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DWQ-DEWA Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION �,Y1RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
( i�iV.Srnt�t<
Project Name
Rain Amt (in)
Project #
Notes:
Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
Financially Responsible
Pa Permittee
County
Dw t p ►
Name of Inspector
Company
��uwtbli
Address
Completion of all land -disturbing activity, construction or development
Phone Number
Email
Address
O 7
PART 1A: Rainfall Data.
Day / Date
Rain Amt (in)
Initials
Notes:
Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
Completion of any phase of grading of slopes or fills - describe
T
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Th 3 -J -
O 7
f j
Sat (Optional)
Sun (Optional)
PART 16: Current Phase of Prolect
Phase of Grading X Comments
check the applicable box(es)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of ebsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1C: Si natures
By this signature, l certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
C1,- //407 3.--7-4
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HOW) Zones 7 Days None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed
Slopes 4:1 or flatter 14 Days 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 114 Days None, except for perimeters and HQW Zones
`For a digital copy of this form and other information, see httplHAortal,ncdenr.org/web/ir/erosion

DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
d WSa��4
Project S
M
Financially Responsible
Pa Permittee
�C�
County
VJCW SO
Name of Inspector
Gc� \ `
Company
r
Address
v
Phone Number
/
Email
Address
Sat (Optional)
PART 1A: Rainfall Data.
Day / Date
Rain Amt (in)
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
Q
T - -
O
CAA
W -
D
i
Th
v
F — 1 C.
/
C H
Sat (Optional)
Sun (Optional)
PART i B: Current Phase of Project
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
i
Clearing and grubbing of ebsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
/
Permanent ground cover sufficient to restrain erosion has been established
PART 1C: Si natures
By this signature, I certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible
j!Party
y(Permittee) or Agent (Designee) Date
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HQW) Zones 7 Das None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
TNoneexcept
rn 2:1, 14 da are allowed
Slopes 4:1 or flatter 14 Das a s for slopes reater than 50' in length
All other areas with slopes flatter than 4:1 14 Days for perimeters and HOW Zones
'For a digital copy of this form and other information, see hart -Uportal ncdenr.orq/webllr/erosion

DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Rain Amt (in)
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
Project #
T
W ► —l3~db
Financially Responsible
GLA
County
Pa Permittee
�-V\
C,)3 i A-
k SOo-
Name of Inspector
GQ.v- l
Company
©
r
(
Address
Phone Number
Email
Address
PART 1A: Rainfall Data
Day 1 Date
Rain Amt (in)
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
T
W ► —l3~db
GLA
Th
F ' �5`-�
C,)3 i A-
G
Sat (Optional)
Sun (Optional)
PART 1 B: Current Phase of Pro ect
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of ebsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1 C: Si natures
By this signature, I certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
GROUND STABILIZATION TIMEFRAMES
Site Area Descriptio Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HOW) Zones 7 Das None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed
Slopes 4:1 or flatter 14 Da s 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 114 Days None, except for perimeters and HOW Zones
'For a digital copy of this form and other information, see httg://portel.ncdenr.orgfvveblir/erosion_

LJ
DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTMTIES PER G.S. 113A-64.1
Project Name
�' ��
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
Project #
Financially Responsible
Pa Permittee)
T
County
Name of Inspector
` \
Company
®H 26Y-6 WQ-
Address
Phone Number
o�� `
Email
Address
Sat (Optional)
PART 1 Ae Rainfall rata
Day ! Date
Rain Amt (in)
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
T
W moo- to
<v2
C',
Th
F ► ��2—I�
o�� `
G ��
Sat (Optional)
Sun (Optional)
PART IR- Current Phase of Proiect
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of eAsting ground cover
Completion of any phase of grading of slopes or fibs - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1 C: Si natures
By this signature, I certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
C 1402
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HQ Zones 7 Das None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1,14 days are allowed
Slopes 4:1 or flatter 14 Das 7 daVs for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 114 Days None, except for perimeters and HOW Zones
*For a digital copy of this form and other information, see httPi//porta( ncdenr.orallweb/ir/erosion

DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTPATIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
j
Project #
Installation of perimeter erosion and sediment control measures
Financially Responsible
County
�-
Pa Permittee
Completion of any phase of grading of slopes or fills - describe
Name of Inspector
fo
Company
ai.l
Address
Phone Number
Email
Address
PART 1 Ar Rainfall data
Notes:
Day / Date Rain Amt (in) Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M 0G
T (o0 r tA
W 3 -i
Th t
F t — — 0
Sat (Optional)
Sun (Optional)
DART 1R• Currant Phaco of Prniar_t
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of e)dsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1 C: S' natures
By this signature, l certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
GROUND STABILIZATION TIMEFRAMES
Site Area Descri tion Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Das None
High Quality Water (HQW) Zones 7 Days None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed
Slopes 4:1 or flatter 14 Days 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 14 Das None, except for perimeters and HOW Zones
*For a digital copy of this form and other information, see http:[,Iportat ncdenr_org;,,Preb/ir/erosiaii

DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
��� f�
Project #
Financially Responsible
Pa Permittee
` c5�
County
1' Aso
Name of Inspector
Company
0H. p i
Address
Completion of all land -disturbing activity, construction or development
Phone Number
Email
Address
PART 1 A: Rainfall Data
Notes:
Day I Date Rain Amt (in) Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M a -
T — O G
W _ ,�
Lf . J c,
Th _ Q
F
Sat (Optional)
Sun (Optional)
PART 1B: Current Phase of Proiect
Phase of Grading X Comments
check the applicable box(es)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of epsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1 C: Signatures
By this signature, I certify in accordance with the NCG010000 permit & G.S.113A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HOW) Zones 7 Days None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1,14 days are allowed
Slopes 4:1 or flatter 1 14 Das 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 114 Days None, except for perimeters and HOW Zones
'For a digital copy of this form and other information, see http://portal.ncdenr.org;web/Ir/erosion

DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. `113A-54.1
Project Name
X
Project #
Installation of perimeter erosion and sediment control measures
Financially Responsible
Pa Permittee
t
County
5
Name of Inspector
Completion of any phase of grading of slopes or fills - describe
Company
Address
Phone Number
Completion of all land -disturbing activity, construction or development
Email
Address
PART 1 A: Rainfall Data
Notes:
Day / Date Rain Amt (in) Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
T vt
W C., 14
Th —h-16 Cz Id z j;,-14
Sat (Optional)
Sun (Optional)
PART 1B: Current Phase of Proiect
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of epsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1C: S' natures
By this signature, I certify in accordance with the NCG010000 permit & G.S. 113A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HQW) Zones 7 Das None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1,14 days are allowed
Slopes 4:1 or flatter 14 Days 7 days for slopes greater than 60' in length
All other areas with slopes flatter than 4:1 14 Days None, except for perimeters and HOW Zones
*For a digital copy of this form and other information, see httn://Portal.ncdegnrL-ogM welrflr/erosion _.

