20110424 Ver 4_US 64 (R-4416)_20180501

WATSON CONTR.4CT/NG, /NC,
Apri124, 2018
NCDENR, Division of Water Resources
Ms. Amy Chapman, Supervisor Transportation Permitting
1617 MSC
Raleigh, NC 27699-1617
RE: Response to NOV-2018-PC-0122
Deaz Ms. Chapman:
The following is a written response to the NOTICE OF VIOLATION that was issued to Watson
Contracting, Inc. dated April 12, 2018. A copy of the NOV is attached to this response as "Attac6ment
A". According to the instructions of the NOV this response was to include explanation on the following
three areas:
1) All sediment and erosion control measures will be inspected within 24 hours of receipt of this
letter, and accurate notes regarding these inspections will be recorded in the Sediment and
Erosion Control Log. All needed maintenance will be performed within 3 working days of
the required inspection. Photo documentation of ineasures will be taken as part of the
inspection, and post maintenance, and be included in a report to be included in the required
response and mailed to the address below of the conditions and actions taken.
2) An explanation as to why the form struchue for the flowable fill failed, and as to how this
wil] be prevented in the future.
3) The stream relocation final stabilization (the replacement of the inappropriate matting and the
placement of the stones necessary to maintain a stable channel) work shall be implemented
within 15 days of the receipt of this letter, with all work completed within 30 days of receipt
of this letter. Photo documentation shall be included in the response requested, along with an
explanation as to why it has taken so long to complete this work.
T'he following response will address each of the three above mentioned areas of co �ce P oto
documentation will follow the written responses in attachments. In' ��� Q��
uu
�.QAY - l Y018
201 SLOAN ROAD
FRANKL/N, NC 28734
OENR - WATER RESOURCES
7RANSPORTA710N PERMIITING WlIT
PNONE; (828J 524-5880
F.4X; (828J 524-588�

� � �j < ., rw � a • f ��, �.�, „�.: e ./.,� x� �j. � ,-�.y�.� �. ,;# 4 �-� . . �, ,�
i�`f 7 /l "'a � l' � , � •i��i'� �:;.� �!� � � IC t� s t`� `Y: \�a� .�t .4 F�F ' ir`�-ra� b � "�` �r ,. �
t� td m
]1����r��a�� #Y� On Apri16, 2018 N[r. Kevin Barnett and Mr. David McHenry visited the project in Clay
• County. Mr. McHenry asked for us to perform maintenance on the erosion control
measures located in the area of High Quality Waters. I assured Mr. McHenry that we
address his area of concern that day. On the afternoon of Apri16, 2018, �Tatson
Contracting employees cleaned the measures in these locations. These measures had not
been cleaned in the previous inspection because additional devices (coir wattles) had
been added behind the stone outlets to prevent silt from leaving the project. The
remainder of the project was inspected and maintenance performed where needed.
On April 13, 2018, Mr. l�eid �1Vhitehead conducted an inspection of the project and
provided a list of areas for which he felt additional work should be performed. The
following is the list provided by the RK&K inspector:
1).remove silt fence at 220+00 RT. To end of project.
2).added wide wattles, suggested using 2-3 together.
3).add matting to each side of new driveways.
4).install silt fence 221+-50 LT. To end of project and add outlet protection.
5).from 216+-50 RT. To 220+-50 install slop drains.
6).clean out wattle at 224+-00 RT.
7) Fix skimmer at waste AREAR.
`� �� Since April 13�' was on a Friday and the forecast was showing rain on Sunday April 15�`,
J �Tatson Contracting worked on Saturday, April 14th to insure all the erosion measures
were in place prior to the rain event on Sunday. The above seven items were all
, completed on April 14�'. After the rain event on Sunday, I inspected the project and
_ i directed our employees to perform some additional mulching on April 16�'.
I'hoto I�ocumentation is shown on "A�t���n�a��� �"
�e�g�ons� #�) On the project ai station 192+25 there is an e�sting 24" metal pipe under the highway
that was abandoned with the new storm drainage system. The pipe came to an existing
drop inlet that was on the left shoulder of the road where another 24" pipe ran parrallel
to US 64 going west to an existing buried junction box that is approximatley 15' deep.
From the buried junction box a 30" metal pipe carries runoff to the headwater of
�.
Thompson Creek. On the right shoulder of US 64 an earth plug was installed to keep
flowable fill from entering the drainage system that goes to Thompson Creek. On the
left shoulder of US 64 a 3/4" Plywood form was inserted and braced over the 24"
discharge pipe that ran parrallel to US 64 to keep the flowable fill in the only the pipe that
was running under US 64. The existing structure was 8' deep and groundwater is present
within four feet of excavation. Therefore we chose not to excavate and install an earth
plug and used the plywood forin. The pour was one vertical foot from complete when the
plywood form began to fail. When we noticed that the flowable fill was leaving the pipe
we placed boulders and earth inside to structure to limit the amount of loss.
:/' %� � r �/r a�Ie �I � xj:
,
,e � y/ ! ,_ _ �.; � �: ` --, y ``� • 4 �/`
.. � ,�_ � : r �� f' a� e`s ���.<`�`s .'x .'� . .� �- 'f a� l '�� `� �� "rt 'p'.s� s-p ' s
�" ,�t, �irr'�a� �� .Z; •� t�� �ax.l�i.'� � .�.! a..�.'£:4 � .�iv,�i:

