WQ0035749_Residual Annual Report 2019_20200228

f N. STATE `<
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
February 28, 2020
North Carolina Department of Environmental Quality
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[e-mail]
Attention: Non -Discharge Branch
Reference: 2019 Land Application Annual Report
North Carolina Department of Transportation
Permit No. WQ0035749
Division of Water Resources:
JAMES H. TROGDON, III
SECRETARY
North Carolina Department of Transportation (NCDOT) is submitting monitoring and reporting for
2019 as specified in the above referenced permit to be submitted electronically annually (Condition
IV.6). NCDOT compiled this report using data gathered during the compliance year by NCDOT
and our contractors. This data includes: I) 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 contact
NCDOT for further assistance.
Sincerely,
J�_j Y7�'-
David Harris
State Roadside Environmental Engineer
Enclosures
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ROADSIDE ENVIRONMENTAL UNIT
1557 MAIL SERVICE CENTER
RALEIGH, NC 27699-1557
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
TRANSPORTATION BUILDING— 5T" FLOOR
I SOUTH WILMINGTON STREET
RALEIGH, NC 27601

NC DEPARTMENT OF TRANSPORTATION
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION
OPERATION SLURRY
Permit No. WQ0035749
2019 LAND APPLICATION PROJECT SUMMARY TABLE
NCDOT
CONTRACTOR
PROJECT LOCATION
TYPE
PROJECT ID
C203702
Lane Construction
1-85 Widening and Improvements, China Grove, NC
DGS
(1-3802B)
Company
C203792
Lane Construction
Greensboro Western Loop from East of US 220
DGS
(U-2524D)
Company
(Battleground Ave) to East of SR 2303
(Lawndale Dr)
C230991
Barnhill Contracting
Morrisville Pkwy Ext from west of Highcroft Dr
DGS
(U-5315A&B
Company
to east of Mills Park Dr in Cary
C204053
Triangle Grading &
1-85 Widening and Improvements from
DGS
(1-5793)
Paving
East of US-64 to NC-109 in Thomasville, NC

2019 Project Status Report
Prepared 02/20/2020
NC Department of Transportation
Permit #WQ0035749
Prepared For:
NC Department of Transportation
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
The Lane Construction Corporation
306 NC HWY 152 E
China Grove, NC 28203
Project TIP # 1-3802B
Project Contract # C203702
1-85 Widening and Improvements, China Grove, NC

02/20/2020
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Information Processing Unit
Reference Land Application Project Completion Report for Project TIP 1-3802B, C203702
NC Department of Transportation
Permit No. WQ0035749
Non -Discharge Compliance Unit:
The Lane Construction Corporation is submitting the monitoring and reporting data for the
Subject Project for 2019. Per the North Carolina Department of Transportation (NCDOT) Permit
No. WQ0035749, this report is to be submitted annually, on or before March 1 st, for work
accomplished by our firm on this project report using data gathered by our staff and/or
contractors during the compliance year for diamond grinding slurry.
If additional information is required or if there are questions concerning this project status report,
please contact my office for assistance at: [e-mail] or 919-279-7264.
Sincerely,
Casey P. Hurley, PE, PLS
Project Manager
Enclosures

NC DEPARTMENT OF TRANSPORTATION
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION OPERATION
SLURRY
PERMIT NO. WQ0035749
2019 LAND APPLICATION SUMMARY
CONTRACTOR DOT PROJECT PROJECT TYPE (DGS OR YEAR APPLIED
NO. LOCATION HOS)
The Lane TIP# 1-3802B China Grove,
Construction Contract # NC DGS 2019
Corporation C203702

TABLE OF CONTENTS
SECTION NO. TITLE
Diamond Grinding Slurry (DGS) Analyses
II. Diamond Grinding Slurry (DGS) pH and Land
Application Logs

SECTION I
DIAMOND GRINDING SLURRY (DGS) ANALYSIS
NC DEPARTMENT OF TRANSPORTATION
DGS ANALYSIS
Permit No.WQ0035749
The Lane Construction Corporation
1-85 Widening and Improvements, China Grove, NC
Date Sampled: 8/27/2019
Solids: 11.9%
pH: 12.5
Parameter
%
Mg/Kg Dry Weight
Pounds/Dry Ton
x 10,000)
(mg/Kg (mg/Kgx 0.002
Calcium Carbonate
6.2
62,000
124
E.

SECTION II
DIAMOND GRINDING SLURRY (DGS) pH AND LAND APPLICATION LOGS

LANE l
1-85 Rowan County
Date LF
W
SY
31-Aug
5,460
4
2,427
4-Sep
-
5-Sep
-
6-Sep
12,374
4
5,500
7-Sep
19,335
4
8,593
9-Sep
14,860
4
6,604
10-Sep
14,864
4
6,606
11-Sep
7,895
4
3,509
12-Sep
16,840
4
7,484
13-Sep
13,115
4
5,829
15-Sep
8,365
4
3,718
16-Sep
6,816
4
3,029
19-Sep
11,135
4
4,949
20-Sep
8,678
4
3,857
22-Sep
11,960
4
5,316
23-Sep
14,481
4
6,436
24-Sep
8,832
4
5,098
25-Sep
13,448
4
5,977
26-Sep
7,772
4
3,454
29-Sep
18,645
4
8,287
30-Sep
13,030
4
5,791
1-Oct
10,779
4
4,791
2-Oct
22,091
4
9,818
3-Oct
23,639
4
10,506
4-Oct
16,776
4
7,456
7-Oct
22,178
4
9,857
8-Oct
16,.310
4
7,249
9-Oct
10,250
4
4,556
10-Oct
18,895
4
8,398
11-Oct
17,590
4
7,818
13-Oct
10,784
4
4,793
14-Oct
14,519
4
6,453
16-Oct
5,704
4
2,535
18-Oct
27,470
4
12,209
20-Oct
25,910
4
11,516
21-Oct
25,067
4
11,141
22-Oct
21,725
4
9,656
23-Oct
27,862
4
12,383
24-Oct
20,698
4
9,199
27-Oct
32,482
4
14,436
28-Oct
35,520
4
15,787
29-Oct
30,125
4
13,389
1-Nov
34,911
4
15,516
4-Nov
22,722
4
10,099
5-Nov
190
4
84
Total 322,106
Total 316,432 Excluding Str 8 Bridge

LAN E 000!t
iUrrlinl STA Ending STA lir
014191-1140 11't92� 2U
N[Yr1:5: ' Collcrrac Dinrnnnd
Y1tUdI;C : 3,129
DAILY ( iRINI ODINO 1VORK SUNINIARY
DATE UV WORK; • 9r�11]Olr}
START' 9t00 ANI
(11.0SUR1. SE I': _
C'Lt]SURI: RU-IM Vl;k1, ---
I.No: 6700 I'M
completed 1!}'
Lcrr �11r p i') 11'itkth of Ihrs+ l- I'1 It of Pnsses f ',m f'urkn '
Unkl lnillols
2;126.7 S Y + "
7R0 I 7.tFU
I'ar trul lic,lrill onto Blythe'', prnjccl.

Appendix 4 - ply Monitoring Log
The Lane Construction Corporation
Project Name: hi�lv
Contract: -10'7j D Z 'b L-t SS
Q
Date: U14, /11 ` L
—+- . % p-
pH Monitoring 23ot$ • 6-1- �y
Amount of Muriatic
Verified
,--- T ck number Acid added (gal) Time Comments
��af �3 -o�d3
rszo'3
OZ,03
-0-La3 d
��5
1 l 7A
Sm
� rs #0
r�n � �"
If'
G
L�•�j
�7
. `7
©,'7
PH Testing
Tested
number pH results Time ;Comments

~%einrl„r A _ nH Monitorinq Log

Appendix 4 - pH Monitoring
Log
The Lane Construction
Corporation
Project Name:
Contract:
Date:
pH Monitoring
Truck number
Amount of Muriatic
Acid added (gal) Time Comments
Veriiie by
6 w Sri-
r
c
1
m
pH Testing
Truck number
pH results
Time Comments
Tested by
�D

f�
PROJECT: 3429
LANE`
DAILY GRINGDING WORK SUMMARY
DATR OF WORK:
9/6/2019
STAR'
i q 5 AAA
CLOSURE SET:
r
CLOSURE REMOVED:
END;
: AJ
Completed
Verified by
1-nae
Star i STA l nding STA
Total Lengtii I"I') 1Vidth of Pass FT) Of PflSSe3 T A) Toda Unit
Initials
S0-LA
0685+74 0626+45
5,929 4 I 2,635.1
SY
S94A
0685+74 0672+60
1,314 4 1 584.0
SY
SB-tA
0672+60 06264-45
4,615 4 I 2,051.1
SY
SB-1A
06854.74 0680+58
516 4 l 229.3
SY
Total 5,499.6 SY
N0'm: *COncrele Diamond Grinding S13 - Lane 4

Appendix 4 -- pH Monitoring Log
The Lane Construction Corporation
Project Name:
Contract:
Date:
pH Monitoring
Amount of Muriatic
Truck number Acid added (gal) Time Comments Verified by
Q 3 C� -L `>J
33 crc
,3
n� CI
333�
�t G�
0
pH Testing
Truck number pH results Time Comments Tested by
3AM
4,
2 - v ,5j
0: �,
/er
ta*
I�
LI PA,
i
i
��
b 1/6 A-

l�
P12bJCCT: 3429
LANEr ,,,w DAILY
GRINGDING WORK SUMMARY
DATE OF WORK: 9l7/2019
START:
CLOSURE SET:
CLOSURE
REMOVED:
END:
Completed Verified by
Lnne
Starling STA Ending STA Total Length (1- r)
WIdtlt of lass ( r H of Pnsses GA
Today Unit Initials It f
S13.1A
0626+45 05954.48 3,097
4 1
1,37G.4 5Y
SB-LA
0672+60 0595+48 7,712
4 I
3,427.E Sy
SF3 L 1
OG2G+45 0595+48 3,097
4
1,376.4 SY
SB-L1
06274.25 0607+18 2,007
4892.0
SY
JE
SH L3
0599+30 0595+48 382
4 1
L—K-
169.8 SY
SNLD
0653+40 0623+00 3,040
4 i
1,351.1 SY
Total
8,593.3 SY
MOTES: *Concrete Diamond Grinding SI3
%D'Oef-
I verify hat Ile t tititles r c Oded and i itiate are correct for the above date of work.
V u
all Rep ese tativ
Date

The 1n1141 Constructicm CorIllwatlon
Protect N,unu; ! '�� r a� '� �r..rr.� (,\;,(II
{'untr Id: 4 Z/ 3j!oZ` Ditto:
PH Monitoring
Amount of IV ildiltic
TrLIClt number
Acid added (1pl)
Tlmo
Commollts
Vurlflq.by
CD
V
-
7,
3 -c7zo 3
O �
en
C_
PH Testing
i'riu:lc rninrbur
PH rosults
Time
Comi11onts
Tustod by
4
g L1
?0 Le
ua.s.r
ll b'(
lV3
_
! .