14W
DWQ-DEMLR Monitoring Foran DEMLRDWQ Foran Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project NameProject
X
#
Installation of perimeter erosion and sediment control measures
Financially Responsible
I`
County
`��
Pa Permittee
CX0
Name of Inspector
Company
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
Address
Phone Number
Email
Address
PART 1 A: Rainfall Data
Notes:
Day / Date Rain Amt (in) Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M a- - rt
T
W
Th _ d
F v2% Q G
Sat (Optional)
Sun (Optional)
PART 1B: Current Phase of Proiect
Phase of Grading
check the applicable box(es)
X
Comments
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of epsting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1C: Si natures
By this signature, I certify in accordance with the NCG010000 permit & G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
- q -I
GROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slo s 7 Days None
High Quality Water (HQW) Zones 7 Das None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed
Slopes 4:1 or flatter 14 Das 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 14 Das None, except for perimeters and HOW Zones
'For a digital copy of this form and other information, see httr'/%portal.ncdenr.orglvreb/lr/erosion

•..
DWQ-DEMLR Monitoring Form DEMLRDWQ Form Rev. 04292013
Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT
NCG010000 AND SELF4NSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
S
Project #
M
Clearing and grubbing of eiasting ground cover
`
T
C3.3 i
Financially Responsible
W Q-^
County
G
Pa
(Permittee)Oti1
F a'�a _
Name of Inspector
% VA
Company
01H,P11UV6VkR
Address
Sun (Optional)
Phone Number
Email
Address
PART 1A: Rainfall Data.
Day / Date
Rain Amt (in)
Notes:
Initials Daily Rainfall Required. Except for Holidays or
Weekends. If no rain, indicate with a "zero"
M
Clearing and grubbing of eiasting ground cover
T
C3.3 i
lel
W Q-^
R'16�►�
G
Th –c25 -1(o
Completion of all land -disturbing activity, oonstrudion or development
F a'�a _
Permanent ground cover sufficient to restrain erosion has been established
% VA
Sat (Optional)
Sun (Optional)
PART 1 B: Current Phase of Project
Phase of Grading X Comments
check the applicable box(es)
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of eiasting ground cover
Completion of any phase of grading of slopes or fills - describe
Installation of storm drainage facilities
Completion of all land -disturbing activity, oonstrudion or development
Permanent ground cover sufficient to restrain erosion has been established
PART 1C: Si natures
By this signature, l certify in accordance with the NCG010000 permit S G.S. 11 3A-54.1 that this report is
accurate and complete to the best of my knowledge.
Landowner or Financially Responsible Party (Permittee) or Agent (Designee) Date
ROUND STABILIZATION TIMEFRAMES
Site Area Description Stabilization Timeframe Exceptions
Perimeter dikes, swales and slopes 7 Days None
High Quality Water (HQW) Zones 7 Days None
Slopes Steeper than 3:1 7 Days If slopes are 10' or less in length and are not
steeper than 2:1,14 days are allowed
Slopes 4:1 or flatter 14 Das 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1 14 DaysEJ None, except for perimeters and HOW Zones
'For a digital copy of this form and other information, see http:ilportal.ncdenr.orglvreb/ir/erosion __

North Carolina Department of Environmental Quality
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 60'S, CLOUDY, LIGHT RAIN First Inspection -.NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: YES
7. Has Sedimentation Damaqe occurred since last inoections? NO
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
9. Corrective Actions Needed:
10. COMMENTS: .
Title:
Date Given/Sent: MAY 20, 2016
Permanent ground cover sufficient to restrain erosion has been established. No additional self-monitoring or
self -inspections are required. Project is released and coverage under NPDES General Stormwater Permit for
Construction Activities is terminated.
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: MAY 19, 2016 Time Arriving on Site: 8:40
cc; ROBERT. HYATT@DAVIDSO NCOUNTYNC.GOV
Revision Date 10/16/2015
Time Leaving Site: 9:00
Page 1 of 1

North Carolina Department of Environmental Quality
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 60'S, CLOUDY, SOIL DRY First Inspection:NO
3. Is site currently under Notice of Violation? YES
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: YES
7. Has Sedimentation Damage occurred since last inpections? NO
Laketnatural watercourse on the tract: Lake/natural watercourse off the tract:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
9. Corrective Actions Needed:
Title:
Other Property:
Date Given/Sent: MAR 31, 2016
10. COMMENTS:
1. Follow up inspection per contractors request to see final seeding of project. The length of the sewer line has been seeded
and mulched. Some of the silt fence that has been repaired, however, is not properly attached to the steel posts. Please have
the contractor repair the silt fence that is not secured to the posts. The seed and mulch that has been placed looks very good.
2. The site is now in compliance with the Notice of Violation from this office dated March 3 2016. Please continue to facilitate an
acceptable permanent ground cover throughout the project.
3. The project file may be closed out when a permanent ground cover has been established..
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: MAR 31, 2016 Time Arriving on Site: 12:10
cc; ROBERT. HYATT@DAVIDSO NCO UNTYNC.GOV
Revision Date 10/16/2015
Time Leaving Site: 1:00
Page 1 of 1

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Lexington, NC 27293
Domestic Mail Only
Ln
For deliLery information, visit our website atwwwwsps.com'.
QU !�Y
ru
Mail Fee "j
�Certified
o V
ru
$
.O
Extra Services & Fees (check box, add fee as appropriate) wc
td-
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Sent To City of Lexington
Attn: Robert Hyatt
aiy-,mtwt, PO Box 1067
Lexington, NC 27293

