
receiving bulk residuals with documentation specifying that application shall occur consistent,
with the utilization agreement;
e. Instructions, in contact information for key personnel, shall be provided_to the applicator
or party, receiving bulk residuals -in the, event that any requirements specified in the utilization
Agreement are not met.
f. -A copy of the Utilization Agreement shall be maintained at the land application sites when bulk
residuals are being applied.
12. -An information sheet shall be provided to the person who receives the D,GS or HOS (i.e., landowner;
lessee, or operator)., At a minimum, the label or information sheet shall contain the following:
a. Description of DGS/HOS and its. contents (nutrients, lime value, etc.);
b. A.'statement that land application of DGS/ IOS is, prohibited .except in accordance with the
instructions on'the information sheet;
c: 'A statement identifying that the,DGS/HOS shall be prevented from entering any public or private
water supply source (including -wells) and any surface water (e.g., stream; lake, river, wetland,
etc.);. "
d. A statement that,the DGS/HOS will.be applied at agronomic rates, hydraulic capacity of the soils,
or lime equivalency of the DGS/HOS; whichever•is most.limiting.,
WQ0035749 Version 1.1 Shell Version 11'0113Page 5-of 9

13. The Permittee shall not distribute DGS/HOS to any person or entity known to be applying residuals
contrary to the condition of the signed Utilization Agreement.
14..DGS/HOS may be applied within medians located at the project site provided that a-25-foot setback
-to all drop inlets along the median is maintained and appropriate BMPs are used to.prevent surface
runoff from entering the storm drain system unimpeded. Areas where groundwater is less than one (1)
foot from, the ground surface or areas with a defined channel shall be buffered out.
15. DGS/HOS may be used as soil amendment and land applied by injection or incorporation method
within roadbed fill areas where site grading is actively taking.place. The Permittee shall recommend
the suitable application rate and receive approval from the Division prior to beginning land
application in -these areas. Caution must betaken to prevent surface runoff. ,
IV. MONITORING AND REPORTING REOUEREMENTS
L ' In the event the facilities fail to perform satisfactorily due to improper operation and maintenance
resulting in discharges of DGS/HOS to -surface waters or any contravention of groundwater and/or
surface water standards, any Division required monitoring (including groundwater, plant tissue, soil
and surface water analyses) necessary to ensure groundwater and surface .water protection shall'be
established, and an acceptable sample reporting schedule shall be followed.
2. DGS and HOS shall 'be analyzed to demonstrate they are non -hazardous; under the Resource
Conservation and Recovery Act (RCRA). The analyses [corrosivity, ignitability, reactivity, and
toxicity characteristic, leaching procedure•" (TCLP)]. shalFbe performed prior to initial, .land
application of DGS or HOS from each road construction project as required under Condition IV.3.,
and the Permittee shall maintain these results for a minimum of five years.
The TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter.
is in parentheses):
r
Arsenic (5.0)
1,4-Dichlorobenzene (7.5) .
Nitrobenzene.(2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (1.00.0)
Benzene.(0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0) "
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0:7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide)
0.008) , .
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0).
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0) .
2,4-D (10.0)
Methyl ethyl.ketone (200.0)
The Permittee may " request a permit modification to reduce the frequency and/or monitoring
parameters required after sufficient. amount of sampling data are collected, and the data demonstrate
that such parameter(s) has. no significant concentration' and pose no risk to ` human health or the
environment.
WQ0035749 Version 1.1 Shell Version. 110 113 Page 6 of 9
W
F

3. An analysis shall be conducted on DGS and HOS from each road construction project prior to the .
initial land application event and bi-monthly thereafter (except for pH, see footnote), and the
Permittee shall maintain the results for a minimum of five years. The analysis shall include the
following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH*
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation),
*pH shall be sampled for each truckload to demonstrate that the DGS/HOS is non -hazardous under the RCRA.
If no land application events occur during a required sampling period (e.g. no land application occur
during an entire month when monthly monitoring is required), then no sampling data is required
during the month of inactivity.