Lnnc
SB-L3
SB-1.3
SB-L3
SB-L3
SB-L3
SB-L3
SHLD
SHLD
PROJECT: 3429
DAILY GIt1NGD1NG WORK SUMMARY
LANEDATE. OF WORK: 9/9/2019
START: ' CX7 AvK
CLOSURESET:
CLOSURE REMOVED:
END: OD pry
Completed Verified by
�....:.. eme rndtn�. R't A Total Leutiti
0627+25
0595+48
3,177
06014-18
0595+48
1,170
0627+25
05954-48
3,177
0685+74
0642+20
4,354
0685+74
0673+25
1,245
0685+74
0680+85
489
0623+00
0622+10
90
0685+74
0674+20
1,15.
Tolnl 6,604,4 S'Y
NOTHS: *Concrete Dinniood Grinding SB
I verify tic 91lprF�lties roV 78nZiliare correct for the above date of work.
!q //p//9
F hall RcpreseutaN a Dale
Q /c7
LANE es the Datc

Appendix 4 .. pI l lviollitoring Loci
1'1141 Lnlut CunstrucUol) Corlmr;11
-1"ll )
I rn c.cl N,mh : � f
t;c,iltr;,c:t; G7.n3o'Z 1
PH Monitoring
Amatmt of NII'Intic
rucic Iunnbor
Acid added (I{nl)
1'11110
Conunonts
33-7MCI
-3-E33
33 Dzo3
_
fib. M
PH Testing
Trtscic number pH results Time
�(0 tint
Tusted by
I
r

Lane
SB-L3
SB-L3
SB-L3
SB-L3
SB-L3
SHLD
PROJECT: 3429
LANELY GRINGDING WORK SUMMARY
DATE Or WORK: 9/ 10/2019
START:
CLOSURE SET:
CLOSURE REMOVED:
-CND: 5'
Completed Verified by
Ctaw•iino �.ndinn IRTA i.enu_th nth of Pass f Passes (I Today Unit Initials
0595+48
0569+30
2,618
4
1
1,163.6
SY
0595+48
0581+20
1,428
4
1
634.7
SY
/
0673+25
0642+20
3,105
4
1
1,380.0
SY
0680+85
0642+20
3,865
4
1
1,717.8
SY
0595+4810582+001
1,348
4
1
599.1
SY
0622+10
0597+10
2,500
4
1
1,111.1
SY
i:d
Total 6,606.2 SY
NOTES: *Concrete Diamond Grinding SB
I verify that he quantities recorded and initialed are correct for the above date of work.
Pe Representative Date
i
E Representative Date

Appendix 4 ° pi-i it onitorilig L.N
The hello Collstrucllu/n CoOlurulloll
Pro I
-'k ,.p 5%-x1W e
pl-I Mollitol,11111,
Truck number
A1110011t of M111-1ntic
Acid ndded (Ital)
Time
Cmm��aiits
vt�iNiccl.by
33—orzb3'
rj4
1
3� -- t�o3
a
r
`� •w
pH Testhig
Truck numbor pH results Time Commonts _I'estcd by
S: Z q ,ate.- ac
b t- 12 1 X-fn�
ti •,O 1.5q
b i.L-5 5Orvx I

I'anc
SB-LA-P l
SH-1 rl-P i
SIMA-P2
SB-L4.1'3
rRo.Irc'r: 3429
LANEP,.,o DAILY GRINODING WORK SUMMARY
DATE OR WORK:
STAWf:
CLOSURE SET:
CLOSURE REMOVED:
END:
Campletcd
rrri 44 ..P n.. rRAI 'I•ndn
9/11/2019
6:30 AM
5:001'M
Verifrctl by
rhdr Inilints
auiruug a l r.----
0569+30
0560+00
930
4
l
413.3
SY
0547+00
05394-55
745
4
l
331.1
SY
0538+90
3,040
4
I
1.351.1
5Y
=0569+30
0537+50
3,180
4
I
1,4133
SY
{
Total
NOTES: *Concrete Diamond Grinding SB
verify Illal the gtiantm corder and initialed are corrmt for the above date of work-,
PCIII611 Represent ate
LANE RCgfVditative bate
3,508.9 SY

Appel-ldix d. PH V ollitO'011g Log
TIIII ( ino Coll%tructtcm Corlxrriltiun
I'ro)l'O. Ni11111l: �� Y4�� ��r, lPiltw, 9V
JAI Mollitol,1118
Amount of IVUn'lintle
Truck Wombat
Add tldded (gal)
TGIF C
pH TastilIg
Truck number
pH results
Time C
l
t.b'1
R; Z3
v) 0
vvdfla f.by
Posted by
N

Lana
S[3-LI-P I
SB-L,I-PI
SR-L4-P2
SB-LA-P3
SB-L3-P3
SB-L3-P3
LANE r
PROJ]:CT-. 3429
DAILY GR1NGDING WORK SUMMARY
DATT: OF WORK: 9/12/2019
STAIZA': 6:30 AM
CLOSURE SET:
CLOSURE REMOVED:
END: 4:45 PM
Completed Vicellied by
— ,,.... .,_- .,--_ —..1 —1_.. _.._.,. n- , —!—.. -en...... ir. -% H !I: A\ Tminv Ilntl Tnilink
0560+00
0547+00
1.300
4
1
577.78
SY
C
0537+50
0492+20
4,530
14
l
2.0I3.33
SY
C/
05384-90
04924.20
4,670
4
1
2,075.56
SY
0537+50
0492+20
4,530
4
l
2,013.33
SY
0556+45
0552+25
420
4
I
186.67
SY
0514+15
0500+25
1,390
4
1
617,78
SY
NOTES: 'Concrete Dianiond Grinding S➢
Total 7,484.4 SY

Appendix 4 -, pI-I Monitoring Loci
TIle 1,0110 CAmstru(tlotl Col-I)O upon
P if�J J�� ' tt Ik
I I l),�i,l,l 111�i111t.; f ' � � � At /t- t r�.rbti
{:llllllact: G2o'�xOz
1 V6IN
�:�3 � IVlc�rtitc�k'In[;
PrIICI( mimbor
o2 ^ov5
33 - cr1 o'' -
3'3 —Oza"3
33 �aza'3
131-I Testing
Amount of Mul'Intic
Acid added Mal)
Comments
M- M
Varlflc by
CT _
0
k'rncic Illtmbor
t�l l results
The
cot mponts
Tested by
. --�
3
H
�1.b3
JIM
4= S►
�yao 1
r

r><toarc•r: 3429
LANEDAILY GRINGDING WORK SUMMARY
DATE Or WORK:
9/1312019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Completed
Verified by
Lane
Starting S I'A > ndiug S'I'A Total I.eugtlt(pT)
WidlU of Pass (h 1) N of Passes (LA
Today Milt
Initials
SB-L3-P3
0552+25 0514+15 3,810
4 1
1,693.33
SY
C
SB-L3-P3
05001,25 0492-1-20 805
4 1
357.78
SY
SE-L3-P2
05544,70 0492a 20 G,250
4 1
2,777.78
SY
G
SG-L3-P1
05544-70 0532+20 2,250
4 l
1,000.00
SY
Total
5,828.9 SY
NO'm: *Concrete Diamond Grinding SB
I verify 0 ttt s uantitics orded and imfl led are correct for the above date ofwork.
5�
Date

Appendix 4 .. pl-I Monitoring Log

LANE r
PROJECT: 3429
DAILY GRINGDING WORK SUMMARY
DATE Or WORK: _
START: —
CLOSURE SET: _
CLOSURE REMOVED:
END: J
Completed
Lane Starting STA Endin STA Tolttl Length (FT) Wldlh of Pnss (lT) Hof Posses (EA) Today Unit
Shoulder 0492+20 6,245 4 l 2,775.56
SB-L3-PI[:0�554+65
2+20 0511+00 2,120 4 i 94122
Total 3,717,8 SY
NOTES: *Concrete Diamond Grinding SB
I ellto grant' ' s record an itinled are correct For lire about date of work.
Penhall Representative Date
Dale
9/15/2019
verified by
Initials
SY 61
SY G

Appendix -el, pI I Mollitoi'i(1g Loci
The t.tmn Collstructioll Corhoratlorr
Pro out W11w:
�J
t'untr�u;t, GZfl3��Z-
pH Monitoring
Truck number
�3 -ozo'3
7i 3 -- b7v 3
33 —0"W3,
33 - Ozo'3
Trucic number
1 '
Amount of Murlatic
Acld added (Rai)
results
ez
mo Comments
Pon
3�
� r
a lCom
Ifle
Tested by

LANE r
Lone Stam•ling S7 A l' 11( 1 g STA Total Length
SB-L3-PI
SB-L3-P2
SB-1.3-P3
SB-IA-PI
0511-+00
0492+20
1,880
05801-24
0569+62
1,062
0581+98
0569+62
1,236
0595+48
1 0569+10
2,638
NOTES:
l verify
LANE
*Concrete Diamond
PROJECT: 3429
DAILY GRfNGDiNG WORK SUMMARY
DATE OF WORK:
START:
CLOSURESET:�
CLOSURE REMOVED: _
END:
Completed
- if f P ses (CA) lbdny Unit
9/16/2019
Vedflcd by
G1lilals
idllr of PASS rT)
4 ns
4
]
835.56
SY
I
d
4
]
472.00
SY
4
1
549.33
SY
l%
4
1
1,172.44
SY
Totnl
3,029.3 SY

Appendix 4 a pl-I Moilitorillc) 1_09

Lpne
SR-IA-P
Stl-L4-P2
56-LA-P3
SB-SHLI)
PROJECT: 3429
LANE( DAILY GRINGDING WORK SUMMARY
DATE OF WORK:
START:
CLOSURE SET:
CLOSURE REMOVED;
END;
Completed
..rn,,.,— WA % 'r'ndn
9l1 W2019
Verified by
I1„h Tnitinls
0759+65
0728+00
3,165
4
1
1,406.67
SY
C
0759+65
0728+00
3.165
4
1
1,406.67
SY
0759+65
07284 00
3,165
4
1
1,406.67
SY
0759+65
0743+25
1,640
=
1
728.89
SY
{
Total
NOTES: / *Caacrclee Diamond Grinding SB
I veriuvitbd initialed are correct for (heabove date or work,
l-ennsal Iccpresemuuvn t
LANE lWrosrillative, Data
4,948.9 SY

Appendix 4 - pFl Mollitol`irlg 1_.09
The I-mul Coltstl'llrtioll Col'itor;ltioll
Contract, GlpvWL
I mt ( � " - -
pH Monitoring
'ruck nutnbel'
a ?
� 3 _crt.a3
33 - oZo3
33 �OZD3 '
Amotillt Of Mll"I"tlt:
Acid nddQd;I;nlj Tlmo Comments
P,
pH Testing
ITucic numbor pH rosults
' - 1 ILA
Tlmo
:ZZ
2'•5Z
tq:�+
ants
Posted

rRo.IlJcr: 3d29
LANEDAILY
GRINGDING WORK SUMMARY
DATE OF W ORK:
9/2012019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Completed
Lane
Star11 STA Cnd61 STA
Total length (FT) Widtb 0f Pass (FT) 8 of i'nsses (EA
Today Unit
SB-L3-Pl
0727+80
2,262
4
1
1,005.33
SY
SB-L3-P2
0750+42
0727+90
2,262
4
1
1,005.33
SY
SB-L3-P3
0750+42
0727+80
2,262
4
1
1,005.33
SY
SB-L3-P3
0759+65
0757+20
245
6
l
163,33
SY
SB-SHLD
0743+25
0728+00
1,525
4
1
677.78
SY
Total
3,857.1 SY
NOTES: *Collucte Diamond/
Grinding SB
I vedryoa�c jWti
yfcl coded initialed are correct for the above dnla of hark.
es s
LANE Rep ntalivo Dalc
Verified by
❑iilinis
Cl
C
C
C
G