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for an electronic return receipt, see a retail
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PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Environmental
Quality
March 3, 2016
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
nem
GENERAL PERMIT - NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL 7015 0640 0005 6272 4546
RETURN RECEIPT REQUESTED
City of Lexington
Attn: Robert Hyatt
P.O. Box 1067
Lexington, NC 27293
RE: Project Name: Old Salisbury Road Sewer
Project ID: DAVID -2015-015
County: Davidson
Compliance Deadlines: 21 days from receipt for SPCA violations
21 days from receipt by certified mail for
Construction Stormwater Permit NCG 010000
violations
Dear Mr. Hyatt:
On March 3, 2016, personnel of this office inspected a project located on Old Salisbury Road,
Lexington in Davidson, County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (SPCA) of 1973 and
General Permit - NCG 010000 to Discharge Stormwater Under The National Pollutant Discharge
Elimination System for Construction Activities (Construction Stormwater Permit NCG 010000). The
inspection revealed a land -disturbing activity of approximately 2.8 acres being conducted.
Nothing Compares.
State of North Carolina I Environmental Quality
1601 Mail Service Center I Raleigh, North Carolina 276941601
919-707-8600

Notice of Violations "'
Mr. Robert Hyatt
March 3, 2016
Page 2 of 6
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The
purpose of this letter is to inform you that this activity was found to be in violation of the SPCA,
G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4 and
Construction Stormwater Permit NCG 010000. If you feel that you are not responsible for the
following violations, please notify this office immediately.
The violations of the SPCA that were found are:
1. Failure to conduct a land -disturbing activity in accordance with the approved erosion
and sedimentation control plan. G.S. 113A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on
a tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during
construction upon and development of the tract. G.S. 113A-57(3).
3. Failure to take all reasonable measures to protect all public and private property from damage
by such land -disturbing activities. 15A NCAC 4B .0105.
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to
confine visible siltation by natural or artificial means within the 25 percent of that portion of
the buffer zone nearest the land -disturbing activity. G.S. 113A-57(1).
5. Failure to install and maintain all temporary and permanent erosion and sedimentation
control measures as required by the approved plan or any provision of the SPCA, and rules
adopted thereunder, during or after the development of a site. 15 NCAC 4B .0113.
6. Failure to conduct or adequately document self -inspections . G.S. 113A -54.1(e) and 15A
NCAC 413.0131.
The violations of the Construction Stormwater Permit NCG 010000 that were
found are:
1. Failure to implement the erosion and sedimentation control plan. The Permittee must
implement and follow the erosion and sedimentation control plan. The approved erosion and
sedimentation control plan is considered a condition of Construction Stormwater Permit
NOV !2'_'0"010

Now
Notice of Violations
Mr. Robert Hyatt
March 3, 2016
Page 3 of 6
NCG 010000. NCG 010000 Section III. 3) (a)
2. Failure to meet self -inspection and reporting requirements. NCG 010000 Section II. B. 3)
a. A rain gauge shall be maintained in good working order on the site
b. A written record of the daily rainfall amounts shall be retained and all records shall
be made available upon request.
Erosion and sedimentation control measures shall be inspected to ensure that they are
operating correctly. Inspection records must be maintained for each inspection event
and for each measure. At a minimum, inspection of measures must occur at the
frequency indicated below:
i. All erosion and sedimentation control measures must be inspected by or
under the direction of the permittee at least once every seven calendar days,
ii. All erosion and sediment control measures must be inspected by or under the
direction of the permittee within 24 hours after any storm event of greater
than 0.50 inches of rain per 24 hour period.
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls
shall be inspected by observation for erosion, sedimentation and other stormwater
discharge characteristics such as clarity, floating solids, and oil sheens. Inspections of
the outfalls shall be made at least once every seven calendar days and within 24 hours
after any storm event of greater than 0.50 inches of rain per 24 hour period.
3. Failure to have approved plan and NPDES Permit on site and available for review, NCG
010000 Section III, 3)(d).
4. Failure to install and maintain BMPs and control measures, NCG 010000 Section III. 4)
The permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the
requirements of this permit.
5. Failure to operate and maintain control measures, NCG 010000 Section IV, 1)
The permittee shall at all times properly operate and maintain all control measures and
systems of treatment and control (and related appurtenances) which are installed or used by
the permittee to achieve compliance with the conditions of this general permit.
NOV tz202010

'MW
Notice of Violations
Mr. Robert Hyatt
March 3, 2016
Page 4 of 6
6. Bypass of stormwater control facilities, NCG 010000 Section IV 3)
Bypass of stormwater control facilities is prohibited except as allowed by permit conditions.
To correct these violations, you must:
1. Replace all damaged silt fence along the sewer line installation. Existing silt fence may not
be re -used since it has been damaged from excavation equipment.
2. Replace all damaged stone silt fence outlets per the approved plan. Some of the existing
stone outlets have been damaged from excavation equipment.
3. Ensure that all construction equipment is accessing the project from the approved
construction entrances. Slight sedimentation was noted on Old Salisbury Road from
equipment accessing the sewer line from non -approved areas.
4. Submit copies of all NPDES records and self-monitoring forms to this office for review.
SPCA Violations
The violations of the SPCA cited herein may be referred to the Director of the Division of Energy,
Mineral and Land Resources (Director) for appropriate enforcement action, including civil penalty
assessments for an initial one -day violation and/or a continuing violation. The penalty for an initial
one -day violation of the SPCA may be assessed in an amount not to exceed $5,000.00. The Division
of Energy, Mineral and Land Resources is not required to provide a time period for compliance
before assessing an initial penalty for the violations of the SPCA cited herein. Please be advised that
a civil penalty may be assessed for the initial day of violations of the SPCA regardless of whether the
violations are corrected within the time period set out below.
In addition, if the violations of the SPCA cited herein are not corrected within 21 calendar days of
receipt of this Notice, this office may request that the Director take appropriate legal action against
you for continuing violations pursuant to NCGS 113A-61.1 and 113A-64. A penalty may be
assessed from the date of the violation of the SPCA, pursuant to NCGS I I3A-64(a)(1), and for each
day of a continuing violation of the SPCA in an amount not to exceed $5,000.00 per day.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may be referred to
the Director of the Division of Energy, Mineral and Land Resources (Director) for appropriate
enforcement action, including civil penalty assessments for a continuing violation. This Notice
serves as a letter of proposed civil penalty assessment. You have 21 calendar days from receipt of
NOV 122a�2oio