The Permittee may request a permit modification to reduce the frequency and/or monitoring
parameters required after sufficient amount of sampling data are collected and the data demonstrate
that such parameter(s) has no significant concentration and pose no risk to human health or the
environment.
4. Measurement of DGS/HOS pH shall be performed in accordance with the EPA Test Method 9040C
(http://www.epa.gov/epawaste/hazard/testmethods/sw846/pdfs/9040e.pddf).
5. Laboratory parameter analyses shall be. performed on the DGS/HOS after any polymer or chemical
additions, as they are land applied, and shall be in accordance with the monitoring requirements in
15A NCAC 02B .0505.
6. The Permittee shall maintain records tracking all DGS/HOS land application events. At a minimum,
these records shall include the following:
a. Source of DGS/HOS (i.e., project name and location);
b. Date of land application;
c. Location of receiving site (i.e., land owner name, address, latitude and longitude);
d. Volume of DGS/HOS applied to each site (dry weight or in gallons with %solids included);
7. All monitoring results and records tracking as required under Condition IV.2, IV.3, and IV.6, shall be
submitted annually on or before March 1". The annual report and seven (7) additional copies (to be
forwarded to regional offices) shall be submitted to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
WQ0035749 Version.1.1 Shell Version 110113 Page 7 of 9

8. Noncompliance Notification
The Permittee shall report by telephone to the appropriate Regional Office for the county in which the
project is located (see Figure 1 - Regional Offices Map), as soon as possible, but in no case more than
24 hours or on the next working day following the occurrence or first knowledge of the occurrence of
any of the following:
a. Any occurrence with the land application program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic. ,
b. Any failure of the land application program resulting in a release of material to surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Any process unit failure, due to known or unknown reasons, rendering the land application
incapable of adequate operation.
e. Any spill or discharge from a vehicle or piping system during DGS/HOS transportation.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject program and shall be in accordance with the approved O&M Plan.
2. Prior to each land application event, the Permittee or his designee shall inspect the DGS/HOS storage,
transport and application equipments to prevent malfunctions, deterioration and operator errors
resulting in discharges, which may cause the release of wastes to the environment, a threat to human
health or ,a public nuisance. The Permittee shall maintain an inspection log that includes, at a
minimum, the date and time of inspection, observations made, and any maintenance, repairs, ,or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of inspection, and this log shall be made available to the Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials,.enter and inspect
any property, premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143-215.6C. `
2. This permit shall become voidable if the land application events are not carried out in accordance
with the conditions of this permit.
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3. This permit is effective only with respect to the nature and volume of DGS/HOS described in the
permit application and other supporting documentation.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGO10000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation.of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
In the event the DGS and HOS management program changes ownership or the Permittee changes
their name, a formal permit modification request shall be submitted to the Division. This request
shall be made on official Division forms, and shall include appropriate documentation from the
parties involved and other supporting documentation as necessary. The Permittee of record shall
remain fully responsible for maintaining and operating the program permitted herein until a permit is
issued to the new owner.
6. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110.
7. Unless the Division Director grants a variance, expansion of the permitted DGS/HOS management
program- contained herein shall not be granted if the Permittee exemplifies any of the criteria in 15A
NCAC 02T .0120(b).
8. The Permittee shall -pay the annual fee within 30 days after being billed by the Division or an
electronic inter -agency billing shall be established. Failure to pay the annual fee accordingly shall be
cause for the Division to revoke this permit pursuant to 15A NCAC 02T .0105(e)(3).
Permit issued this the 246' day of April 2013
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Zr P. E., Director
Warrle:iifakild'
isiof Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035749
WQ0035749 Version 1.1 Shell Version 110113 Page 9 of 9

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Asheville Regional Office (.ARO) Mooresville .Regional Office (NMRO) . Wasbington Regional Office (WaRO)
Chuck Cmdovi, Surface Water Pri^.tectiur Suda-visnr
It b Krcbo, Surface Water Prolcetmu Supati•isfa,'
Al Hodge, Svr#'acc Water Protection Supervisor
1and::r. D7 idsoa, Aqui:'cr I'rctectinr Svper'vssor
Ar:drew Pitnei, Aquifer Pm€ec?.ioa SupeNisvr
1.7avid May, Aqu€ferFr MICt:on Sutio:-Visor
2080 US Higbway 70
610 Fast Center P:vrrce, Suite 3Q i
9..3 Wasbin8;r t Sgvare Mall
Swariaanva, NC 28778
b3t:usavtl'.e, *:C Mi:s
t1'asMnvtnn, NC. 27889
COURiEP, 12�59.0I
4,:0(!RiPF Cr-U6.0F.