I� 'f
`'
I I
�1
�j
� � ,.� ; , , , - . rLL � t � _:: �,� ; ,�
�•� � �.�� �� <v: �,r. «: �' !f�� � � :, :;;�j � � f y�* �` r r
�..c' �� • "t"1 �t � �.,�� :� �z' e,% a �#, �'"i� � l� � r3 e�r �,��� Z;+ : r!' e�
��S�OII�� #�'
���tYna�ed In the future we will no longer depend upon wood forms to confine the flowable fill
operations. Regardless of the structure depth, presence of water, of other variables we
will require that excavation of any possible discharge pipes and an earth (Clay) plug be
installed to prevent the loss of flowable fill operations.
The discharge of the flowable fill, was removed from the headwaters Thompson Creek
and the outlet of the 30" metal culvert that discharges into Thompson Creek.
iS��po�a�e #�) On April 1�, 2018 the stream relocation received final stabilization as required by the
permit. The shoulder excavation from stations 192+00 thru stations 210+00 was
performed during the last week of November and the first week of I�ecember. I�uring this
work it was noticed that the contract documentation for the stations for the stream
relocation did not match the conditions in the field. The stations for cross vanes and coir
fiber mat were in an area with little to no water. Water was present in the ditchline in
stations below the area indicated in the contract documents. During the shoulder
excavation, I was present and instructed our employees to dewater the area, grade the
shoulder, install coconut matting in the ditch with coir wattles every +/-25 linear foot to
prevent sediment from entering the drainage structure after the water was returned to the
channel. After the matting and wattles were installed I say Mr. I�avid 1VlcHenry and Mr.
Kevin Barnett iraveling thru the project. I asked them to come and look at the channel to
discuss the locations of the rock cross vanes since the area of flowing water did not match
the contract documents. We discussed installing the cross vanes every 20 LF in the area
where there was flowing water and then replacing the coconut matting with the coir fiber
mat. I told them I would call Mr. McHenry when we were going to install the cross vanes
and replace the coir matting so he could come by and witness the installation of the cross
vanes. Shortly after this time the weather conditions were not satisfactory to be working
on the project. Snow, freezing rain, etc. since the stream was stable and no sediment was
leaving the project I planned to install the cross vanes and coir matting when we returned
� to the project in Spring. Due to the altitude, west facing slope, the location being in a
double cut that received no sunlight during the winter months we did not return unto the
project until the first of Spring to continue construction. In late March I met with Mr.
McHenry and Mr. Barnett on another project and informed them that we were about to
return to the Clay County project to complete the cross vanes and replace the matting. I
did not since any issue from them that the work had not been completed during our
conversation. We returned on the first week of April and was scheduled to begin the cross
vanes the week of the spill of flowable fill. Due to the spill of flowable fill I halted all
work with regard to the streams until Mr. McHenry and Mr. Barnett could complete their
report on the mishap with the flowable fill. That is the reason for the delay in the channel
work. When the channel work was started on April 18�' an inspector from Mr.
McHenry's office was present to assist. He had instructed the operator to install the cross
vanes as shown on the plan that was provided with the contract documents. The contract
documents had the cross vanes drawn backwards. When I arrived on the project I called
his attention to the matter, we looked ai the drawings, and he advised to continue
installing as per plan. Later he contacted Mr. McHenry and they realized the contract
• � i �,! 1 � ��. 2�h � �� �� �
,� r _ � . �.- � :. �
r � � Q� d �� t... �•'� �'ri. ..r�... •`l�� !�!f L.!
ir {* ^x � >� ' �"7 ,ry � a. i�,.✓ �' � •`y „'' �"� �f ,� fi,` 7Y c7
�... 4�Fq,u��P.� ./{. `'°45�� � �K',I�* 8 ,��,�� �'.�"tI'�e f l�j /'ij)1� .°�- wi'�Ij f
�f F _

��l
�! Y i�� �,'�j�'� Ai;''� Q�� �' 3 i.� •� �'�S ,4. '! tl ri P :� �r/.�. ��^a9 y"v /rJ P�, p(� .6.xL��y. i, [cT-l� j?
� il� A'� ""`a � lF.,�� §� � e � �' �� �.? ff � � .EfJJ �r:Ga^ �S� �i' � iki `�y%3 4i � ,J �+[ fr
��i� J
- �8e�p��a�� #�
� �o�ati�aae� documents were incorrect. He instnxcted us to remove and reconstruct some the vanes
that had been installed and continue cross vanes that was beyond the 3001f as shown on
the contract documents to a location where the flowable water appeared to stop. By 5:30
'� pm on April 18�' the cross vanes were completed and the coir fiber matting had been
� installed.
U
"A���Ilna�e�t EC99 will provide photo documentation of the completed stream
stabilization. .
', In conclusion, In over twenty years of highway construction I had previously never received a l���J on
� any project that I had supervised or had any involvement. �Natson Contracting, Inc. realizes their failures
-- that resulted in the 1�T0� and has implemented measures to insure that this does not happen in the future.
i J If you need any fiuther information regarding the response to this 1�0�, please feel free to contact Mr.
� Phillip Cochran, VP at (82�) 371-5749 at any time.
Cordially,
�� / � . /� � �
Phillip R. Cochran
Vice President
i' %� `' �,: i �: ¢�'. � � . �� �,y �+
�.n,*� � rga k � t +r� � �,,.'� A��.�i.
.{�+ A..i f %` . _Z �': A�..' f ;�'� ' .r� � (`.' t'F
c rr��<a�_,. �Cr .y��� aa.. .�+•.�•..
� Fv4' ��' ; , �: � i �� C.�" �.. � i� i.r �f
t. a P :m, �. , .� g�. � _ �' :

I I
U
L
��
0�
�
���
� ��r �"` :'�.: ki`,�e k'�,.� �7� '' ' ', la �' �, '� /'�'' '� �' � �
_ � r�9i� } c� �% �,� : �. �y�:�� t'� ��. �'•- �� ��� f�� � ` .`�' � � �� R:•
l� fl ; ., f ' ,F� { " �;; � :q
-s �' � ,�' � �a• -� c ; x
,t',.,•�' t a..: ,i.. }�w . i� ..�'.Y
r'• f- X � +, ,a. ., �; d•w :t
�„'. ,' . ! , i � t .• , r . ,• +- , ads �r� ,/ ` s�:
� � r�
j' � t n / � � isV � ES .'� f!� ,� �'. ,,' •� ` «.� .!� �t j��
&��` �S. J"ij. � � ��� � <..d �" �� � Qe.i' a �s °I.