NOW
Notice of Violations
Mr. Robert Hyatt
March 3, 2016
Page 5 of 6
this Notice by certified mail to cease the violations listed above, and to submit in writing reasons
why the civil penalty should not be assessed.
Accordingly, you are directed to respond to this letter in writing within 21 calendar days of receipt of
this Notice by certified mail. Your response should be sent to this regional office at the letterhead
address and include the following:
The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self-monitoring records from December 15, 2015, to
March 3, 2016.
3. A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
5. Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty
assessment of up to a maximum of $25,000.00 per day for each violation. Your above-mentioned
response to this correspondence, the degree and extent of harm to the environment and the duration
and gravity of the violation(s) will be considered in any civil penalty assessment process that may
occur.
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the SPCA and Construction
Stormwater Permit NCG 010000. When corrective actions are complete, you should notify this
office so that work can be inspected. You should not assume that the project is in compliance with
the SPCA and Construction Stormwater Permit NCG 010000 until we have notified you. After
installation, all erosion control measures must be maintained in proper working order until the site is
completely stabilized.
NOV 12:020t0

..►
Notice of Violations
Mr. Robert Hyatt
March 3, 2016
Page 6 of 6
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the SPCA and
Construction Stormwater Permit NCG 010000. Copies of the relevant statute and administrative
rules may be examined at this office or will be sent to you upon request. Should you have questions
concerning this notice or the requirements of the SPCA and Construction Stormwater Permit NCG
010000 please contact me at your earliest convenience.
Sincerely,
Matthew E. Gantt, P.E.
Regional Engineer
Land Quality Section
Enclosures: Sedimentation Inspection Report
cc: State Sedimentation Specialist
NOV 1220201(}

Noir h Carolina Department of Environmental QuaTy
Land Quality Section. 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293
1. PROJECT LOCATION: Old Salisbury Rd. Lexinqton NC 27292
CASE #
Pictures: YES Video: Digital: X_
Weather and Soil Conditions: 40'S, CLOUDY, SOIL MOSTLY DRY AND WORKABLE First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 46.0105
g. Inadequate buffer zone, G.S. 113A-57(1) -G.S. 113A-57(1)
j. Failure to maintain measures - 15A N.C.A.C. 413.0113
k. Failure to self -inspect - G.S. 113A -54.1(e) and 15A N.C.A.C. 46.0131
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
o. Failure to maintain a rain gauge or record daily rainfall NCG 010000 Section II. B. (3)(a -b)
p. Failure to meet self inspection and reporting requirements NCG 010000 Section II. B. 3)(c -i)
r. Failure to have approved plan and NPDES Permit on site NCG 010000 Sec. 111, 3(d)
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
u. Bypass of stormwater control facilities NCG 010000 Section IV (3)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property: YES
Description: INTO STREAM BUFFER ZONE AT STATIONS 25+00 AND 21+00
Degree of Damage: 1) SLIGHT
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: MAR 03, 2016 Time Arriving on Site: 12:15
Title:
Date Given/Sent: MAR 04, 2016
Time Leaving Site: 1:15
cc; ROBERT. [e-mail], [e-mail], [e-mail]
Revision Date 10/16/2015 Page 1 of 2

9., Corrective Actions Needed: w, ,"W
?. Replace all damaged silt fence along the sewer line installation. Existing silt fence may not be re -used since it has
been damaged from excavation equipment.
2. Replace all damaged silt fence stone outlets per the approved plan. Some of the existing stone outlets have been
damaged from excavation equipment.
3. Ensure that all construction equipment is accessing the project from the approved construction entrances. Slight
sedimentation was noted on Old Salisbury Road from equipment accessing the sewer line from non -approved areas.
4. Submit copies of all NPDES storm water records and self -inspection records to this office for review.
10. COMMENTS:
1. The site is in very poor condition at this time. Silt fence has not been properly maintained during sewer repairs. Damaged silt
fence has been replaced with improperly installed silt fence.
2. Existing ground cover that was in place form stations 9+00 to 28+00 has been destroyed by excavation equipment.
3. This project will be placed under Notice of Violation at this time. Civil penalties of up to $5,000 per day may be assessed for
each day the site remains out of compliance with the approved. plan..
Revision Date 10/16/2015 Page 2 of 2

ro
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nj
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xtra Services & Fees (check box, add fee as appropriate)
❑ Ratum Receipt (hardcopy) $
❑ Retum Receipt (electronic) $
❑ Certified Mall Restricted Delivery $
❑Adult Signature Required $
❑ Adult Signature Restricted Delivery $
u"I Sent To
Davidson County
O SFj6i ii6dAWC N Attn: Robert Hyatt
r` PO Box 1067
city-3fate; ziP+4
Lexington, NC 27293
Postmark L) i
Here
ie i -Vere (?
V& f(0 201,7

Certified Mail service provides the fallowing benefits:
■ A receipt (this poi the Certified Mail label). for an electronic retfm receipt, a,,# a retail
■ A unique identifiee1ilt.06ur mailpiece. associate for assistance. To rece�4Sa duplicate
■ Electronic verification of delivery or attempted return receipt for no adrVlional fee,$iLserd this
delivery. USPS® -postmarked Certified Mail receipttothe
■ A record of delivery (including the recipient's retail associate.
signature) that is retained by the Postal Service— - Restricted delivery service, which provides
for a specified period. delivery to the addressee specified by name, or
to the addressee's authorized a0ent
Important Reminders.
■ You may purchase Certified Mail service with
First -Class Mail®, First -Class Package ServiceO,
or Priority WHO service.
■ Certified Mail service is notavailable for
intemational mail.
■ Insurance coverage is notavailable for purchase
with Certified Mail service. However, the purchase
of Certified Mail service doesnot change the
insurance coverage automatically included with
certain Priority Mail items.
■ For an additional fee, and with a proper
endorsement on the mailpiece, you may request
the following services:
- Return receipt service, which provides a record
of delivery (including the recipient's signature).
You can request a hardcopy return receipt or an
electronic version. For a hardcopy return receipt,
complete PS Form 3811, Domestic Return
Receipt attach PS Form 3811 to your mailpiece;
Adult signature service, which requires the
signee to be at least 21 years of age (not
available at retail).
Adult signature restricted delivery service, which
requires the signee to be at least 21 years of age
and provides delivery to the addressee specified
by name, or to the addressee's authorized agent
(not available at retail).
in To ensure that your Certified Mail receipt is
accepted as legal proof of mailing, it should bear a
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Certified Mail receipt, detach the barcoded portion
of this label, affix it to the mailpiece, apply
appropriate postage, and deposit the mailpiece.
IMPORTANE Save this receipt for your records.
Ps Form 3800, Apd12015 (Reverse) PSN 7530-02-000-9047