Appendix 4 pi-i Mo nit(10119 Log
Thu. how Collstruc;tlon Corporotion
1'I'iliowI Na111i!:'
Cont'I':lc't; Cjp OZ
t)olo,
pH Monitoring
Amount of Murintic
Truck �tiumbar• Acld nddacl Sli:►il Tltlia
Canu�wants
33
pH Testing
Truck number
pli rt2xu11:9
'
l t •5
j�
4Jr
Imo
Comments
ey
Tasted by

LANE r
I,.mo
Starting STA
SB-L3-PI
0722+15
S13-1,3-P2
0722-1-15
SB-1,3-P3
0722•1,15
SB-tA-PI
0722+15
3B-UI-P2
0722+15
S13-LA-P3
0722+15
SB-SHLD
0722+15
NOTES:
I verify
Odin g STA Total Lcagt
0704+70
1,745
0704+70
1,745
0704+70
1,745
0705+30 1
0705+30 I
0705+30 I
PROJECT.- 3429
DAILY GRINGDING WORK SUMMARY
DATE OF WORK, 9/2212019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Completed Ver{Ced by
rRT1 Widtb orPnss (i; T) 9 of Pnsscs (EA) Today Unit Iaritinis
l'otal
*Coircrete Diamond Grinding SB
Ankties reeended and indaled are correct for the above (into ofNvork,
/ Dato'
Date
l 775,5G
{ 775.56
I 775.56
1 748.89
{ 748.89
748.89
1 742.22
5,315,6 SY
SY Ci
SY C
SY C
SY C
SY
SY
SY G

Appendix 4 pi-i Mollitoving Log
The 1,;111n Constructfule C01I)ON10011
Prop od N,m1E
(�l1,1i1�1E�1: �zv3�z
pI l IVIc1lIItorllily,
A111a1111t of 1lrlurintls
I'rucic number Add addad (gal)
3-oz
'33 -tYLo3
33 -Dzo3
pH Testing
Veiriffed.

Lane
SMA-1'I,P2
Sl]•l.d-N3
Y-19 RP 0
Y-19 RP A
Y-19 RP A SHLD
Y-19 Clore lrenlllsr
S13-1-4-P1,P2,1`3
SE-Gt•SI ILD
S0-L3•P 1,1'2
50.1.3-0
ItP A Y-19 Decal
RP 13 Y. 19 Aceel
RP D Y-19 300' Tnptr
/�I� GRINGPROJECT: 3429
L1ANE !, DAILY DINGWORK SUMMARY
[[( DATE OF WORK: 912312019
START:
CLOSURE sET:
CLOSURE REMOVED:
END:
completed YerlOcd by
N I NAILIfl 10A
0701+15
r.nout am
0G85+74
f,54]
4
2
1,319.78
SY
C
0701+IS
06R7+69
1.346
4
1
598.22
SY
OUIE+96
U010+00
498
4
3
6640)
SY
0013+00
0010+00
390
4
4
693.33
SY
0013+91)
OOID+00
390
4
1
173.33
SY
0724+10
0722+15
195
4
I
86,67
SY
072810D
0722+15
585
4
3
780.00
SY
0728+00
0727+80
0725+27
0722+15
273
565
4
4
1
2
121.33
502.22
sY
SY
/�l�
l.i
0727+80
0723+50
430
4
l
191.11
SY
0728+00
0725+27
273
4
2
242.G7
sY
+6
1
069R+00
0692+IS
585
4
3
78p.00
SY
pR92+IS
0G89+15
300
riva
3
233J7
SY
Tolnl 6,43S,8 SY
NOTES: *C015erele Dinnsond Grinding S➢
I ver' nl gt ltltie Sac n1 'I led nre correct for Ilu nbove dnte ofivork.
off/
n nIt Represen i Da
LANE Represen Dnte

Appendix 4 pi-i Motnitorillg 1Lo9
The Low Col►structiol► Corporation
Proio►:t. W1111A; � 1'.Gt"l �ft'r.�tn �•�ticicll
A�' an A- A
pH Moo-libWll19
Amount Of M111'Intic
Truck lulmbor Acid nddud (Rol)
33 �cszo3
3'3 OW '
33 o-u 3
pH Testing
Trucic n►►mbar I pN reswitS
t k. 4. t
E1 }
1 1"u ti'�ci

lane
SB.I1J•P2,3
SP-L3.P3
SP•L3-P2
0 Shld
SC-1,3-1' 1
Sll-l2-P3
Sit-W-P3
� y PROJECT: 3429
LANE{/ DAILY ORINGDING WORK SUMMARY
iii � DATE OF WORK: 9124/2019
START:
CLOSURC SCT:
CLOSLJItC ItEMOVEl3:
Com0leted Verlfled by
Totnl 5,097.8 SY

Appendix ,eI... pl-I Monitoring Log
Tho t.imei Comtructiofl Corporation
I C +
Contract:
PH IVicmitorittl,
Amouirt Of iViUNMIC
Truck munbar ACIt iddad (l;nl) Tlmo Comments Vuriflc i. t
to
3 3 O7o3
33 (il 3D,2 C7� t
pH 'f'estlrtl;
Truck nwnbur PM rosults Time Comtnants Tustod by
L

Lmia
sn.L3-p3
SMldd
50-1,2-B
SO -Loop A-Accel
BB -Loop A-3WV Toper
PROJECT: 3429
LANEDAILY GRINGDING WORK SUMMARY
DATE Or WORK: 9/25/2019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Completed Verincd by
1.064.
0642+20
0627+25
1495
4
3
1993.33
SY
0586+00
0570+20
1520
4
I
702.22
SY
l
0670+00
0639+10
3,090
4
1
1.373,33
SY
0 0+45
0556+89
1256
4
1 3
1 167467
1 SY
055GE89
0553+89
300
vnr
3
233.17
SY
t.:.
5,976.7 SY

Appendix /I.., p}_i Monitoring Log

Lvate
SII-SI114
Sl1-Slild
SB-L•I-P I
SB-L1•P3
SB•LYP2
SB•L1•PI
S11-1U'8-Y-19
SD-L4•PI
1 P1i0JCC'C: 3429
LANE r((' l DAILTOR1NGDINO WORK SUMMARY
DATE OF WORK: 9/26/2019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Contpleled VeNHO by
0569+45
0554+64
1 •181
4
1
2
658.22
SY
1
6
0689430
0685+74
356
4
1
158,22
SY
lC?
0687+25
0685+74
i51
4
1
67.11
SY
C,
0704+70
0693191
Y 079
4
I
k79.56
SY
C
O704+70
0685+74
1,8
4
i
842.67
SY
0704+70
0685+74
1896
4
I
842.67
SY
t
001.1+98
0010+00
498
4
I
221.33
SY
0765+30
0701+15
1 115
1 4
1
184.44
SY
r"l'
y
NOTES: *Copicrele DiamorijArilidinsS13
1 verify 111 unnl'ly Vrde al/1' i�lel�re correct for the above date
LANE
Triml 3,454.2 SY
Dale

Appendix 4 - pI-I I ollit0l'ili � 1-09

Lnne
N4 . B-L3•PI,P2,P3
B-L4-Pl
-IA•P2
8-1,1.1'3
S •Sldd
1'R03CCT; 3429
LANE(( DAII,Y GRINODINO WORK SUMMARY ip
DATL' OF WORK: 912/12019
CLOSURE SE.T:
CLOSURE REMOVED:
END:
Completed Veri13ed by
_ _�. _ .. ..m. ... .. .. ....... ......... .�.,___ro•,•, „_e.,_____.a., v,...r..-. rr..b r..v tale
0519+55
0556+30
3,675
4
3
4,900.00
SY
/�//^
,
0519+55
0538+50
1895
4
1
842,22
SY
0519+55
0539+50
1895
4
1
8-12.22
SY
/L/►'
05191-55
1 0538+70
] 915
4
1
1151.11
SY
051055
0538+70
] 915
4
1
851,11
SY
l
NOTES: 'Conarcle Diamond Grinding S➢
Taint 8,286.7 SY

Appendix 4 pl-I Mollito l illcl L.oc9
,olo Lunn construction Corporation
01111'rocl: C103-407,
)I I {l ollitorirst"
Amount of MOAntic
Trucic number
Acid added hall
Tlmo C
3 3 - I�za3
2-
c3
33 ~Dun
,..
'E
c f
33 -c7w
mac,
pl-I Testing
Truck numborNII rirsults nmQ
..2 � ti.35 1D�3k
�-- j :'Lq
nttottts
>Q4)1
CO A-=
Tasted by

I.Nic
NJ3-L4-P1
SO•G3-P3
9R-L4-P2,P3
SR-5111.O
SR-RPr4SOLD
5R ACC
SH-L24.1
PROJECT: 3429
LANE � DAILY GRINGD[NG WORK SUMMARY
HATE OF %VORK: 9/30/2019
START.
CLOSURE SET:
CLOSURE REMOVED;
ENll_
Cornpleled VeriGcd by
WIJ- -t—.. rr,v, 11.fll...—?PA 1 II.;' T..rrM.
05381-50
0626+50
8,800
4
1
3,911 A I
SY
0693+91
0685+74
817
4
1
363.11
SY
0705+30
0701+15
415
4
2
368.99
SY
r
0705+45
07(l0+50
495
.4
1
220.00
SY
f
0014+98
0010+00
499
4
1
221.33
SY
j
0698+00
0693+72
429
't
1
190.22
SY
0705+12
0693+50
1162
4
1
516.44
SY
t
NOTES: C/o/r�creI liar/n/oned Orindiog SB
fyllfo I verit Ur6ntia111rU1s recar�pd-arid inilialccteq
Towl 5,191.1 S),
for the above dale of wor •.
op
❑ale

Appondix 4 - p1-1 Mclliitol'ilig 1_,09
The Lino CUlwnlctlall Corpora I loll
L:ilill'I'ilf'I; C�A3�t)Z
Date: /
la _ L—
pl l IV ollit:f?I'lli f;
Amount of Mtll'Intic
Truck numbor Acid nddod (gal) Time Cor►ln►ants Vul Iflc4l.11y
33 -ozn3 8`2v W t C
33 —oza3 �-- �' C
_33 -nzv3 o r -
33 � b f CT -
33
pH Testing
number 1
III results Tlmo con►monts ` Tasted
�7
L
d • JA 1 „A 1

Lorca
i40-L4•Tcst Strip
NUd.14'2
SH-Gofa Taper si RP B
W-SHLD
PROJEC1'; 3429
LANEDAILY GRINGDING WORK SUMMARY
DATE OF WORK: 101112019
START;
CLOSURE. SGT;
CLOSURE RCNIOVGD:
END:
Coiuplcicd Verlficd by
Slnrting STA
Elitli S I A
7-ouu t.cu at —
0$19+55
597
4
3
796.00
SY
��513.58
0538+50
0622+50
8,400
A
1
3,733.33
SY
i
QOIA+9$
0012+88
210
4
1
93133
SY
Cl-
0693+72
1 0689+94
378
4
I
168.OD
SY
t
4,790.7 SY