61Urunrn<'ni[d
�[!O%I f y
WA TSON CONTRACT/NG, /NC,
20Y COOPER
�-llC1iAEL S REGAN
,aPfl� ��,���b
CERTIFIED M:1IL#700R 1300000U I123274fi
RETURN RECEIPT REOIiESTED
Mr. E3rian Burch. P.G. Diaision Gn_ineer
North Carolina Departmenl of Transponation
Hi�hwa�� Di��ision la
253 Webstcr Road
S�iva. North Carolfna.'_S7?9
Subi���� vOTICE OF \'IOLATION
NOV-201 S-YC-0123
Nor[h Carolina Uepar[ment of Transpor[a[ion
\CDN''R Proizct No. 701101'_-1 Ver 1
T1P R-4�k16
Clav Counw
Dear Mr. Birch and Watson:
LINUA CULPFPPER
,..., �il�,. .
On April 6. �01 A. I:erin Barnett of ihe Nonh Carolina Division of Water Rzsources (T�'CDWR) As6eville
Reeional Of�c� conducted an on-site insprction nf project TIP R-4416. OS 6$ — Climbin_ Lanes on
Chunky Gal �4ounlain. in Clay Counh�. In addition to NCD W R stafE Da� id f�lcHenn- was also present
during the inspection and their time and assistance is _reaily apprecia�ed.
Observuiions o(conczrn m�de durine [he
Vnmrc ofthc Olzena�ion
are summarized belo��-
Fe:aure 4ffecmJ:\rea
��,, r tw��� �.r�t��, ��« �,� �« ��i �� ��Rd ��,�,���,� �r�m � � .�a����..
Imo c,n�act .�ith curf ccw��ers Stream linc:v f
T'hcuvenuppin;�olsctlinrn�andcrosionconvnli�asures Scdinx-ntund
�o
lueti un in>pcclion �chich ScSinxm and
rlulnnsonsitc UnsiunCon�r.
iocmry>Icic.vcmnrtlocaiiunrcsur.niimauiviiics I Strcam
Discussions ���ith the Nonh Czrolina Departmem nf Traisponation (NCDOT) and contractor staff�
revealed that the ciolation occurred as a resuh o�the follo���in�:
201 SLOAN ROAD
FRANKL/N, NC 28734
SimcolNnnhC:.mLiv F.mu�nmm�mlQmlip
�Lni.a_.i.at .� ILLri�A 1 t i.__ �`,..1-
PHONE: (828J 524-5880
FAX: (828J 524-588�

11
� ! �_+'�''a� r� 'G/ �'s ` �9'�T �„ �j. . i'�y' ,�`3 F �' ' ' �':� 1 ;y.� AT �-e
C� � d =�'��P � �.� t� . � u�� ��a..fi �+•,a!k 7� � .�� �`^� 5xfi ' "�� �.ae�° �F �(. �'� i.�.m� �[r �� 'it` �w'� u
1. Uncured concrete came into contact due to a form sagging and the downstream receiving water
not being separated from a possible discharge.
2. The onsite sediment and erosion control maintenance worild occur 8�at afternoon, even though
the inspection log indicated that no rain had fallen since the last inspection and that no
maintenance was needed onsite.
3. The onsite stream relocation has been in a temporary state (staked coir logs and an unapproved
matting material) since last fall. The contractor had been contacted by DOT and was told
repeatedly ihat tha replacemen# of matting and placement of rock weirs would occur soon. IVo
action has been taken to close out this work. _
'The actions described above led to. the vioIation(s) of the following North Carolina Administrative
Code(s) governing streams and sediment and erosion control:
I�effioe�a➢ off b�st ae�age: �
The removal of the best usage in an unnamed tributary to Thompson Creek, which is
jurisdictional waters of the State and �as a classification of C, is a violation of �g�H¢ ��1� 1���Iln
�aa��l'ana 1�ainaffiHsttra�ti�a Code 02k� e�211 (2), which states:
"The waters shall be suitable for aquatic life propagafion and maintenance of
biological integrity, wildlife, secondary recreation, and agriculture; sources of water
pollution which preclude any of these uses on either a short-term or long-term basis
shall be considered to be violating a water quality standard." -
�t�e�r w�ste%-st¢��affi se�i8r��ata
The discharge of other wastes and/or sediment into an unnamed tributary to Thompson Creek, a
jurisdictional water of the State, is a violation of'I'fitr&e fl5� l�ort�a �a��Himm� �aIl�anr�asb�a��
�ocle O2� .0211 �3)ff, which states:
"Oils; deleterious substances; colozed or other wastes: only such amounts as shall not
render the waters injurious to public health, secondary recreation or to aquatic Iife and
wildlife .or adversely affect the palatability of fish, aesthetic quality or impair tIie
waters for any designated uses."
�0� `o3'QC sondi4im� violati��:
l Our records indicate tUat the NCI)OT submitted a Pre-Construction Notification (PCI� on July
' 3, 2017. The impacts were requesied under U.S. Army Corps of Engineers Nationwide Fermit(s)
`� � 14, and the corresponding General Water Quality Certificaiaons. The NCDWR issued an
approvalletter allowing the impacts on August 7, 2017, NCI3WE� project number 20110424 Ver.
i 4. The approval Ietter specifies that the acrivities must adhere to the conditions listed in the
� i General Water Quality Certifications, as well as additional conditions listed in the letter.
� Condifion(s) 2 of the approvai letter states the following:
r�` If concrete is used during construction, a dry woxk area shall be maintained to prevent
�; direct contact between curing concrete and stream�water. Water that inadvertently
i_, contacts uncured concrete shall not be discharged to sur£ace waters due to the potential
for elevaYed pH and possible aquatic life and fish kills. [15A NCAC 02B.0200]
Accordingly, Watson Contracting, Inc.is d'uected to respond to this letter in writing, on or before close of
business on May 11, 201�.
�,�3 � :, r ,i'� �,: �= .�� �� .y�
�r' "%� `����,.,'. t ;' : �,.: :��� -�_+�`�����
a��'t�' �^'*i � Y! r .4-, t^ t � { �v / � �'r.,�s� �""�i? �-, � r `� ��1i� �. _;� : �i�,�i,, ��6