Pat McCrory
Governor
North Carolina Department of Environmental Quality
Donald R. van der Vaart
October 12, 2015
NOTICE OF VIOLATIONS OF THE
GENERAL PERMIT - NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL 7015 0640 0005 6272 4386
RETURN RECEIPT REQUESTED
Davidson County
Attn: Robert Hyatt
P.O. Box 1067
Lexington, NC 7293
RE: Project Name: Old Salisbury Road Sewer Line
Project ID: DAVID -2015-015
County: Davidson
Compliance Deadline November 3, 2015
Dear Mr. Hyatt:
Secretary
On October 8, 2015, personnel of this office inspected a project located on Old Salisbury Road,
Lexington, Davidson County, North Carolina. This inspection was performed to determine
compliance with the General Permit - NCG 010000 to Discharge Stormwater under the National
Pollutant Discharge Elimination System for Construction Activities (Construction Stormwater
Permit NCG 010000). The inspection revealed a land -disturbing activity of approximately 2.8 acres
being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The

Notice of Violations
Robert Hyatt
October 12, 2015
Page 2 of 5
purpose of this letter is to inform you that this activity was found to be in violation of the
Construction Stormwater Permit NCG 010000. If you feel that you are not responsible for the
following violations, please notify this office immediately.
The violations of the Construction Stormwater Permit NCG 010000 that were
found are:
Failure to implement the erosion and sedimentation control plan. The Permittee must
implement and follow the erosion and sedimentation control plan. The approved erosion and
sedimentation control plan is considered a condition of Construction Stormwater Permit
NCG 010000. NCG 010000 Section III. 3) (a)
2. Failure to meet self -inspection and reporting requirements. NCG 010000 Section II. B. 3)
a. A rain gauge shall be maintained in good working order on the site.
b. A written record of the daily rainfall amounts shall be retained and all records shall
be made available upon request.
c. Erosion and sedimentation control measures shall be inspected to ensure that they are
operating correctly. Inspection records must be maintained for each inspection event
and for each measure. At a minimum, inspection of measures must occur at the
frequency indicated below:
i. All erosion and sedimentation control measures must be inspected by or
under the direction of the permittee at least once every seven calendar days,
ii. All erosion and sediment control measures must be inspected by or under the
direction of the permittee within 24 hours after any storm event of greater
than 0.50 inches of rain per 24 hour period.
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls
shall be inspected by observation for erosion, sedimentation and other stormwater
discharge characteristics such as clarity, floating solids, and oil sheens. Inspections of
the outfalls shall be made at least once every seven calendar days and within 24 hours
after any storm event of greater than 0.50 inches of rain per 24 hour period.
3. Failure to have approved plan and NPDES Permit on site and available for review, NCG
010000 Section III, 3)(d).

Notice of Violations
Robert Hyatt
October 12, 2015
Page 3 of 5
4. Failure to install and maintain BMPs and control measures, NCG 010000 Section 111. 4)
The permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the
requirements of this permit. Silt fencing, temporary stream crossings, and construction
entrances have either not been installed or maintained per the approved plan.
Failure to operate and maintain control measures, NCG 010000 Section IV, 1)
The permittee shall at all times properly operate and maintain all control measures and
systems of treatment and control (and related appurtenances) which are installed or used by
the permittee to achieve compliance with the conditions of this general permit. Silt fencing,
temporary stream crossings, and construction entrances have either not been installed or
maintained per the approved plan.
6. Bypass of stormwater control facilities, NCG 010000 Section IV 3)
Bypass of stormwater control facilities is prohibited except as allowed by permit conditions.
To correct these violations, you must:
Repair and maintain all damaged silt fence throughout the project limits as shown on the approved
plan dated April 22, 2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of
the approved plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown
on the construction detail on sheet C2 of the approved plan. Sediment continues to be tracked onto
Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road.
The approved plan does not address entering and exiting the project from these points. In addition,
construction equipment is not approved to enter and exit the project on either side of the concrete
driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2
of the approved plan and per the construction detail shown on SD2 of the approved plan. Silt fence
on the west side of the crossing has been damaged. Silt fence on the east side of the stream crossing
has not been installed. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place.

Notice of Violations
Robert Hyatt
October 12, 2015
Page 4 of 5
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the
construction detail shown on sheet SD2 of the approved plan. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place. No
apparent effort has been made to install the stone dams per the construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown
at station 30+87 on sheet C3 of the approved plan.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may be referred to
the Director of the Division of Energy, Mineral and Land Resources (Director) for appropriate
enforcement action, including civil penalty assessments for a continuing violation. This Notice
serves as a letter of proposed civil penalty assessment. You have (up to 20) calendar days from
receipt of this letter to cease the violations listed above, and to submit in writing reasons why the
civil penalty should not be assessed.
Accordingly, you are directed to respond to this letter in writing within 10 calendar days of receipt of
this Notice. Your response should be sent to this regional office at the letterhead address and include
the following:
1. The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self-monitoring records from September 3, 2015 to
October 8, 2015.
A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
5. Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty
assessment of up to a maximum of $25,000.00 per day for each violation. Your above-mentioned
response to this correspondence, the degree and extent of harm to the environment and the duration
and gravity of the violation(s) will be considered in any civil penalty assessment process that may
occur.