COURMlt 1:-i)4-Ol
Phone- (829i7_9f.4500
Phone; (70.4)663-1699
Pftorc: {252}<.te;>-5481
Fz,: [phone]
Fax(704)66-z.9A0
Fax. (_52),44 =J 15 rr (252} 975-371fi
nosey Ilaywtxrd Polk
Alexandct Lireoir.
Beau, Gates Pafa!ic
11nntAtrbC ltendm""I RntlrClford
ati arr�.s Mte' kx erl±vr8
BCrs€e G:reane Pasgn 110A
Iluskc lackson SwL'a
Catawba Rcw:ut
(;a:nuen E3as=Mid Perctamaxis
C3€dwC11 kbzon TraasylYania
(.ie}emne Staiily
{:howun I:yde P;it
(:raven InrCA Tytei€
Cherokee Nbdim Yancy
Gast+}n Union
Clay McDowell
.lrudrli
Currimck 1,C-,)6r wasbington
* Miuhdl
Gta.,art
dart Martin WaYne
Fayetteville Regional Office (FRO)
Raleigh Regional Office (RRO)
Wilmington Regional Office (WRO)
Belinda firrs::n, Su:Psce 1Ya.orl+m ecnor. Supervisor
Danny Smith, Surface Water Protec»arn Supe.:viscr
Jim (iru8sm, Surface Water Pro e..tion Supervisor
isor
All flarrifard€, AgiUifcr Pwwtiar Super `iso4'
J3C9ItCI1 . Agt.11 c:' PrPtee�4 r1 StrPe'^�I rr1r
T iot'ellR Smichez'King, Ji;goiftr Ptxu tier. +J'uper
225 Omen Street
.t�1C
1900 Bancu Drive
127 t:: r&r.al I)fivo I:ktensl0a
Sys;el Building Si:itc 714
I�aie gb, NC ':7509
Wilmin8r:n, NC 8405.284.5
Fayenavilie, NC 28301-!i :3
COUME:R 52.01-01)
CgtIRiTKR. (AA(33
('OUIUFP, 14.56.25
Phone' [phone]
Phone. (910)'96-7215
Phnnc (910) 432.3aL"0
Fa+r: [phone]
Fax, (4101350.20011
(91C? 48b-'u 07
chatham Joh:aulia 1%a.-ta
Brnns'xick New fluuuver
Ansar. Mcorc
Uurlsara Lx ;;"akc
(.alert, Oat.._
t laden Richmmvd
P.dgecombc Nas'a Wass'rn
Columbus pendri'
(lrmiser2a a Robots
Ftarklir Mx6amptan 14ilsrm
Ik:piir.
Hirer: Sampson
Granville Orange
Hike Scotland
Hal".4% I'mov..
Winston-Salem Regional Office (VSRO)
C:'rmy basinger, Surfxcr: Water Pmm.c.6on %,PAvssor
Shensi Knigbt.Aguiffr Protection Supervisor
585Waugbtown Strect
41ir-s€on-Salem, NC. 2.7i07
COURIER 0-15-01
z'ltono. [phone]
Fax [phone]
Alamaaae Pmytl: WataBuu
Mlegitany ChiUkrrd Wilkes
Aahc Rxndo€pb Yai€kin
CaswCli Rcckin8lsarn
Davidson Stcikes
Davie _ Sury
Central Office
DVNI)k
Fkvision of watcr Quality
i517 Mail Service Corte:
Raleigh, NC 27E79•i6i7
COURIER. 52: 01-00
Phone. 019) W7.5300
Fax- ,9i9)807-fA97