Appendix 4 pl-I Moliitoring Log
The I.411141 Caltstructiurt COI'por'Otlon
Contract"CZy3�vZ
pH Monitoring
Truck m allbur
3 -a2a3
3 3 oZo3
33 - ozo3
33 -0'2�3
pl-I Testirlg
Amount of Wrintia
Add added iital)
r2-
'i'r'tri:lc rlunrlyrar' ,_ ill ra!sults
lie COr11111UrrtS
C30 F
k-3 0
�an�y r
Tim
tl'"t D
—
Tasted
Ir

Lane
ND-1.4-PI
ND-L4-P2
SD-L2-P2
SD-L2-P3
SO-L3-P3
SD-L3-P2
SP-ItPA-Dore pcoiher
ND-L4,P2
ND-L3-PI
PROJECT: 3429
LANE[ (olll DAILY GRINGDING WORK SUMMARY
DATE Of WORK: 10l212019
START:
CLOSURE SET:
CLOSURE REMOVED;
END:
Completed Verified by
_._. .. .. ...... ... .. ........... .vr_,.,. _e,.___.,�-.•, ., _r u__-_-era♦ •T...i.... M.4 r,,;i la
�...,�...
0626+50
„„v... ...
0685+30
............ ... ..
5,880
........... . .-- - -
4
- -- - ......
1
2,613.33
SY
ram'
6
0622+50
0695+70
7320
4
1
3,253.33
SY
/-
1.
0732+88
0720+93
1,195
4
I
531.11
SY
0750+39
D719+43
3,096
4
1
1376.00
SY
tt
0723+50
D722+15
135
4
1
60.00
SY
\�1
0728+30
0721+38
692
4
1
307.56
SY
C!..
0013490
00114-53
237
4
I
105,33
SY
0685+30
0696+00
1.070
4
I
475.56
SY
G
0632+70
0657+37
2,467
4
I
1096,44
SY
C,
9,818 SY

_aix 4 - pH Monitoring Log
Lane Construction Corporation
Project Name:
Contract:
Date: 1 u l
pH Monitoring
Amount of Muriatic
(ruck number
Acid added (gal)
Time
�6���
Comments
�_3•-v�-�:��
Z
r
min �,k�
33-crzo'3
pH Testing
Truck number
pH results
Time
Comments
s. 7-1
.3 3 �►'`►
C
Tested

Lane
S4-L2•P2
S0.1.2-1`2
Sn-L2-P2
89-L2-P3
SD-RPA-Decel
SD.RPA-Gore Fent&er
ND-L3-P2
NIA-1-3-0
ND-L3-P3
ND-I.3-P2
ND-1,3.P1
PROJI'sCTI 3429
LANEDAILY GRINODINO WORK SUMMARY
DATE OF WORK: 101312019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Completed Veelried by
Stgrflug STA
Lllrlrll•zilA
ro[nll,en w rr
,.,mu�,,..aa ,-.
„........� �.'
--....
/�rl•
0750+42
0732+88
1,754
4
1
779.56
SY
0719+43
4745+12
1431
4
I
636.00
SY
0720+93
0703+95
I,698
4
I
754.67
SY
SY
0589+14
0598+34
80
4
2
11.11
C
0591+09
0586+42
467
4
1
207.56
SY
0015+60
0010+00
SGD
4
I
248.89
SY
0569+80
0617+88
4 B48
4
1
2,136.89
SY
4
f
0632+70
0646+80
1 410
4
1
626.67
SY
////,•••
0568+70
0619+16
4.946
4
I
2,198.22
SY
0632+70
0657+00
2,430
4
k
1080.00
SY
1
0657+37
0697+.12
3,975
4
1
1766.67
SY
Toted 10,506 SY
NOTES: •Concrela Diamond Grinding N131SD
I ver n qu 11 s recor d inili Ito correct for the nbove date ofivnrk.
ra�tg
LANE lte olive Date

Lnne
NB-L4-P3 Feather
NB-L3-PI
NB-L3-P2
NB-L3-P3
SB-RYA
SB-RPA
SB-RPA
SB-RPA Feather
SB-Loop A Feather
!' PROJECT: 3429
DAILY GRINGDING WORK SUMMARY
[ � DATE DI° WORK: 101+112019
START: 6:001'M
CLOSURE SET:
CLOSURE RP.MOVED:
END: a:1S AM Rnin
Cotnnlded Vcrlfred by
NOTES: *Cmterete Diamond Grinding NBISB
Towi 7,456 SY

Appendix 4 - pH J\/j()jiitorin9 Log

Lntte
SR-LI-PI
SB-Lt-P2
SB-Ll-PI
PROJECT: 3429
LANDAILY GRINGDfNG WORK SUMMARY
DATE OF WORK: lan12019
START: 6:00 AM
CLOSURP SET:
CLOSURE RFMOVFD:
END: 4:00I'M Rain
Complcled Verlllcd by
Total 9,857 SY

Appe l'idi)c 4 - pH Monitoring Log

Latle
SB-L I -P 1
SB-LI -P2
}y YRDJI.ci•I 3429
LANES//� DAILY GRINGDJNG WORK SUMMARY
DATF OF WOItK. 101612019
START: 6:00 AM
CI.OSURF SF.T:
CLOSUH RI;MOVFD;
HNO; 4:00 PM Raia
Completed Verincd by
NOTES: *Concrc.V Dinlnond Grinding NBISB
J verify
LANE
Total 7,29IJ.9 SY
for the above date of work.

Appendix 4 -- pH Monitorilig Log
The lane Construction Corporation
c',rnu'1: c2d3�flZ
l)ar;Jolt Zo q
pH Monitoring
TRIClc number
.ram
p
N Testing
Truck number
2
k
Amount of iVlUHMIC
Acid added (gal) Time C0111111�11tS
PH results
1%."54
1t•`�1
il•`�a
It.3q
Time Comments
g: ru ±"
Q 23 kii
In�.yb�
Z 57A)4
3 : 15 PM

Lone
SB-LI-PI
SB-1, [ -P2
PROJECT, 3429
LANE DAILY GRING DING WORK SUMMARY
r
DxrE OF WORK: 1019/2019
START: 6M AN-1
CLOSURL"SET:
CLOSURE ItEMOvsn:
END: 4 M PM
Cawlrleted vertlietl by
of--fh— RTA flndivia STA Tninl I.enafh lli Tl W[JIL of 1'nss [Wri it of Passes ITA) Today Unit Itillinis
05,12+43 0,184+40 5,803
4
1
2.579.11
SY
L
0573447 0529100 4.447
4
1
1,97E-44
SY
TOW 4,555.E SY
NOTES; *Concrelc Diamond Grinding NBISB
I verir? lstt lfe ( wilier rded and inilialed ore correct far the aboveJdlate of work.
Y
I nhalI Representative , ale
LANE Represents ' tte

Appendix 4 - pH Monitoring Log

Lurie
SB-l.l -P2
SB-Ll-P3
SB-L2-Y 1
� rRorrcT: 3419
LANE DAILY
DAILY ORINGDING WORK SUMMARY
llA'fG 011 WORK: 1011012019
START: 6:00 AM
CLOSURE SET:
CLOSURE RCMOVHD;
END: 4:00 PM
Congdctrd Verllicd by
_._.. _ �.... ... .. ..,_,.. _�,........cnv x..rn,..,.,.,., MAI dale L,Itinl.e
0529+00
0,184440
4,460
4
1
1,982,22
SY
0750+39
0642-1-68
10.771
4
1
4,787.11
SY
0750+42
0113+91
3,661
4
1
1,627.11
SY
Total 8,398.0 SY
NOTES; *Concrete Diamond Grinding NB13B
1 vent t 411 ntities c d a n ifl ccd are correct for the above date e
LANE

Appendix 4 -- pf-I Monitoring Log

Lane
SB.LI-P3
SH-L I-P2
rno.lLcr: 3429
LANE DAILY GRINODING WORK SUMMARY
DACE OF WORK: loll ]12019
START':
CLOSURE SET:
CLOSURE REMOVED:
rND:
Congdeled Verlried by
--A I ....... 1171.1 41..e11..—.rr.Al 9-l—, Unit Cnitinls
0642I68
0544+75
9,793
4
I
4,352.41
SY
0713181
06354-84
7.797
I
1
3,465.33
SY
Total 7,817.8 SY
NOTES: narcte Dia Grin 'fig NB
IV 1 l It n iti carded id initinled fire correct for the above date f work.
v
1 hall Repres • v 4 D e
LANE Re senlfilive Ditto

Appendix 4 - pl-I Monitoring Log

Lane
NB-L4-P3
NB-13-Pt
NB-L4-P3
NB-L6-P3
3
0
PRoileCT; 3429
LANE DAILY GRINGDING WORK SUMMAItY
UATE Of WORK: 10113I2019
START:
CLOSURE SET:
CLOSURE ItEMOVEU:
END:
CAMO1eIC[I Verified by
NOTES:
LANE
the
Totat 4,793.3 SY
are correct for the above date of Mrk.
Date

Appendix 4 M pH Monitoriil() I.ocj

Lane
NB-L4-PI
N13-bl-P2
N©-L3-PI
N13-1.3-112
NB-L3-P3
NB -IA -PI
NB-L4-P2
N8-L4-P3
� PROJECT: 3429
LANE DAILY GRINGDING WORK SUMMARY
DATE OF WORK: 1011-0l2019
START:
CLOSURE SET:
CLOSURE REMOVED:
END:
Cumpleled Verified by
1rvx AUM11...rn,.-.. rr•r, o,.rn,.ee..e MAN 9'.,d,,.. TI., 14 in lhml.
0723+00
0768+85
4,585
4
1
2,037.78
BY
d/'
0723+00
0745+80
2,280
'I
1
1,013.33
SY
0717+10
0720+13
303
d
1
134.67
SY
0705+15
0720+0D
1,485
4
1
660.00
SY
C
0705+15
0720+18
1.503
4
1
668.00
BY
C
0705+15
0719+80
1,465
4
1
651.11
5Y
/L
C
0705+15
0719+64
1,449
1
644,00
BY
C
0705-115
07191-64
1,449
4
1
644,00
BY
Told 6,452.9 BY
NOTES: *Concrete Diamond Grinding N13
I verify, la a qua s recor d d initial a correct for lire above daft of work.
l4n'tfall Represcninfive ale
/a !S
LANE Re pre alive Cate

Appondi)c 4 pl-I Mc7i7101111j L-09

Lpac
SB-L2-P2
Sf3-L2-P3
'' PROJECT:3�1x9
LANEf(� DAILY GRINGDING WORK SUMMkRY
llA'1'E OP WORK; 10l1612019
START:
CLOSURE SC'L': 9:00 PM
CLOSURE TIFMOVED: 4:15 PM
END:
Completed verlRed by
__ .._.. _ . _ .. .«»•. ,rT. ., _rn__-__ ir. A� 9--l..., rl..Lf r.,11I.N
0703+95
0655+75
4.820 4
1
2142,22
SY
0693+50
068,1+66
884 4
l
392,89
SY
Total 2,535.1 SY
NOTES: *Concrete Diamond Grinding NB
I ven ynflitiLs rded and i • mled are correct for Ills above date of work.