Notice of Violations
Robert Hyatt
October 12, 2015
Page 5 of 5
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the SPCA and Construction
Stormwater Permit NCG 010000. When corrective actions are complete, you should notify this
office so that work can be inspected. You should not assume that the project is in compliance with
the SPCA and Construction Stormwater Permit NCG 010000 until we have notified you. After
installation, all erosion control measures must be maintained in proper working order until the site is
completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the SPCA and
Construction Stormwater Permit NCG 010000. Copies of the relevant statute and administrative
rules may be examined at this office or will be sent to you upon request. Should you have questions
concerning this notice or the requirements of the SPCA and Construction Stormwater Permit NCG
010000 please contact me at your earliest convenience.
Sincerely,
Matthew E. Gantt, P.E.
Land Quality Section
Enclosures: Sedimentation Inspection Report
cc: State Sedimentation Specialist
Regional Water Quality Supervisor

North Catarina Department of Environment and Naturallresources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 60'S, CLEAR, SOIL WET First Inspection: NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 48.0105
g Inadequate buffer zone, -G—S."'1-1 3A-57(1) -G.S. 113A 57(1)
j. Failure to maintain measures - 15A N.C.A.C. 4B.0113
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property: YES
Description: INTO STREAMS AT STATIONS 17+50 AND 27+75. TRACKED ON TO PARK DRIVE AND OLD SALISBURY
ROAD.
Degree of Damage: 2) MODERATE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: OCT 09, 2015
Report By: Matthew E. Gantt, PE
Date of Inspection: OCT 08, 2015
Others Present:
Time Arriving on Site: 9:30
Time Leaving Site: 10:45
cc; ROBERT. [e-mail], [e-mail], WOODS [e-mail]
Revision Date 09/09/2013 Page 1 of 2

9. Corrective Actions Needed: N./ `
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved
plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on the construction detail on sheet
C2 of the approved plan. Sediment continues to be tracked onto Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road. The approved plan
does not address entering and exiting the project from these points. In addition, construction equipment is not approved
to enter and exit the project on either side of the concrete driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2 of the approved
plan and per the construction detail shown on SD2 of the approved plan. Silt fence on the west side of the crossing has
been damaged. Silt fence on the east side of the stream crossing has not been installed. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the construction detail
shown on sheet SD2 of the approved plan. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place. No apparent effort has been made to install the stone dams per the
construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at station 30+87
on sheet C3 of the approved plan.
10. COMMENTS:
1. This inspection is in follow up to the last inspection performed on September 3, 2015. It does not appear that any effort has
been made to bring the site into compliance since the last inspection date. All corrective actions noted above must be taken
immediately to bring the site into compliance
2 Approved stream crossings have not been installed per the approved plan. In addition silt fence maintenance continues to
be ignored. Equipment entering and exiting the project must cease to prevent further sediment loss on to Old Salisbury Road..
Re -Inspection Due to Non -Compliant Sedimentation Inspection.
Revision Date 09/09/2013 Page 2 of 2

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'-WW
Gantt, Matt
From: Rodgers, Ashley
Sent: Friday, March 04, 2016 2:22 PM
To: Hayes, Sam M; Norton, Andrew
Cc: Davis, Tracy; Vinson, Toby; Payne, John ([e-mail]); Gantt, Matt
Subject: Civil Penalty Assessment - Davidson County (LQS 16-002)
Attachments: LQS 16-002.pdf
Sam and Andrew,
Please see attached an initial one -day civil penalty assessed against Davidson County for violations of the Sedimentation
Pollution Control Act at their Old Salisbury Road Sewer project in Lexington, NC. The violations were discovered during
the October 8, 2015 inspection and included: Failure to follow the approved plan; Insufficient measures to retain
sediment on site; Failure to take all reasonable measures; Inadequate buffer zone, and Failure to maintain measures. A
previous inspection on September 2, 2015 also found the site to be out of compliance, and little to no efforts were made
to bring the site into compliance before the October 8, 2015 inspection.
There was moderate sedimentation damage to an unnamed tributary to North Potts Creek at two locations, and sediment
was also tracked onto two adjacent roads.
The total penalty assessed was $3,085.00.
As always, please let me know if you have any questions or need any additional information.
Thanks,
Ashley Rodgers, PE
State Sedimentation Specialist
NCDEQ- Division of Energy, Mineral, and Land Resources
[phone] Main Office
ash ley,[e-mail]
1612 Mail Service Center
Raleigh, NC 27699-1612
'Nothing Compares
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Environmental
Quality
March 3, 2016
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7009 0080 0000 9765 1907
Davidson County
Attn: Robert Hyatt
PO Box 1067
Lexington, NC 27293
PAT MCCRORY
Govemor
DONALD R. VAN DER VAART
Secretary
Re: Civil Penalty Assessment for Violations of the Sedimentation Pollution Control Act of
1973, N.C. General Statute 113A-50 et sec..
Davidson County
LQS 16-002
Dear Mr. Hyatt:
Pursuant to North Carolina Administrative Code 15A 4A.0001 et�M. and the above -referenced
Act, this letter is notice of a civil penalty assessed by the Department of Environmental Quality
(DEQ), formerly Department of Environment and Natural Resources. The civil penalty
assessment document is attached.
Within thirty (30) days from the date of receipt of this letter, you must do one of the following:
(1) Pay the civil penalty assessment; or
(2) File a written petition for a contested case hearing in the Office of Administrative
Hearings (OAH).
Alternatively, if you choose to stipulate to the facts on which this assessment was based, but
wish to request remission of the civil penalty, then within sixty (60) days from the date of receipt
of this letter, you must do the following:
(1) File a written request for a remission of the civil penalty.
<5---�'Nothing Compares ',_--
State of North Carotina I EnvironmentalQuality
1601 Mail Service. Center I Raleigh, North Carolina 27699- 1601
919-707-8600