WATSON CONTR.4CT/NG, /NC.
Your response shall include the follo�ving:
All sediment and erosion control measures will be inspected within 24 hours of receipt of
this letteq and accurete notes regarding these inspections will be recorded in the
Sediment and Erosion Controi log. All needed maintenance will be perfortned within 3
working days of the required inspection. Pho[o documentation of ineasures wili be taken
as part of the inspection, and post maintenance, and be included in a report ro be included
in the required response and mailed to the address below of the conditions and actions
taken.
An explanation as to why the form stmcture for the flowable fill failed, and as to how this
will be preven[ed in the future.
The stream relocation final stabili�ation (the replacement of the inappropriare matting
and the piacement of the stones necessary to maintain a stable channel) work shall be
implemented within 15 days of receipt of this letter, with all worA completed within 30
days of receipt of this letter. Photo documentation shall be included in the response
reques[ed, along with an explanation as to why it has taken so long to complete this work.
Your response should be sent m this office:
NCDENR, Division of Water Resources
c/o Ms. Amy Chapman
1617 MSC
Raleigh, NC 27699-16I7
Pursuant to G.S. 143-215.6A, this/these violallons and any future violatioo(s) are subject to a civil
penalty assessment of up to a masimum of $25,000.00 per day tor each violstion. Your above-
mentioned response to this correspondence, the degree and extent of harm to the environment and the
duretion and gravity of the violation(s) will be considered in any civil penalry assessment process that
may occuc Should you have any questions regarding these matters, please contact Kevin Bamett at (828)
296-i657 or [e-mail] or myself ai [phone] or [e-mail].
Sincerely,
Amy Chapma�Superi�isor
Transporlation Pertnitting Branch
Electronic Copies Only:
L.ori Beckwi[h, US Army Corps of Engineers, Wilmingon District Office
David McHenry, NCDOT, Division 14 Environmental Officer
Reid Whitehead, Roadside Environmental Office
Kevin Watson, President Watson Contracting lnc.
File Copy
20� SLOAN ROAD
FRANKL/N, NC 28734
PHONE; (828) 52�5880
P.4X; (828J 52�588�

WA TSON CONTR.4 CT/NG, /NC.
ATTACHMENT B
NPDES INSPECTIOti
- - �—� Is:n��,_.:�:�.__,.,
- _� ,'. . _ �-. = _. .
. ��— _ _��%�' ."'�.., �—_ '�
�— -:_— -_ - _ .- --�.* _t.--• -�_�`a,
..—.. . . l.i�
'� `�. � i . ��u i si W �}
���� �. �� _ i_i . _ _i r.�- _,e_
, .r� _
_ _ __ �—
_—T.— _.. _.
__ .e....r-�,�..i. en..n
si�_T ri=NCF TE,�R
��Ar� 1�4�n J L..0
i.— ,. �_.._ .
_ ._ .1. _ _. � .�_�_�s_ _. : 1
-_—__ e:ii:.+.'.< <__ . ' . : _ . _ — ,.
� ,r.�s_'S:rac��• . S .a ..rS.���1
— — —_ t ___ __ — _{
� �.. �`.�,� �"-..
.. �: ;,�¢� � -t <
"�:: = --' -.
- . _ �� _ - : -
,, - -. . - -
SILT FCNCE RLPAIR
�, r —_-�_. ._ �.r ; , �
f ' ,
� a;c. �. , � �, ��, :
�'. ��.'�S'�. 1'�. u�_�_ � �
� � �� r . :�� 54. ; � � � � �
r
�-`� ��r+�x+St` ,,�:�.{. c L��.
�'•, ' � �t:_��i�� `� ` �
,- ; �
�)`
: w
.� � -
y �,:
� I
�` �.I;``+��'..-
�� ! .� j . .
. _,4
: ._ : .
._ �
��:�.<.�, -. -
_ �- � �«'� .. ..... � �,;,;
. - �-�:� : ,�'�a:;� �a
20� SLOAN ROAD PHONE; (828J 524-5880
FRANKL/N, NC 28734 FAX.� (828) 524-588�

WATSON CONTRACT/NG, /NC.
I�I:FUIZI 11���9P. SI_ PI) �1NU ����LC'll
yk �n �� µj��`�,'.
1�F !'�5i 1.� '�,�:
� � �
' `�' �� ' -"=
I �'' �:'� ... �a
�,.....: -- t��i. »'`�9f ��,
��'�'-�"�.�#_'�z...�� _ � ���
.., � -. - r-�--. ^'��„c�' . _ � _ .. . "�� - � .
5-� y,,�
,.� ''a." , _ �.... �..4;�
_ t:. �� '' �_
' _ ' c.K' . .. . ,
. . . . . . . . 1 .t., �, t�•
_ -� , � :-�a�, � `-:�=
. ___ � '` . -. . -.: .�_��'"w..
� - ' b� ~ - � .�
.••. * 1 :
. ' = a. �".: � ti .
.r �'1Gs� , _ ♦ . � ..'• "s �y ;_ • p :y,.a .. ...,
... � f . rt '�. ��. � , , , �
�!''�-� ) �' ..�ti ni p . ' �• :
'_�T. � C f ' �T A. ' _ , tl�
r . i i�v - "�! t ... .:.... .� , •
_ .,��. 73 . .
�3...: . f � �''i - �
' •.�.`. ; . .y. .
. . . ._ '�.: r`- �'';�.2� -. .
- �--- . - - � � - � ^, .
I� � t : � -- — - � . ��� -
AFTER TEN1P SEED AND b1ULCFl
�.. ,
I� � �I�
—.,-,,
F;i�''-_-.-. -
- ��,____. _ _
20� SLOAN ROAD PHONE: (828J 524-5880
FRANKL/N, NC 28734 FAX: (828J 524-588�

WATSON CONTRACT/NG, /NC.
13I�FOI:1 11 A11' �I�I�I) 1A'I1 V�I!'I ('ll
s .� � �
.�.�/� .��-,
. v' � J,T'���_ /./f �.i, �.��,\\YJ�s-
- Ar[� �
:".�^� �� �., � - /1
� _ - _ y �- <�` _ - _' - � _ ' ./�
� . -�:�.==s- . - - . ... - -
� -':si.- _ . - : - ' - - � _-' - _ - _ _ .
' . - . � , ' . _. . . . '. _a - . . - „2'-� w .
. _ . . 1. - � �_ �� .
- _ � . '� F ���' - . �Y _ _ I�
- . «•Y.r�r . ' ' _ . - . -' _ - . _ h.f ' ' � -.. '
� � . ' ". . � - _. . - _.f _ 'M1 ' ��✓ " ' <"
. " � ) S -�-�- _ __ . •h. �
. " - � >sti ' - ,. _
-- - �� -- .- _ _ -
- - - _ s. _ . _
;1PTP.R TP.�1P CELn ;1Nn ��1ULCH
a
1 . y T� �l 13t . �: �^,� s r,� S`
4k � �
�� �,�, � ��- '" •� � �� .� ���� 3� ` ' ^ M •
. � r 1. �� � L � �� � 16'..
q. � �'.
, �, y.�. =- 4 y�� 4 . �;"�ii
r 1 �L •-�r � r -..w �f•�'�4 .. �,,�T . � '�y7 y�w � � ,�Or
Fs }' �47' %'���q ..��r �` � e. �� ♦. i ".L' 7r^y� .• 1 r� .� .�l �V" y� r
_�} �- ;?��" riY �l{f + 4 . -w ���'��� rT. ♦ t .y � y� �`
�', �E � ' � � �.�.�. �yi"R'��y��� � e'R`'� -�`«
;` � r � _� , +
_�'. r .-�� -" � - ' . ., � � a
:
..*
.6�.w� � s. . , � y�,j���A�"�
5�..�r� � _ .
r,
l. , k
' �.'.,'�"'.-,%»•- rti,�,r
,a,a et :�
. � ir1
• .: . I . . . v I
� �k � ' "1��:a
- �Ta •��;
� -,.�
201 SLOAN ROAD PHONE: (828J 524-5880
FRANKL/N, NC 28734 FAX: (828J 524-588�

WA TSON CONTRACT/NG, /NC.
aLFORf 'T�FMP SEED AND N1ULCl�i
rr
`�,�,-_��' . 'ti"�..,... � ,„.,�.' �.::"
.... +. _M1 �i'.'.'i}' _ � . •-
tir •.�r� � ���„�
��E� _ • " • � a
_ �_� -_�`_ ! �.
� ; �.-- ,�.
,l-Ji'-.iC c '��" .j , 't���,s_�� �i"4ti. ' '
� _ �� - .�•Y {�� -� t � �r �.t � .fi � ' "-
� � ,. 1 � K- i �i . �t � �.,c
, p4w 3� .. r ... '�'
,.- .,��
� � _ - . . , -�' ; .� � - �
_ �. � �z,:.��•. . $'
APTER'T'L-MP SEED ANll ML'LCH
� � ..� � � Y S � . a r � r \..
�j � .y� _ � 1.. � � �.s`i;
i� + 1- �` ��S;i �� �ik �R� �'�� ' � �.��.
1 r« : ,�F �.
z �� � ,� � y.�, `�
II �}.���f�1���1��1 ���,"PI' � � �;'
I��l���� �� �� y�� 1 I+ �' i.��.f-�
� �.. ^�
` � � �' ; s � � y� .
� _�
i �� `
Q. i .. _
}y
�r,..:.. . . .� �
4��� `re :�9j�17� �l., �.�'."�,i � �"' _ _,
, . � :
. .i__��� . '� �'y ,r� '� �.ir�' • .
_- - ' _ . _ �- . ` .�`
r
� ��
'.��! " '
ry '—` ^ � . . . ' � -_.
� �:.s�_ ( � . � �►
fi ' �4 �� �
_ �.. �` �. , . . 'II •
. .� - _ . . . . �
.
�,� � - . �:' i,��°exi..
'i � . _ _ _ ��. �
201 SLOAN ROAD PHONE: (828J 524-5880
FRANKL/N, NC 28734 FAX,• (828J 524-5881