Appandi)c 4 pI-I Il ollito dlIg L09

Lane
SB-L2-P3 f
SB-1,2-1'3 V
SB-L2-P2
NB-1.l-P2
SB-Ll-P3 w
NB-L4-P l f
SB-1,2-PI
NB.L4-Pl
I'ItOJI+.C'1'; 3429
LANE DAILY ORINODING WORK SUMMARY
DATE OF tivoRlt: 10,1812019
START:
CLOSURE SFT; 9A0 PM
CLOSURE REMOVED: 4:00 AM
END:
Conip1cled VcrlRed by
all rnur g o.n
.•.,..,,,. -...
....—...... .... . ..
.. ...... _. _..-- - -
- -- ----- -
C
0684+66
0670100
1,466
'4
1
651.56
SY
0639+05
0595-105
4400
4
t
1,955.56
SY
C
0655 F75
0591 +30
6,445
4
I
2,864.44
SY
C
0484+40
0487+00
260
4
1
115.56
SY
0544+75
0484+40
6,035
4
1
2,682,22
SY
04$4+�10
0499+10
1,470
4
I
653.33
SY
C
OG35+84
0591+00
4,4$4
$
l
1,992.89
SY
G
0492+10
0513+50
2,140
4
1
951.11
SY
'I'olal
NOTFS: *Cancretc Diamond Grinding Nflly�
12120� q S� Cl

Ar pondix 4 - PH 1VIollftol illg L-09

Lalle
NB-L3-P3
NB-L3-P2
NB-L3-PI
NB-L2-P3
N B-L2-P2
N B-L,I-P I
NB-LA-P2
NB.Llt-P3
SB-Loop A
PROJECT: 3429
DAILY GRINODING WORK SUMMARY f0/Z.p)
LiAN `r,..-.
gp1'E OF woRl::
S'I'ART:
CLOSURE SE'r: 9:001'M
CLOSURE REMOVED: 4:00 AM
END:
Completed Veriticd by
_ _._. _ .. ,..... .� .. .. ,-..... ..a, �.._ _en___...wC\ ll _r\\_-.._- Ir.TAI �I•...In., Ilnil rrtilinre
'uu u,l • .,.-
­.,,,, • U...
.............. ... . .
.. ...... _. - ..-- - -
..... - .-----
C
0484+40
0519+55
3,515
4
l
1,562.22
SY
C
0484+40
05t91-55
3.515
4
!
1,562.22
SY
C
0484+110
0519155
3,515
4
1
I,SG2,22
SY
cl
0484+40
0513170
2,930
l
1
1,302.22
SY
0484+40
0519 r00
3,460
4
1
1,537.78
SY
C!
0484+40
0513 F55
2,915
4
1
1,295.56
SY
C
048,1+40
0513IL55
2,915
4
1
1,295.56
SY
C
0,184+40
0513+55
2 915
$
1
1,295.56
SY
C
0012+30
0010+00
230
4
I
102.22
SY
Totnl 11,515,E SY
NOTCS: *Concrete Dimnond Grinding NB
! verify la le r iti re ded an ilialed are correct for the nbove dnlc of work.
enhnll Representative Date
LANF,lZcpresel I Dalk

Appendiac 4 pH i ollitorilig Log

Lane
NB-L4-P3
NB-L2-P3
NB-L3-P 1
NB-L3-P2
NB-L3-P3
NB-IA-P1
NB-L4-P2
SB-L2-P 1
SB-L2-P2
SB-L2-P3
SB-L2-P3
LANE r
...i— CPA r— M.— RTA '
0723+00
0742+10
0703+80
07080-30
0697+12
07051.15
0697+12
0701+15
0696+00
07051-15
0696+00
0705+15
0695+70
0705+15
0591.00
0521+94
1+30
0529+101+50
r
0570+003+00
0532+50
PROJECT: 3429
DAILY GRiNGDING WORK SUMMARY
PATE OP WORK: 1012112019
START:
CLOSURG SET: 9:00 Ptvt
CLOSURE REm0VGU: 5:01) AMEND:
Cuntilkled Verified by
TONI 11,140.9 SY
NOTES: "Concrete Dinmond Grinding NB
1 veri t to q es recorc d 1 ' f 'a Ore correct for the above dale of work.
a i
e presentative Datc
Date
L i�E.Rc1>resentative
4 �

ADDe nix 4 - PH ManitorilIg l_,ag

Lanc
NB-L4-P3
NB4.2-M
NB-1.3-P3
SB-L2-P3
SB-L2-P2
SB-L2-P3
NB-L4-P3
SB-L2-P I
SB-L2-P2
SB-L2-P3
Y-115 RPC
PROJECT: 3429
UNEDAFLY GRINGDING WORK SUMMARY
DATE.' OF WORK: I0122/2019
START:
CLOSURE•. SLT: 9:00 PM
CLOSURF. R.L&IOVED: 5:00 AM
END:
C.umpleled Verified by
o...i:.... Vq'A r...... h IVIIi IMAM .rn.,va W.T% V rT3... —IVAI T.,I.v Ihoit Initink
0646+85
0649+17
232
4
1
103.11
SY
0641100
0697+07
5,607
4
1
2,492.00
SY
C
06911-50
0696+00
450
4
I
200.00
SY
1
0532+50
0529+75
275
4
1
122.22
SY
1
0529+10
0498+00
3,110
4
1
1,382.22
SY
1
0529+75
0496+38
3.337
4
1
1,483.11
SY
0538+79
0556+00
1,721
4
l
764.99
SY
/1
0521+94
0484+40
3,754
4
l
1,668.44
SY
/C
�!
0498+00
0484+40
1,360
4
l
604.44
SY
1
049608
0484+40
1,198
4
l
532.44
SY
1
0015+50
0008+69
681
1
l
302.67
SY
NOTES: *Coperele Diamond Grinding NB
I
Totn1 9,655,E SY
corrcct for the above dnle of work.
Z3

Append i)c 4 - pH Il o nitorilig Log

Lane
NB- RP C Y-19
Deceln'aper RP C Y-19
NB-L2-P3
NB-L2-P2
NB-[A-P3
NB-L3-P3
NB-L3-P l
NB.L3.P l
NB-L2-P3
NB-L2-P3
NB-L3-P3
NB-L3-P2
NB-L3-PI
NB-L2-P3
NB-RPC Y-19
NB-RPC Y-19
NB -RFC Y-19
NB-RPC Y-19
NB-L4-P3
NH-L2-P3
P11,oarcT: 3429
LANE r(/� DAILY GRINGD➢VG WORK SUMMARY
DATE OF WORK: 10/23/2019
START:
CLOSURE SST: 9:00 YM
CLOSURF. RENIOVED: 4:30 AM
CND:
Completed Ycr4Ficd by
IVAN '1'.,.1..,, 71n:T 7nlflnle
0010+00 .
0012+89
289
4
4
513.78
SY
i
0698+02
069900
188
4
4
334.22
SY
0696+92
0709+-80
1,288
4
1
572.44
SY
0692-100
0709+50
1,750
4
1
777.78
SY
0697+07
0705+15
808
4
1
359.11
SY
f
0618+16
0632+70
1,454
4
1
646.22
SY
0617+88
0632+70
1 1,482
4
1
658.67
SY
0617+72
0632+-70
1,498
4
1
665.78
SY
0617+43
0632+42
1,499
4
1
666.22
SY
0697+07
0705+15
808
4
1
359.11
SY
0556150
0568+70
1,220
4
1
5,12.22
SY
C
0556+32
0569+80
1,348
4
1
599.11
SY
05554-50
0569+80
1,430
I
1
635,56
SY
0570+50
0613+75
4,325
4
l
1,922.22
SY
C
0 15+50
00161-55
1 105
4
l
46.67
SY
0009+14
0016+55
741
4
l
329.33
SY
r
0009+84
0016+55
671
4
l
298.22
SY
0008+44
00161-06
762
4
l
338.67
SY
0556100
0582+15
2,615
4
I
1,162.22
SY
�1
[//�''
0549+00
0570r50
2,150
4
I
955.56
SY
i,i.
Tolnl 12,383.1 SY
NOTES: 'Concrele Dinmond Grinding SB
I verify Ivqua ' s r rdcd anti rCkd'a co¢ccl far tilt aUuve daft of >,vork.
9

Append pFi illlonitoring Log
Tho Lano Construction Corporation
c:ontrm:t:
C V-5407-
PH MonitoHng
.,,.n._...........�.....
irucic nuanlaar
Aanount of iz�tic
AcIthiddud (gal) Commonts _ —tr---e
V�rfztiic by
yr
-
- - -_ -
— -------------'--w
pli Testing
Truck OnlbOr
M rusnits
Pima Comrr4nRs
Tested by
61
LA
104, ,,
—,,4k, G�

Lane
NB-I,2-P3
NB-L2-P2
NB-1,3-PZ
NB-L3-1'2
NB-1.3-P2
NB-L3-PI
NB-L3-P I
NB-L3-P 1
NB-1..3-P3
NB-L3-P3
NB-L4-P2
NB-RPD Accel
NB-RPD
NB-RPD Accel
NB-ItPD Accel
P1toa>;cT; 3429
LANEe-,;; DAILY OR]NODING WORK SUMMARY
DATE OF WORK: 1012412019
STAwr:
CLOSURE SET: 9:00 P&I
CLOSURC REMOVED: 4:30 AM
CND:
Completed A'crilicd by
H..r n......... IF A A T..,I,. Ilr.if irrlfinlc
0709+80
07534.55
4,375
4
1
1,944.4,1
SY
0709 1-50
0753+55
4 405
4
1
1,957.78
SY
0720+13
0724+00
387
4
1
172,00
SY
C
0737+50
0745+45
1 795
4
l
353.33
SY
C
07451-45
0752+71
726
4
l
322,67
SY
C
0720+19
0727+00
682
4
1
303.11
SY
0737+50
07,19+00
1,150
4
1
511.11
SY
0749+00
0752+71
1 371
4
1
164.99
SY
L
G
0737+00
0740 r00
300
4
1
133.33
SY
0740+00
07521-71
1,271
4
1
564.89
SY
C!
0745+80
0768+85
2,305
4
1
1024.44
SY
072,4+58
1 0732+45
787
4
1
349.78
SY
0721+38
07241-58_1
320
4
4
568.89
SY
/++
0724+58
0734r25
967
4
1
429.78
SY
G
0724+58
0733+55
897
4
1
398.67
SY
NOTES: *Concrete Diamond Grinding SB
s A /1
TWO 9,199.1 SY
correct for the above dale of work.