CERTIFIED MAIL
Davidson County
Page 2
March 3, 2016
Pursuant to N.C. General Statute 150B-22, informal settlement negotiations may be initiated at
any time. To negotiate a settlement of this assessment, please contact John A. Payne, Assistant
Attorney General, who may be reached by telephone at [phone]. Settlement offers do not
extend the 30 -day deadline for payment or filing of a contested case petition, nor the 60 day
deadline for request for remission.
Additional information about your options is provided below.
PAYMENT
To pay the penalty, send your payment by check or money order made payable to the North
Carolina Department of Environmental Quality (or DEQ) to John A. Payne, Assistant Attorney
General, North Carolina Department of Justice, Environmental Division, 9001 Mail Service
Center, Raleigh, North Carolina 27699-9001. The Attorney General's Office will represent
DEQ in the resolution of this civil penalty assessment.
APPEAL
If you file a contested case petition, it must be in writing and in the form prescribed by N.C.
General Statutes 150B-23. File the original petition and one copy with:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6714
Any questions about filing a petition may be directed to the Clerk of OAH by telephoning (919)
431-3000.
You must serve DEQ by mailing a copy of the petition to:
Mr. Sam M. Hayes
Registered Agent and General Counsel
1601 Mail Service Center
Raleigh, North Carolina 27699-1601

CERTIFIED MAIL
Davidson County
Page 3
March 3, 2016
REMISSION
A request for remission is limited to consideration of the six factors listed below and is not the
proper procedure for contesting the accuracy of any of the statements contained in the
assessment document.
Because a remission request forecloses the option of an administrative hearing, such a request
will not proceed without a waiver of your right to an administrative hearing and a stipulation that
there are no factual or legal issues in dispute.
You must execute and return to this office the attached "Waiver of Right to an Administrative
Hearing and Stipulation of Facts" and the attached "Justification of Remission Request" which
should provide additional information on the following factors which shall be considered in
determining whether a civil penalty remission request will be approved:
1) Whether one or more of the civil penalty assessment factors in G. S. I I3A-64(a)(3) were
wrongly applied to the detriment of the petitioner.
2) Whether the petitioner promptly abated continuing environmental damage resulting from the
violation.
3) Whether the violation was inadvertent or a result of an accident.
4) Whether the petitioner had been assessed civil penalties for any previous violations.
5) Whether the payment of the civil penalty will prevent payment for necessary remedial
actions or would otherwise create a significant financial hardship.
6) The assessed property tax valuation of the petitioner's property upon which the
violation occurred, excluding the value of any structures located on the property.
You have the burden of providing information concerning the financial impact of a civil penalty and
the burden of showing any financial hardship.
If you file a request for remission of the civil penalties, you must submit the required information
within 60 days of receipt of this notice. Submit this information to the attention of:
If sending by First Class Mail via
the US Postal Service:
Tracy E. Davis, Director
DEMLR — Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699-1612
If sending via delivery service
(e.g. UPS, FedEx):
Tracy E. Davis, Director
DEMLR — Land Quality Section
512 N. Salisbury Street
Raleigh, NC 27604
Payment of this penalty will not foreclose further enforcement action against you for any new
violation. If the violations which resulted in this penalty assessment are continuing in nature,
DEQ reserves the right to assess additional civil penalties in the future, or take other
enforcement action against you.

CERTIFIED MAIL
Davidson County
Page 4
March 3, 2016
Please also be aware that because you have never previously been assessed a civil penalty for
violations of the Sedimentation Pollution Control Act, should you abate continuing
environmental damage resulting from these violations within 180 days of the date of the Notice
of Violations (no later than April 11, 2016), then the maximum cumulative civil penalty assessed
against you for these violations cannot exceed $25,000.00.
Your attention to this matter is appreciated.
Yfliam
Vinsin,r., .E./,CPESC, C
Chief
Land Quality Section
cc: Ashley L, Rodgers, PE, State Sedimentation Specialist
John A. Payne, Assistant Attorney General

STATE OF NORTH CAROLINA
COUNTY OF DAVIDSON
IN THE MATTER OF:
DAVIDSON COUNTY
FOR VIOLATIONS OF: )
THE SEDIMENTATION POLLUTION )
CONTROL ACT OF 1973 )
DEPARTMENT OF
ENVIRONMENTAL QUALITY
LQS 16-002
CIVIL PENALTY ASSESSMENT
Acting pursuant to North Carolina General Statutes (N.C.G.S.) 113A -64(a) and North
Carolina Sedimentation Control Commission (Commission) Rule Title 15A North Carolina
Administrative Code (NCAC) 04C .0103, and delegated to me by the Director, Division of
Energy, Mineral, and Land Resources, I, William E. Vinson, Jr., P.E., CPESC, CPM, Chief,
Land Quality Section, make the following:
I. FINDINGS OF FACT
A. The subject property is located off Old Salisbury Road, Lexington, in Davidson
County, North Carolina. The project is known as Old Salisbury Road Sewer.
B. The owners of record are the City of Lexington, a municipality within the State of
North Carolina, and the NC Department of Transportation, an agency of the State of North
Carolina.
C. On February 23, 2015, Robert Hyatt as Manager signed a Financial
Responsibility/Ownership form, stating, under oath, that Davidson County was financially
responsible for the land disturbance.
D. An erosion control plan (hereinafter "Plan") for the project was received on
March 12, 2015 and was approved on March 23, 2015.
E. On October 8, 2015, a duly authorized representative of the Land Quality Section
(hereinafter "LQS"), North Carolina Department of Environmental Quality, formerly Department
of Environment and Natural Resources, (hereinafter "DEQ"), inspected the subject property and
determined that a land -disturbing activity had occurred on the site in violation of the
Sedimentation Pollution Control Act (hereinafter "SPCA") of 1973 (G.S. 113A-50, et seq.).

F. The land -disturbing activity was conducted for a utility project and covered
approximately 2.8 acres.
G. On October 14, 2015, the LQS Regional Engineer sent a Notice of Violation
(hereinafter "Notice") to Davidson County, which was hand delivered by staff of the Winston-
Salem Regional Office on that same date, and which cited violations of the SPCA. A copy of the
Notice is attached hereto and incorporated herein by reference. The Notice required that the
corrective measures stated therein be completed within 20 days of receipt of the Notice or by
November 3, 2015, whichever term is longer.
2015.
H. Sedimentation damage was noted during the inspection conducted on October 8,
Il. CONCLUSIONS OF LAW
A. An initial civil penalty may be assessed against Davidson County pursuant to
North Carolina General Statute I I3A-64(a) for the violations committed on the subject property.
B. On October 8, 2015, violations of one or more of the requirements of the SPCA or
the rules adopted thereunder existed on the subject property as follows:
1. N.C.G.S. 113A-57(5) was violated for failure to conduct a land -disturbing
activity in accordance with the approved erosion and sedimentation control plan.
2. N.C.G.S. 113A-57(3) was violated for failure when land -disturbing
activity that will disturb more than one acre is undertaken on a tract, to install
such sedimentation and erosion control devices and practices as are sufficient to
retain sediment generated by land -disturbing activity within the boundaries of the
tract during construction.
3. 15A NCAC 04B .0105 was violated for failure to take all reasonable
measures to protect all public and private property from damage caused by land -
disturbing activity.
4. N.C.G.S. 113A-57(1) was violated for failure to provide in proximity to a
lake or natural watercourse, a buffer zone as defined in 15A NCAC 04A .0105(4).
5. 15A NCAC 04B .0113 was violated for failure to install and maintain all
temporary and permanent erosion and sedimentation control measures as required
by the approved plan or any provision of the SPCA or rules adopted thereunder.