WA TSON CONTR.4 CT/NG, /NC.
BEFORL RCPAIRS
� ���� ,� , ' �'°� '' F � _y'�' �,f � �Te � ' , �. ` � j �
� ''����; � r�} 14"� 1�*YI 'S • i� I�j � J � r�iJ r""sR�
� 1 �. � � i 4 {'
I • � � 3 l 4 �� i � � S � �� f -'{���� f%� . ��
. � .. SF, r ��_ ._- .
` �', :.iSo,... ..�.� ��_ - �?� 4. + p � �
i�..�. � ."`M__. ' _ � . ..
. __. �..: �--�__.
U.-.� - . . . _ . .. . -b� � . r,. : e . - y "` �" . . ' _
� ... .r'�- .
. e: -_''�^i. . ' .
c X lja �•y,� � �w.. �.-,•1N ty,_ � ; ��i,',i
; % � �t
��,+�} ,�..'r� .,( �T �°' y w A .. ''
`2 .Y . `�-`y-�i , ��.i'�`t. �'���;-�i
. '_ _ ' � _ • . . ' - `lt
_ -/ . -. -I � _ � ' . __ ,
. - .. • � � . - .
.R.�/>� - � �'�� _ . . . � _ .• . .. .
I _. ''.S r . �..%� - . . , _ ' � . `\. `.��_
-.'a� ' � - . 6yF:— " . _ '\
�Fr�x tz�P.aiKs
��
� _ _ .:s -- - ----
- _ - � -;�. . �- _ ` -- _
� y i .
t , f. � 3'J: " '� _ ��rgr.�` : _
.c i—.. � - . 4:._.
' -^�v� r Y � 1 " �� .�fs ' .�
�+M`rS �`� �:�'� ^ � • - . y ` . . - ' �^
'.�f i�. .,� . :1� � �
. � '%r . r��Jfi, f �:.;� . - .. � .
r • I; � � �. i _ . . � . �� � �l ' � - • • • c �
201 SLOAN ROAD PHONE; (828J 524-5880
FRANKL/N, NC 28734 FAX: (828J 524-5889

WA TSON CONTR.4 CT/NG, /NC.
I�DDITIONAL PICTURES OF MAIV'CrNANC�_
�
�
�' Y,.,.I v��.� RS..«�.1+ '.. -- "�{ -.���.,
+ r.. .r.'i�L�� .y� . ' .
�+ '1�
. . . .. • �' ,t;�l
`' �
' ' `�w,.�Y9..
`� �
L.::ei`„'. _ .�,.'
_ � � . �� 'S ^ �� N h , ,r�c � .
i'
. �� � I% yi�_�j,� �� ' .
�_ '�7�.r
� � t� � t�': r�:.`J.��x� ♦e
. . ��.{�' _ - {' s(� y ia.�y�a .�'�� � � . . . ~. �Y ��M
� r .r.�3l+_ . r
. . .. . 1�� . �, .. 7�':-�: :.y� ��' ''�..�*
i . J^ �
-rR ^
� _
T
_ �1H . '
�I� ' y ! w y� � ,�, 1 .�,n'�y�T}QE, ��T_��`} ��rel'•+ "
beL.��' �1`���.r)'�Y,� t�.r�j1�:iS '' . � � f'lto.,.� q^f . ..
• !, � � j �1Y.J�
' .. _ ' _.. �^ � i - ... �� ,K,°^��„ 5�X � �}� �7^ F'���
'•a ► ., r
� - . _ ._ � -
.� � � � -�,_ > ,.-� a `.�� _r � -= �� r,��+�.,��� �+�'
, .�. .+-=.;i_ _ c��;� - : �:
°�� _ . r "� . ,,� �..�-�
-�sfet`.g . _ . _ � _. -.y�� ...- -+ 4.yy; .' j Y �y,„
� -... . •.,.�..�-,J�Ss'ro-+ � - . - �iw ; � �� f-: . �-
_ T� - . �` •- � �-"
u
N .4��i �i � ,�'1 � � � � - ' .• �
�I �G`� ��.t "!�f �j� -�-�'..�._� ���_�F��i a� .
-frL <` ' �v -�,.,n . ' w { � ... _a _
I�'R .� 'y'" � �I►. ��g�,� _. - . . - ' _
.� fs�' •�Fa .y .... c'�r 7+
. � f� �. - E � �:-;�.;� ,_
� r i _ � �'� _ � , _�`..� -. ��: �«: �
1 _� � v
r � i � +�F�-� � _. : �� � ���
_��. '�-� ti `r.w+�'�. •i-�'�'s�'-`.
__� _ ' 1 . V~5-:� .'. ��
�',.
J'� ' ' 1_ ��_ , ,,4Lb� . �� . � ".� ]` - � •�
20� SLOAN ROAD PHONE; [phone]
PRANKL/N, NC 28734 FAX,• (828J 524-588�

WA TSON CONTRACT/NG, /NC,
3
- y _,._ - �-_-----•--- - - �,---
- _. : . _: ; _ _
- . `Y�. �. = . . -
a.t : _ �—r.2� _A:_- _ _ _ _ , _ _ - - ' `
--- . � .�� ..- _ '.,�..sp„ - � � .-f,: �. ��� � .•�:-
��.�."' ..a� � . 9 _ - �.` ' ." . :'-. � _ .'�•�-i�ss; ' ^-" . �.
_ - , . _ _ � , -,'�3J er _ �_a� 3 ��r.��� _
s' ? - aa�
��' —` '. . . • . " . Y'� - _ � �ts1i
_ . -i_y2. t " F�A°( . _ . �r�'�' � ` . _ ` -.._.
_ • .+C� � - � __ r� - . .� � � ... �'�
� �
, - _. . `w'a��r"�.�.r.,,i�' �.� �1�1..' ".
' " _ .� Y: r'.�>
F�—rlr- .. ,�
�. .'' . . �� _ . . �
' -
,:.�
. �.:� s �ay,�
. ... . - . . . .
l ' .. � .. � - ?�` • .
•`_ ^ _ .'.: :' . - . , . .
..ti . � . •.
i r - �.
's
. .' �
r e
. i 6.. _� -�� � �� , e'�
r- .x4, ��� ' a � ,� 'r'r � =i
��` !�i 8�� J �6rn� ^ 1 � . .,'
i V' - .LI - �� �4.�{1� �" , . ' .` '
r
_ �lr"�" � ..,�1`��j�. TY C :�'` �- �' ��;y�. � � .
y� r �
��s,��i�t,�t��(> >..+f� �' � `�� ��c �;� ,�Q � a �y � 1�t� ` �a���l
dir�,'ay.�f e ;.. ":a��.+1l. .L dY'� � � i.0 .r �l,.a: ".t ..,0,
f_`•_
�.
�
i,. � i r
�;� ,��
��,t' . a:,• �' 1
� ` �r
. � , �
{� ��
,v r
`t c_,',:�
0
20� SLOAN ROAD PHONE; (828J 524-5880
FRANKL/N, NC 28734 FAX: [phone]
♦
�,'