Append I N4- pl-I Mollitodllg 1-09
m

Lano
NB-L 1-P2
N B-L 1-P3
NB-L2-P3
NB-L l -P t
NB-LI-PI
NB-L2-PI
NB-L I-P 1
NB-L I -P2
NB-L3-PI
NB-L2-P2
PROJECT: 3429
LANEDAILY G[i[NGp1NG WORK SUMMARY
DATE OF WORK: 10127l2019
START:
CLOSURESCT: 900Pm
CLOSURE REMOVED: 5:00 AM
END:
Completed Verified by
14-1 - QTA r...er,... Q`rA '1`nlot 1 ,.e1, ne•r•ti lV;dlh of Pnee !f"r'1 Il of Pnc a lTAl T. l— Tlnit Initials
C
0484+40
0488+70
430
4
1
191.11
SY
C/,
0484+40
0519+00
3,460
4
1
1,537.78
SY
d,
0519+00
0549+00
3,000
4
1
1,333.33
SY
C,
0519+00
1 0537+47
1,847
4
1
820.89
SY
0487+50
0519+00
3,150
4
1
1,400,00
SY
0519+00
0609+40
9,040
4
1
4,017.79
SY
l�3
0484+40
0487+50
310
4
1
137.78
SY
��!
0,188+70
0519100
3,030
4
1
1,346,67
SY
051905
0520+13
78
4
1
34.67
SY
0519+00
0600+37
8.137
4
1
3,616.44
SY
Total 14,436.4 SY
NOTES: 'Concrete Diamond Grinding NB
tialed are correct for the above date of work.
!7 W
enhall Reoresemative Dole
Dale

Appendix 4 ,- pFl 1\11ollitnrillg LO9

Lane
NB-L I-P I
N13-LI-P2
NB-LI-P3
NB-L I-P2
NB-1-1-P 1
NB-1.2-P3
NB-LI-PI
NB-L2-PI
NB-L2-P2
NB-L I-P I
NB-LI-PI
NB-L2-P2
NB-L2-P3
LANE
l�naarc•r:3�1a9
ADAILY GRINGDINO WORK SUMMARY
(< DA"1'L OF WORK: 10/28/2019
STrUtf:
CLOSURE SET: 9:00 PM
CLOSURE REMOVED: 5:00 AM
END:
Completed Verified by
M.M.it. I'l Jr.f o„oo.,.. IC Al T-1 Unit Inlfink
0537+47
0575+00
3,753
4
1
1,668,00
SY
/I
0575+70
0580100
430
4
1
191.11
SY
I✓
05004-55
0598-175
1,820
4
I
809.89
SY
I
0599+00
D +55
95
4
I
424 44
SY
�C
0608+70
0666 90—
S aT,
4
l
_l;7Slf"87_
SY
/l;�
0632+42
0641+00
858
4
l
381.33
SY
C
0582+40
06081-70
2,630
4
I
1,168.89
SY
0609+40
0687140
7,800
4
1
3,466.67
SY
0682+00
0687+40
1 5,10
4
1
2,10.00
SY
0575+00
0582+40
740
4
1
328.89
SY
�L
C
0580+00
0599+00
1,900
4
1
844.44
SY
0600+37
0676+10
7,573
4
1
3,365.78
SY
I
0613+75
1 0617+43
368
4
1
163.56
SY
i
NOTES: *Concrete Diamond Grinding NB
7btni
� � �Bb� 4�C

ApperldN 414 PH illl()nitOrillg l.,OcJ

Line
NB-I.I-PI
NB-L I -P2
NB-LI-P3
NB-LI-PI
NB-LI-P3
NB-L I-P2
NB-L2-P2
NB-L2.P2
NB-L1-PI
NB-Ll-P2
NB-LI-PI
NB-L2-PI
NB-L l-P I
LANEZA� PROJECT: 3429
[ ( DAILY GRINGDING WORK SUMMARY
DATE Or wank: 10129r20l 9
START:
CLOSURE SET: 9M PM
CLOSURE REMOVED: 5:GO ANI
FND:
Completed Verified by
0484+40
0519+00
3.460
4
I
1,537.78
SY
0519+00
0575 t-70
5,670
f
I
2,520.00
SY
0575+70
0580155
485
4
I
215.56
SY
/W
C
0648+30
0652400
370
4
I
164.44
SY
0652+00
0665+50
1,350
4
l
600,00
SY
0669+90
0686+50
1,660
4
[
737.78
SY
(�
0676+10
0692+00
590
4
!
262.22
SY
0687+40
0692100
460
1
1
20444
SY
0686+50
0718+10
3,160
4
1
1,404.44
SY
!
0652+00
0669+90
1,790
4
1
795.56
SY
0669+90
0686+50
1660
4
t
737,78
SY
0687+40
0753+55
6.615
4
l
2,940.00
SY
/;�
CL
0725+00
1 0753+55
2.855
4
f
1,269,89
SY
13,398.9 SY

Appendix 4 µ pH i ollitorillg Log

Lane
NB-L I -P3
NB-I.3 -P 1
NB-L3-P2
NB-L3-P3
NB -I. I -P3
NB-L4-P3
NB-bl-P2
NB-L ,1-P3
NB -IA -PI
NB-Ll-P2
NB-L1-P2
Np-L1-Y3
NB-LI-P3
NB-L4-P I
3429
LANE�elll
PROJECT:
DAILY GRINGDING WORK SUN1NiAltY
DATE OF WORK: 1 1/112019
START:
CLOSURE SET: 12:01 AM Ilinhmyclosure
CLOSURE REMOVED: 5A5 AM
END:
Completed Verified by
.Rf—f,nn CTA R.-11— STA Tnfnl T.--fi, lfYl1 Width of knee fPTI I! nF 11.—e 1rA1 Tndnv Their Tntrinre
0598+75
0628+00
2,925
4
I
1.300.00
SY
t
0727100
0737+50
1,050
4
1
466.67
SY
0724+00
0737+50
1,350
4
1
600.00
SY
0720100
0737+50
1,750
4
1
777.78
SY
/,
'
05194-00
0575+70
5.670
4
1
2,520.00
SY
0719164
0723+00
336
4
1
149.33
SY
0719+64
0723+00
336
4
1
149.33
SY
��
C
0742+10
0768+77
2,667
4
1
1185.33
SY
0718+10
0725+00
690
4
1
306.67
SY
0686+50
0748-1.72
6,222
4
1
2,765.33
SY
0608+55
0648+30
3,975
4
1
1,766,67
SY
0648+30
0652+00
370
1
1
164.44
SY
0665+50
0738+00
7,250
4
1
3,222.22
SY
C
0719+80
0723+00
320
4
1
142.22
SY
C
NOTES: *Conorele Dinmond
LANE
34911.00 Total
Cirinding NB
for the above dale or work.
15,516.0 SY

Appendix 4 w pH IUIonitoririg 1-09

PROJECT: 3429
LANE DAILY GRINCiDING WORK SUMMARY
DA'M Or WORK: I I1-112019
START:
CLOSURL SET: 9:00 PM
CLOSURE. REMOVED; 6:00 AM
UND:
Completed VeriR¢d by
Lane Sim•tiun STA > ndhte STA Total Lnttnth (RT1 WlrI1h of Pnss if Tl U of Pneses (PA1 Tnrine 111111 AJ11nlc
NB-LI-P3
N l3-L I -1'2
NB-LI-P3
Y115 RPC
YI IS RPC
Loop C
Loop C-ncccl
Loop C-taper
Y115 STR8
06281-00
0648+30
2,030
4
1
902.22
SY
07481-72
0753+55
483
4
1
214.67
SY
0738-r00
0753+55
1555
4
1
691.11
SY
/L!
0016+75
1 0016+55
20
4
3
26,67
SY
i
00164-75
0016+06
69
4
1
30.67
SY
0011+80
0010+00
180
4
4.5
360.00
SY
G
OS641-83
0578+32
1349
4
3
1799.67
SY
1
0578+32
0581+32
300
4
3
400.00
SY
C
0063+14
0057+06
608
4
21
5,674.67
SY
4644
TOO 10,098.7 SY
NOTES: *Concrele Diamond Grinding NB
I I 1 6f Ih mnlitie. riled and ' ilinled are correct for the above dale of work.
Rcprescnlativc / ��

Ap pendi)c 4 - pFl monitoring Log

Lurie
YII5RPA
Loop C
LANE FADING W 3429
bA[LY GRINDING WORK SUMMARY
DATE OE' WORK; 11/512019
START:
CLOSURE SET: 9:00 PM
CLOSURE REMOVED: 6:00 AM
END:
L'omplcind Yeritled by
Stamina STA Rndtun STA TotalLenuffi(Mi Width of Pass (YT) H of Passes frA) Today Unit initials
0014-1-74
0014+49
25
4
4
44.44
SY
i
60t1+80
0010f00
180
4
0.5
40.00
SY
'fetal 84.4 SY
NO'l'L'S: *Concrete Diamond GriadingNE
I verify fi Ru ies c rd u ' fiiti cd are correct for lire above daic of work.
Penball Repr sentaliv Dme
LANE Rep alive Date

Appendix 4 .. pl-I Monitoring Log

HYDRODEMOLITION OPERATION SLURRY/ DIAMOND GRINDING SLURRY
pH LOG
Project Name
(So urce of H O,S/D G S):
Project Location: �m� ���✓e N�
Project Description: — g�
Lard Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
[�j
g 3r
G- -T
T /y
tz �,' q
fi b! l C(
.
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CIN liq
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2019.doc

HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name OZ�
(Source of HOS/DGS):�3�[�Z s `
Project Location: Uina 8j-we P�f,
Project Description: S�
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
q jbllq
q l
.f' 1
s
II
cid
if. 57
JeAAkal- ram! -�-
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2019.doc

HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Dame
(Source of HOS/DGS):�Z{7�j�C7�
Project Location: UIY1Cti AJ-00e,—
Project Description:
Land Application
Operator in Responsible Charge: �G j i,4
Date pH Sample collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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of lo�iq
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2019.doc

HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Dame ff
(Source of H0S/DGS):�2(��jC7�
Project Location:
Project Description: — g�
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of H0SIDGS):
Project Location: �hWACA &OV& PC,
Project Description:
Land Application
Qperatorin Responsible Charge: j
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Track, Frac Tank, Dewatering Box, etc.)
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r S! ti
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Dame
(Source of H0S/DGS):�ZC73��z- r
Project Location: �hs>n� &vve—
Project Description:
Land Application _
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS):��f73�Z s
Project Location: alyla lwe—
Project Description:
Land Application
Operatorin Responsible Charge; La�G (,�✓�rt�r.��� yA CD�
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Dame
(Source of H0S/DGS):
Project Location: ama &Vve' �(J�
Project Description: — g�
Land Application
Operator in Responsible Charge: ��i0rf►q/1 } �l^ �,� l
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOS/DGS):CZ(73f�Z s { —55026
Project Location: Ulna &OV&
Project Description: 85
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
lvioII
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project fame
(Source of HOS/DGS):`�3r�Z
Project Location: UIVICA &OV&
Project Description:
Land Application
Operator in Responsible Charge: Lac WfkAI&L. �r�fY� AQ�•
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name p2�
(Source ofH0S/DGS):
Project Location: l lylcl &Ove' a /Uc,
Project Description:
Land Application
Operator in Responsible Charge: Lw
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Dame I
(Source of HDS/DGS):�3��Z
Project Location: Chmn, &ale -
Project Description:
Land Application
Operatorin Responsible Charge: ! L
Date pH Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Sox, etc,)
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HYDRODEMOLITION OPERATION SLURRYIDIAMOND GRINDING SLURRY
pH LOG
Project Name pZ
(Source of H O S/D G S):
Project Location: �iYtGie PC,
Project Description:
Land Applications
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project fame
(Source of HOS/DGS):
Project Location: mA AFOV&
Project Description: — S�
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Sox, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of H0S/DGS): 3
Project Location:Arove
Project Description:
Land Application
Operator in Responsible Charge:tj� �(
Date pH Sample Collected
Date pH Analyzed/ Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(S o urce of H 0 S/D G S):
Prflject Location: Uma 1-6ve- , /ic-
Project Description: - 8
Land Application
Operator in Responsible Charge:
Date pH Sample Collected
Date pH Analyzed / Reported
Lab or Field Sample
pH Measurement
Unit sampled
(Truck, Frac Tank, Dewatering Box, etc.)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of H0S/DGS):
I
Project Location:
ffw-
l/n� in,VA I
Project Description:
t ��
Land Application
in Responsible Charge: �,
Operator
�JiAA
Date of Land
Application
Location of Receiving Site Receiving Site Address or
(Land Owner Name) Latitude/Longitude
Quantity Applied % Solids
(Gallons or Dry Weight)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project fame
(Source of HOS/DGS):t��J�JZ 3gaZ�
Project Location: C��na
Project Description: 1 — 55
Land Application
Operator in Responsible Charge:
Date of Land
Application
Location of Receiving Site
(Land Owner ]Name)
Receiving Site Address or
Latitude/ Longitude
Quantity Applied
(Gallons or Dry Weight)
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(S o urce of H 0 S/D G S): zz��?,
Project Location: � &Dve— a�
Project Description: r �5
Land Application
Operator in Responsible Charge:
Date of Land
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Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude/ Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
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HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Dame
(Source of HOS/DGS): 4*- Z-
Project Location: &Vve- /l)C-,
Project Description: j SS
Land Application
Operator in Responsible Charge: Le &Anir4�'l ! AGl i
Date of Land
Application
Location of receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude Longitude
Quantity Applied
(GalloAs r Dry Weight)
% Solids
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LAND APPLICATION LOG
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(Source of HOS/DGS): ��Zp3�Z- 35C>Z-,3
Project Location:
Project Description: �S
Land Application
Operator in Responsible Charge: S�r
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
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LAND APPLICATION LOG
Project Name
(So urce of H 0 S/D G S): ZD�'jZ f — ?j$r7ZC,3
Project Location: C�, &fob , k)�
Project Description: l — S5
Land Application
Operator in Responsible Charge:Lw
Date of Land
Application
Location of Receiving Site
(Land Owner Name)
Receiving Site Address or
Latitude Longitude
Quantity Applied
(Gallons or Dry Weight)
% Solids
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APPLICATION LOG - March 2019.doc

2019 Project Completion Report
Prepared 01/31/2020
NC Department of Transportation
Permit #WQ0035749
Prepared For:
NC Department of Transportation
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
The Lane Construction Corporation
6125 Tyvola Centre Drive
Charlotte, North Carolina 28217
Project TIP # U-2524D
Project Contract # C203792
Greensboro Western Loop from East of US 220 (Battleground Avenue) to East of SR 2303
(Lawndale Drive)

01/31/2020
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Information Processing Unit
Reference Land Application Project Completion Report for Project TIP U-2524D, C203792
NC Department of Transportation
Permit No. WQ0035749
Non -Discharge Compliance Unit:
The Lane Construction Corporation is submitting the monitoring and reporting data for the
Subject Project for 2019. Per the North Carolina Department of Transportation (NCDOT) Permit
No. WQ0035749, this report is to be submitted at project completion for work accomplished by
our firm on this project report using data gathered by our staff and/or contractors during the
compliance year for diamond grinding slurry.
If additional information is required or if there are questions concerning this project completion
report, please contact my office for assistance at: [e-mail] or 336-406-
9060.
Sincerely,
Christopher M. Ange
Senior Job Engineer
Enclosures

NC DEPARTMENT OF TRANSPORTATION
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION OPERATION
SLURRY
PERMIT NO. WQ0035749
2019 LAND APPLICATION SUMMARY
DOT PROJECT PROJECT TYPE (DGS OR
CONTRACTOR NO. LOCATION HOS) YEAR APPLIED
The Lane TIP# U-2524D
Construction Contract # Greensboro, NC DGS 2019
Corporation C203792

TABLE OF CONTENTS
SECTION NO. TITLE
Diamond Grinding Slurry (DGS) Analyses
II. Diamond Grinding Slurry (DGS) pH and Land
Application Logs

SECTION I
DIAMOND GRINDING SLURRY (DGS) ANALYSIS
NC DEPARTMENT OF TRANSPORTATION
DGS ANALYSIS
Permit No.WQ0035749
The Lane Construction Corporation
Greensboro Western Loop from East of US 220 (Battleground Avenue) to East of SR 2303
(Lawndale Drive)
Date Sampled: 7/22/2019
Solids: 11.9%
pH: 11.23
Parameter
%
Mg/Kg Dry Weight
Pounds/Dry Ton
x 10,000)
(mg/Kg (mg/Kgx 0.002
Calcium Carbonate
1.65
16,500
33
E.

SECTION II
DIAMOND GRINDING SLURRY (DGS) pH AND LAND APPLICATION LOGS

HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name
(So nice or HOS/OGS)-
Project location.
Protect Description:
Land Apphcmmn
Operator n Responsible Charge
Date pH Sainple Collected
Date PH Analyzed / Reported
Lab or Field Sample
pH m"'."ment ' (lroc� Fro. a t J o-; •. ;^y?rc .,.
IV7/1�
�I/%/� I
�CI�
Ia�.�(12)*n.91 Tani
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IIIP1I i

HYDRODEMOLITION
OPERATION SLURRY/DIAMOND
GRINDING
SLURRY
pH LOG
Project Ndmr:
1Soorce of HOS.'DGSI-
ilk 30�p�\ibG/b
L'1C)1crn.
��
Project Locatmo-
Project Descrlptme..
(and Apphcebon
Operator m Responslble
Charge-
Dale pH Sample Collected Date PH Analyted/ Reported Labor Field Sample
pH hleasu..moot
Hoot Sampled
(Truck. Frac lank, Dewatering Box, etc.)
\11'L19.
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Nerd
9105

HYDRODEMOLITIONOPERAAOt SLURRY/DIAMOND GRINDING SLURRY
1111 H LOG
Project Name
(Source al HOSlDGS)-
Project Location:
Project Description:
Land Application
Operator in Responsible Charge:
Date pH Sample Collected Date pH Analyzed / Reported Lab or Field Sample pH Measurement I Unit Sampled
(Truck Frac Tank, Devialering Box, etc.)
L
_
r%G161__
L. i t
r
P
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I
HYDRODEMOLITION OPERATION SLURRY/DIAMOND GRINDING SLURRY
pH LOG
Project Name I
(Source of HOS/DG S). ��
Project Location:
Project Description. -
Land Application
Operator in Responsible Charge. —_ - —
Dale pH Sample Collected
Date pH Analyzed/ Reported
lab or Field Sample
pH Measurement _
Unit Sampled
(Truck. Frac Tank, Dewaterem Box, etc,)
If
y_
— —
1 q
ry
Ines_
/
(Fit
(Fit -
I
- -
9
,346
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M

n
HYDRODEMOLITION OPERATICN S URRY/DIAMOND GRINDING SLURRY
pH LOG
Vrm ct Rama
� s>urce, al H65(D GJI.
P'Opc"t 1 ecalien
Grolect DescnpUon.
Land Appticatmn
Operator in Responslb le Charge:
Date an Sample Collected
i Date pH Analyzed! Reported
Lab or Field Sample
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Unit Sampled
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Land Application
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Project Name
(Source of HOS/DGS).--_-3y3
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Project Description,
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Date of Land I Location of Receiving Site
pplication g Receiving Site Addressor
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2019 Project Completion Report
September 5, 2019
Land Application Program
NC Department of Transportation
Permit # WQ0035749
Prepared For:
NC Department of Transportation
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
Barnhill Contracting Company
4325 Pleasant Valley Road
Raleigh, North Carolina 27612
Compiled By:
Brian Harrington
Project No. U-5315 A&B
Morrisville Parkway Extension From
West Of Highcroft Drive To East Of Mills Park Drive In Cary

BARNHILL
CONTRACTING
COMPANY
4325 Pleasant Valley Rd.
PO Box 30097 (27622)
Raleigh, NC 27612
919-787-2442 phone I www.barnhilicontracting.com
NC General Contractors License No. 3194
September 5, 2019
NCDEQ-DWR
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Information Processing Unit
Reference Land Application Project Completion Report For Project U-5315 A &r B
NC Department Of Transportation
Permit No. WQ0035749
Non -Discharge Compliance Unit:
Barnhill Contracting Company is submitting the monitoring and reporting data for the Subject
Project for 2019. Per the North Carolina Department of Transportation (NCDOT) Permit No.
WQ0035749, this report is to be submitted at project completion for work accomplished by our
firm on this project using data gathered by our staff and/or contractors during the compliance year
for Diamond Grinding Slurry.
If additional information is required or if there are questions concerning this project completion
report, please contact my office for assistance at [phone] or by email at
[e-mail].
Sincerely,
Barnhill Contracting Company
Brian Harrington, P.E.
Project Manager
Enclosures

NC DEPARTMENT OF TRANSPORTATION
LAND APPLICATION OF DIAMOND GRINDING AND HYDRODEMOLITION
OPERATION SLURRY
PERMIT NO. WQ0035749
2019 LAND APPLICATION SUMMARY
CONTRACTOR DOT PROJECT TYPE (DGS OR YEAR
PROJECT NO. LOCATION HOS) APPLIED
BARNHILL CONTRACTING COMPANY U-5315 A & B CARY, NC DGS 2019

TABLE OF CONTENTS
SECTION NO. TITLE
Diamond Grinding Slurry (DGS)
Analyses
11. Diamond Grinding Slurry (DGS)
pH and Land Application Logs

SECTION 1
DIAMOND GRINDING SLURRY (DGS)
ANALYSES

NC DOT
LAND APPLICATION PROGRAM
DIAMOND GRINDING SLURRY ANALYSIS
Residual I'N pc: Diamond Grinding Slurry (Barnhill Contracting)
Date Sampled: 8/20/19 (DG-1)
Barnhill Contracting -Morrisville Parkway Permit No. WQ0035749
22.04 % Solids
12.40 pll
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 Nitro en
0.000
0.000
Calcium
0.000
0.000
Calcium Carbonate E .
28.200
282 000.000
564.000
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 19-233-0005
*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.