WA TSON CONTRACT/NG, /NC.
N1A1N�I�GNANCE LN ARBAOF HI(�II �?I'�AIJI�I�
'- @""�'AI
/� '� P"�4 :�
r -
.;_.:���; !', . -._
-- ���., -
i �,r�.
_ , � �� .
f.: � -� �' "� _
,,��, _
�:_ __ _ - ;.FI, - . :- .
- - �:t'�� �-
��- t�iI
� �
i -F-�,�= 3�<. . �F�Tl4g."'-. �z..�� - �
',�b�`.r� ' .::r, - - . ti.�•�r��_ _ . . "' -' , -
� =.- s- ._ V ' ' _ �� t r�. --_ r �,.�,
�" �¢-:. -- F._"_�� _ " �x. -, ' - y"'� '_"-��-r� - - _� �;r�
. . _ _ _ sc- Y - '.. . � _ , _ .
��`�. #� � �
sr� };` � -`~ �.e.. y'� �.. . _ . • . �� -�.
� � �e�-F. t" -,�� "X d f: _ . . ��='
� . ti� -:r r� ,� , . _ -
�x � •
♦ � !
. ���?� � :
\l - •
_.2`�v � ..f_µ' ..
�- �
. ._'.. .�: � -:.
� Y ".�Z +�
� �,� .; '�"` �
�` ' i Y.t +�
� ��.r�. �� . � l ,�.
I � = � #
� t y" . ( ✓.
r��{�`'.�' r�`.T _�-. ' .T'd
y ira a'
. y t j�� • ,
�y�� w�... _ . .
� ��� �`,.
�� "� i_ �
� ! �
� • < < _,
fj+ Ytf f
� f i = ��f� 1(:
� • ����y
1 T ,: f� 4��.�n i t�y �� `� .1�
� ��' �� � Y ,�.��.� ,a, �
� a, k � ��:��.. ,,,,,,_ -� �
` ��� 'y�,,. -. *:_
� ,�t'�-: ._a� `-Y,r' �
.. _��' ` . �' _ua�M�Ya '. � .. .. _ _
4 ' .. ��y ` `_
=.. . �— T' � ' �
- �i "!4t a- �s f w!;��_"�' .i,�; C ' . � .. � y
- � Y /p��� ..�
. . -� _ ; ...' �, i%-Q �`� � �� -�i - . � Y ♦
� v ��( y� i
.. . : T' y.� � .�.'.—��p�y . J(�, J ' /�y
� � .. .. I' '` . �.�`y. � )w�"'1 . �P ` . � .y�L._y
• � � ' � C �a
- _ 1 � tiYl � �.��'� . . - �
. ' . �.�- .a . . �q � .�Q _. �' . . y�\ ' _.
? _ . e�- . '=�r¢.i r M1 n . � x��.-" •--
� . . �,Y+�T>'�' . .. _ iY � _ " _ � � . - . . �„- � � ��Gt �'
�� �
� . , . . :_ , ' � . ' .J.. .
,. f.� � y , t � �a .1„ �
_ , . , � s � � . i.y ��b �� �
.-. ' 'li'. � . rr r'>eG �E i: ., v �_ ,�rp. �t w � �� _ . . r A +r � � -
/ , . 1� .�.r �,;" - ���°i �y- ,� __i .: � ', i
'M `3i�"u ' xw �r . . , . . � K,, . .
'^� ��� !;� ri � - � � � +.- • - � •.- ':
� - d'}� `r , r . . > . . �, � � , ,,� � - - 7�.�•- • - •
,'�� . �. i � '�� « � : t . � . �p F .. `4 y� � . _ r 7�,.�y�. ��. �Y . i �"
� �'��'�� �`�jJf��' ^� v , r �� . '. ti. � 1� v '�� � � ,<LL>��.rtti� . ,. _,� :t
� �� • . � �' ..�
�� .-'i. �,; � �, ' . � � ..•. ht� � ` . r � �s `��. 'x` .
' _ .fy� .1.� Y� '�" � u. .
� . �/ - � -'_ haP� � ; r � � � �' 3r�+•i'�
i . -�,'� e�-t�� ' _ - ��� �a ���� ? `��"i '�� 2�' �: �y� . �.'�'.
+ ��f. l� �: . .. `: ?" . �_i � ( � — y '1 . 1�.i.�A� P�Y f
-,i, _,� i
ZO� SLOAN ROAD PHONE; (828J 524-5880
FRANKL/N, NC 28734 FAX: (828J 524-588�

WATSON CONTRACT/NG, /NC.
��_s � � ,
I� �-- .�j- • f � s z i �M " � �1�_.� ��r
������ �ti� - I�� r � .7'�-ry. +{_-:'
4 � tp � :
s -` _�„ y 7= + ,�' .
k �
'R �#4 � �
�. � �..�T4 a . c � i �-.#
:'�.� . '�-::�_'s � p�, r.�;
��t ` . = � A - ��-.
_ - ' �iY y��.` t� �i
- ' _ -� � `L��
- _ _�,+�'�:i�•'�w."��f2t'i,:`�,• 1
' ` "�' '� .
�.�� k,.i "�.._
r. ,
�vT' "� K
�` 3
��� � 4
♦ n
... � b-�� ', .. �y
_ ' � . , :-}^.��-J
. '} _ __ .. t� _. _ _ � ..
N�'l. .
~I' J � Jt �� �' . . ''. .
� -•�� ..�.I`� . " _r � -�"��uC_ • �� " . �� ..l�.� ��£ - _
f� _� . � ... �.t. p.
F- . �./� ..� � .i . y�{__ -� _ . �l_T
I �/ . _ "
_� �
>. L�
� / y � 4_a� - � ' • �' v` . , _ � !�..
-��'�L.�._.�.r'�� . .- : � = ` ' �.1 . � � � tJ �e� � �� � �v. �•���. . � ��
��y� ��`.+i' ^�.A ys j�.�_ r ZL`:� . e _` �' v:/
_ �.�}vey_,�
^ ie�
._-�.. - . . .
=r
�
/ ��3
� �'`
�a
�
. i; �. _.,,..
_. � - - � ... t .: _: .
_ ��_ - _�. . �. _ -^ . — �.
� ..��� ''�--� " "� �,.�j "�. - --
� „t 'ri � .i.- _. .�;..-`-r��'�,s�a
• .c �/-V. } .r-y . �; � _ „ •;
i x:' "D .«.. �.w. i, �'
� ,�� _ _ . .� .
pn � � y,.�� � �,�� cT � .�1i
1�'.,,e' � '�'F rP�.�� ;'� -.
_—_ _ ._"���"f"k —_ -_. - . _.a`_. . - . _
. ' YiI
� +r+c
1�
�.r
20� SLOAN ROAD PHONE: (828J 524-5880
FRANKL/N, NC 28734 FAX.• (828J 524-5889

WA TSON CONTRACT/NG, /NC,
Im;�gc #1)
��s n;"
� ..� ^
a `
-:� ' a r�d:'
" r"T 1� . R ':
. \_ � . , o'L �.
ATTACHMENT C
m-x�x; �d
,'.i �
..,
�'
��5 �x`= . �;�`m�v,.
��-.c".`t rss. �.. . ' i.. . _ ,-.�:.
- - ` � 3
� .�Cd- �w�w i._ . ! + . _. _ ''.Cf�"'
�..¢. -_ ... .�� _ -.. ' _ �'
�-Y� � _ _
I '� �'^y� -_.RiRr - _ _ .. "� . N " . - � _
I�f'�^"-"".c�Y� ' ._ ' �c�/' �� - .
� _.
L�� P! ��.t� .i:1. �Y �4:...r.� � . .
! Y d/ . ' . . .�..�.i .
. ���� i t-v �''...
Y:: 1.-. � J,> . .
.__'��'�t{�. .' _ . r..v . -.:-. . . .
:. � . . ' -- . _ . . . ``_-�' s� . �.-
. . = � t='r'bi� Z.J' {�_'r..
_. - .. �.-'-d_.. '
. _ . 'X` ' '_ . . - .:e,�.
':.�^�<:'. _"" _ . . ,� � _ �--"`-�:
�
. � �ZcB
_, . � _ �. ( � i.��
- —'� 4 � ♦ . .� L=teis`4 -.- r
- r=, r.r .:>%=e. � � �������� -
_ .� � � '' . :� c "y ���' „� y(�'�( F] "{�'��, i
__�_ �.l.- E1s_ _ _.. _ _ �_3;`_:��Y�s P\^�
20� SLOAN ROAD
FRANKL/N, NC 28734
F�
PHONE: [phone]
PAX.• (828J 524-588�

WA TSON CONTRACT/NG, /NC.
Image #2)
� 4 Y'��
�i, . r
' � .m . �
.. il ,
� _ _ o.. • +
.:f �. -'���. _ . � . C�' .
� ��iY,l'na.�- . � - , ' • .� _rJ
. .'����s+._ . . - - ..
�,
� t� � ':. • ~ "•i5.�4.,'...; - � -.-'-�
_ .._�� � ��.. : .. _ ..
� �
-. 't��r'� ° ;...%y, '_ Y4.�yti'�aY � Ci .�. i d y"P,
�i' R
iC -_•I . . � .� � � S �
�ti� ��.�
� . ..x,tAt.F � }�a���y- 4� A �
� .-a - :e
',.:w�:>, ' `�'.�'�Z �.�,a�.�-
�_ � r �-�-� ��- �.
� -�'�.
+ �': � � ,- '��y+`�T'�-i,.
. �.a. `.p . ""_-"r
� - �i� � � � � i . ���� .
. , �� �. � W� �. . `4d�,�`'t �
S.' i •-� � � �l` �' i �..�r" e.
• ^ ; ' '+'.�..v��.,;�� T �
rc,3 . ,� � ' �� '{_._ `��.r.'�i-ap.�i.. -;� �•-t
� - � .'ti T ;. `' \'� 1� ,'��`1� }- Jvery-. �' . �
.'r S �' . '� �� qt :.'�. \� -. ��^� �\'�... �, . �'�`. `h�"-1.'a�,�
. .� i '� . 4n � �'� � r T�ia - _�� . ���
:<s �. � 'C `. "� � -+ar� �� .--;` � `+� - "
� . w T H. , '. `� 1 � "tf s ... � ",a�'y� i� � * "
i. � � i� � . '�iw �� � . �i� • -4��4 ' 3 i
' T ,' � Y �\` .. a ` �..�
1 ' � . '-f � ~ �_iY_� �`��`a� * �' ti 1 < �_ �' i _.
•
20� SLOAN ROAD
FRANKL/N, NC 28734
e�� or ursi�o�sF
PHONE: (828J 524-5880
FAX: (828J 524-5881