Report Number: 19-233-0005
Account Number: 08361
Send To: Willcox & Mabe Soil Solutions, PLLC
7231 B. Summerfield Rd
Summerfield . NC 27358
Lab Number: 67888
Sample Id : DG-1
a
Waypoint(2
ANALYTICAL
Project : 18-04
REPORT OF ANALYSIS
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 U Fax [phone]
www.waypointanalytical.corn
Date Sampled:
Date Received: 08/21/2019 00:00
Date Reported: 08/27/2019
Total Solids `
22.04
JCM
08/21/2019 14:50
SM-254OG
Moisture
77.95
JCM
08/21/201914:50
SM-254OG
pH'
12A 1.0
JCM
08/26/201910:05
9045D
Calcium Carbonate Equivalent
28.20 282000 2500
JCM
08/26/2019 14:25
AOAC 955.01
Comments:
A!l values are on a dry weight basis except as noted by asterisk. Detection limit on all N series is on a wet basis.
B - Analyte detected in blank H - Beyond holding time
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.
pwic it 1,1wr
Pauric McGroary
Agronomist
Page 1 of 3

(2)iWaypont
7621 W 8 Road, Richmond, V7
n 4-7
Main 804-743-9401 0Fax [phone]
-6446
ANALYTICAL
www.waypointanalytical.com
Cooler Receipt Form
Customer Number: 08361
Customer Name:
Willcox & Mabe Soil Solutions, PLLC
Report Number:
19-233-0005
Shipping Method
Fed Ex
US Postal
Lab Other
UPS
i Client
0 Courier Thermometer ID:
- -
Shipping containerlcooler uncompromised?
0 Yes
0 No
Number of coolers received
F 1
Custody seals intact on shipping container/cooler?
0 Yes
0 No
Not Required
Custody seals intact on sample bottles?
0 Yes
0 No
0 Not Required
Chain of Custody (COC) present?
Yes
0 No
COC agrees with sample label(s)?
9 Yes
0 No
COC properly completed
0 Yes
0 No
Samples in proper containers?
0 Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
0 Yes
0 No
All samples received within holding time?
0 Yes
No
Cooler temperature in compliance?
0 Yes
No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
0 Yes
No
Water - Sample containers properly preserved
0 Yes
0 No
0 NIA
Water - VOA vials free of headspace
0 Yes
0 No
0 NIA
Trip Blanks received with VOAs
0 Yes
0 No
0 NIA
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
0 NIA
High concentration container (48 hr) r Low concentration EnCore samplers (48 hr)
High concentration pre -weighed (methanol -14 d) Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
Comments:
Signature: Brandi Watson
YesIS Na
Date & Time: 8/21/201913:56:11
Page 2 of 3

\VA5-1,FWATER SAMPLE RANSMITr
i
Waypoint Analyt
7621 Whilepine Road Richmond VA 23237 tel: R04-743-Y401 Fax: tied
1111N1111111111111111 ��
Willcox & Mabe sal Solidioris PLLC 13 1736
Account #
08361
Customer Information
Submitted By Ch...
Willcox & Mabe Soil Solutions, PLLC
Same - Project # 18-04
7231 B Summerfield Road
Summerfield. NC 27358
Project 18-04
Phone- 336-339-9128
Fax
E-mail [e-mail]
Sample Information
Lab Number
Collection Information
Container Information
Please Write in Desired Tests
Sample ID
(Lab Use
Number
% Total
Only)
Type
Date
Time
of Bottles
Type
Volume
PH
CCE
Solids
DG-1
Grab
X Composite
Glass
X Plasticint
oz
_gyp
X
X
X
qt
dG-2
_ Grab
X Composite
_ Glass
Plastic
oz
X pint
o
X
X
X
DG-3
_ Grab
X Composite
—
_ Glass
X Plastic
oz
X pint
p
X
X
X
—
t
Grab
Glass
— Oz
_
Composite
_
Plastic
pint
I.
Relinquished t3 . Si naturel
Date
Time__
--,Received B (Signature)
Date
Time
Test Available
Special Instructions or Remarks
Nitrogen Series Total Kleldahl Ammonium. Nitrate & Organic Nitrogen
Phosphorus(lotal orthor). Poatsswm, Sulfate -Sulfur Calcium, Magnesium Sodium. Iron, Aluminum.
Test all samples for pH, CCE & % Total Solids
Manganese Copper Zinc, Arsenic. Barium. Cadmium. Chromium, Cobalt Molybdenum, Mercury. Lead
E-mail results to [e-mail]
Selenium. Silver Nickel Acidity (Total), Alkalinity (Total). Biochemical Oxygen Demand (5 days) Boron.
Chemical Oxygen Demand, Chloride. Conductance (Specific), Hexavalent Chromium. Oil and Grease (EPA),
PH, Phenol. Solids (Dissolved, Suspended. Total Volatile)
9N -0) t CiL �
P Al
Page 3 of 3

SECTION II
DIAMOND GRINDING SLURRY (DGS)
pH AND LAND APPLICATION LOGS

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
LAND APPLICATION LOG
Project Name
(Source of HOSIDGS): Morrisville Parkway — Cary, North Carolina (Contract ID: C203991)
Project Location: Morrisville Parkway
Project Description: Diamond Grinding Slurry
Land Application
Operator in Responsible Charge: Wesley Wooten — Lewis Farms
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
8/20/19
Wesley Wooten
Piney Woods Road - 34034'32" 1 78"04'12"
3,800 gallons
22.04
8/20/19
Wesley Wooten
Piney Woods Road - 34°34'32" / 78104'12"
3,800 gallons
22.04
8/20/19
Wesley Wooten
Piney Woods Road - 34034'32" 178°04'12"
3,800 gallons
22.04
8/21119
Wesley Wooten
Piney Woods Road - 34°34'32" 178°04'12"
3,800 gallons
22.04
8/21/19
Wesley Wooten
Piney Woods Road - 34°34'32" / 78°04'12"
3,800 gallons
22.04
8/21/19
Wesley Wooten
Piney Woods Road - 34°34'32" 178°04'12"
3,800 gallons
22.04
8/21/19
Wesley Wooten
Piney Woods Road - 34°34'32" / 78°04'12"
3,800 gallons
22.04
8/22/19
Wesley Wooten
Piney Woods Road - 34°34'32" 1 78°04'12"
3,800 gallons
3,800 gallons
22.04
22.04
8/22/19
Wesley Wooten
Piney Woods Road - 34034'32" 178°04'12"
8/23/19
Wesley Wooten
Piney Woods Road - 34034'32" / 78004'12"
3,800 gallons
22.04
8/23/19
Wesley Wooten
Piney Woods Road - 34°34'32" 178°04'12"
3,800 gallons
22.04
C:%Users\Rob\OneDrive for BusinesslSharedlWMSS Projects12018118-04 Barnhill Contractmg12019 Land App\LAND APPLICATION LOG - August 2019.doc

HYDRODEMOLITION OPERATION SLURRY 1 DIAMOND GRINDING SLURRY
pH LOG
Project Name
(Source of HOSIDGS): Morrisville Parkway — Cary, North Carolina (Contract ID: C203991
Project Location: Morrisville Parkway
Project Description: Diamond Grinding Slurry
Land Application
Operator in Responsible Charge: Wesley Wooten — Lewis Farms
Date pH Sample Collected
Date pH Analyzed 1 Reported
Lab or Field Sample
pH Measurement
Unit Sampled
(Truck, Frac Tank, Dewatering Box, etc.)
8/20/19
8/26/19
Lab
12.4
Tanker
8/20/19
8/26/19
Lab
12.3
Tanker
8/20/19
8/20/19
Field
12.18
Tanker
8/20/19
8/20/19
Field
12.11
Tanker
8/20/19
8/20/19
Field
11.98
Tanker
8121/19
8/21/19
Field
11.84
Tanker
8/21/19
8/21/19
Field
11.88
Tanker
8/21/19
8/21/19
Field
11.75
Tanker
8/21/19
8/21/19
Field
11.80
Tanker
8/22/19
8122/19
Field
11.79
Tanker
8/22/19
8/22/19
Field
11.95
Tanker
8/23/19
8/23/19
Field
12.01
Tanker
8/23/19
8123119
Field
12.08
Tanker
C:1UserslRob\OneDrive for BusinesslSharedlWMSS Projects12018118-04 Barnhill Contracting12019 Land App1pH LOG - August 2019.doc

2019 Project Status Report
Prepared 02/24/2020
NC Department of Transportation
Permit #WQ0035749
Prepared For:
NC Department of Transportation
1536 Mail Service Center
Raleigh, North Carolina 27601-1536
Triangle Grading & Paving
Project TIP # 1-5793
Project Contract # C204053
1-85 Widening and Improvements from
East of US-64 to NC-109 in Thomasville, NC

TABLE OF CONTENTS
SECTION NO. TITLE
Diamond Grinding Slurry (DGS) Analyses
II. Diamond Grinding Slurry (DGS) pH and Land
Application Logs

SECTION I
DIAMOND GRINDING SLURRY (DGS) ANALYSIS
NC DEPARTMENT OF TRANSPORTATION
DGS ANALYSIS
Permit No.WQ0035749
Triangle Grading & Paving
1-85 Widening and Improvements from east of US-64 to NC-109 in Thomasville
Date Sampled: 11/05/2019
Solids: 12.0%
pH: 11.23
Mg/Kg Dry Weight
Pounds/Dry Ton
Parameter
%
(/ x 10,000)
(mg/Kg x 0.002)
Calcium Carbonate
Eq.
1.05
10,500
21

4CDA&CS Agronomic Division Phone: I
,,_'Ag5 Wphsite: www.ncaarmov/agronomlf
Out of State
Waste Report
i ss9
Links to Helpful Information
Farm: Not Provided
Client: Austin Bross Advisor.
2301 Interstate 70 A NW
Columbia, MO 65202
OUT OF STATE County
Sampled: 11/052019
Received: 11f0612019 PALS #:
Completed: 111132019 PALS M 504336
neym
Nutrient Measurements are given in units of parts per million (ppm), unless utherwise speeded. I Other Resultso
K Ca Mg B
Fe
Mn Zn
Cu B N10 C AI Na CI:
F
en N
P
5.37 126 1070 74.2 56.1
183
2.74 0.73
137 0.20 - - 176Kjeldahl
I
N: 9.64
T
_ _ _ _ _ _ _
_ _ _
_ _ _
— — — — —
Non-compnic:SS
EC pH
BO
CCE
ALE C:N DM
Other
JH4-N
Blom) (mS/Cm) (Unitiess)
(lbtyd')
(%)
(1000 gal) (Unilless) (%)slurryI
Grower CN
I(10s
328 3.28 1123
105
20.6
Estimate of Nutrients Available for First Year (lb/1000 gal) i other Results (lb/1000 gal)
Application Method: N P205 K20 Ca Mg S Fe Mn Zn Cu B Mo AI Na CI
Irrinatipn I
0.08 0.10 1.26 B.93 D.62 047 1,52 0.02 0.01 0.01 0.00 - 1A7 3.76 -
North Carolina
�'> cto i�isl fund Comrtdssbn
Reprogramming of the laboratory -information
e is being funded
throughaa ggrant frofm thle North em tCarolina Tobacco Trust Fmakes this report lund Commission.
77tank you forusing agronomic services to manage nutrients and snfegiun d envir'anmenlal quality.
- Steve Troadeq Cornmissianer sy Agiinthnre.

SECTION II
DIAMOND GRINDING SLURRY (DGS)
pH AND LAND APPLICTION LOGS

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LAND APPLICATION LOG
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Project Description:
Land Application I
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Latitude I Longitude
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APPLICATION LOG - March 2010.doc

pH Dail/ Log
Date: PIth )
Job: 19
Location: T c C
Test 1
Time: �1,
Reading: I0-n
Test 2
Time: 3'.3O wm
Reading:1o. 9

pH Daily Log
Date: Z
Job: IX -A 19
i
Location: h u5v e C
Test 1
Time: �Q '�� �I
Reading: ICE, 5
Test 2
Time: Z' `� 0 C&rn
Reading: 10,E

pH Daily Log
Date• t Z /%1%►�
Job: 19
Location: T ti e NC
Test 1
Time: I :30 m
Reading: M
Test 2
Time: �` 300'm
Reading: 10,7

pH Daily Log
Date: 2 I
Job: l A ' /
Location: Y omo-5 V Q
Test 1
Time: 30 pm
Reading:
Test 2
Time: 2, 51 ww�
Reading: 9, q

pH Dail Log
Date:
Job: l U -19
Location: I
Test 1
Time:
Reading: 10, 6
Test 2
Time: Z' Ma \
Reading: IM

pH Daily Log
Date: 2/ I
Job:
Location: T V
Test 1
Time: 10:q4
Reading: IQ, 1-
Test 2
Time: 2
Reading: 11,0

pH Daily Log
Date:
Job: N' ' g
Location: 7"Coyiliz
Test 1
Time: ' 5 r6
Reading: 9.9
Test 2
Time:
Reading: 10,