III. DECISIONS
A. Pursuant to N.C.G.S. 113A -64(a) and 15A NCAC 04C .0103, and the authority
delegated to me by the Director, Division of Energy, Mineral, and Land Resources, I, William E.
Vinson, Jr., P.E., CPESC, CPM, Chief, Land Quality Section, do hereby assess a civil penalty
against Davidson County in the amount of 3,085.00 for the initial violations as cited in the
Notice.
B. In determining the amount of this penalty, I have considered the criteria in 15A
NCAC 04C .0106 and N.C.G.S. 113A -64(a)(3).
C. I hereby put Davidson County on notice that I reserve the right to initiate further
enforcement action for any violations occurring after October 8, 2015.
March 3. 2016
Date VKIAmlr Vinson, Jr., P.E., CPESC M, Chief
Division of Energy, Mineral, and L d Resources
Land Quality Section

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Davidson County
Attn: Robert Hyatt
PO Box 1067
Lexington, NC 27293
Donald R. van der Vaart
Secretary
October 14, 2015
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
RE: Project Name. Old Salisbury Road Sewer Line
Project ID: DAVID -2015-015
County: Davidson
Compliance Deadline: November 3, 2015
or 20 days from receipt
Dear Mr. Hyatt:
On October 8, 2015, personnel of this office inspected a project located on Old Salisbury Road,
Lexington in Davidson County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (Act) of 1973. The
inspection revealed a land -disturbing activity of approximately 2.8 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in violation of
the Act, G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4. If
you feel that you are not responsible for the following violations, please notify this office
immediately.
Winston-Salem Reglonal Office
450 West Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105 Phone: [phone] / Fax: [phone]

Notice of Violations
Project: Old Salisbury Road Sewer Line
October 14, 2015
Page 2 of 4
The violations that were found are:
I. Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. I I3A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on a
tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during construction
upon and development of the tract. G.S. 113A-57(3).
3. Failure to take all reasonable measures to protect all public and private property from damage by
such land -disturbing activities. 15A NCAC 4B .0105.
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to confine
visible siltation by natural or artificial means within the 25 percent of that portion of the buffer
zone nearest the land -disturbing activity. G.S. I I3A-57(l).
5. Failure to install and maintain all temporary and permanent erosion and sedimentation control
measures as required by the approved plan or any provision of the Act, and rules adopted
thereunder, during or after the development of a site. 15 NCAC 4B .0113.
To correct these violations, you must:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved
plan dated April 22, 2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of
the approved plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on
the construction detail on sheet C2 of the approved plan. Sediment continues to be tracked onto Park
Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road.
The approved plan does not address entering and exiting the project from these points. In addition,
construction equipment is not approved to enter and exit the project on either side of the concrete
driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2
of the approved plan and per the construction detail shown on SD2 of the approved plan. Silt fence on
the west side of the crossing has been damaged. Silt fence on the east side of the stream crossing has not
been installed. Construction equipment is not permitted to cross the stream at this point without the
approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the
construction detail shown on sheet SD2 of the approved plan. Construction equipment is not permitted
to cross the stream at this point without the approved stream crossing in place. No apparent effort has
been made to install the stone dams per the construction detail.
6. Install the constriction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at
station 30+87 on sheet C3 of the approved plan.

Notice of Violations
Project: Old Salisbury Road Sewer Line
October 14, 2015
Page 3 of 4
The violations cited herein may be referred to the Director of the Division of Land Resources (Tracy
E. Davis, PE, CPM) for appropriate enforcement action, including civil penalty assessments for an
initial one -day violation and/or a continuing violation. The penalty for an initial one -day violation
may be assessed in an amount not to exceed $5,000.00. The Division of Land Resources is not
required to provide a time period for compliance before assessing an initial penalty for the violations
cited herein. Please be advised that a civil penalty may be assessed for the initial day of violations
regardless of whether the violations are corrected within the time period set out below.
In addition, if the violations cited herein are not corrected within 10 days of receipt of this notice or
before November 3, 2015, whichever term is longer, this office may request that the Director take
appropriate legal action against you for continuing violations pursuant to NCGS 113A-61.1 and
113A-64. A penalty maybe assessed from the date of the violation, pursuant to NCGS
13A -64(a)(1), and for each day of the continuing violation in an amount not to exceed $5,000.00 per
day.
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the Act. When corrective actions
are complete, you should notify this office so that work can be inspected. You should not assume
that the property is in compliance with the Act until we have notified you. After installation, all
erosion control measures must be maintained in proper working order until the site is completely
stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of
the relevant statute and administrative rules may be examined at this office or will be sent to you
upon request. Should you have questions concerning this notice or the requirements of the Act
please contact me at your earliest convenience.
Sincerely,
Matthew E. Gantt, PE
Regional Engineer
Land Quality Section
Enclosures: Sedimentation Inspection Report

North Carolina Department of Environment and Natural Resources
Land Quality Section: 450 West Hanes Mil/ Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-016
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 6VS, CLEAR, SOIL WET First Inspectlon:NO
3. Is site currently under Notice of Violation? NO
4. Is the site In compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 48.0105
g. Inadequate buffer zone, G.S. 113A-57(1) - G.S. 113A-57(1)
j. Failure to maintain measures - 15A N.C.A.C. 413.0113
6. Is the site in compliance with NPDES Permit NCG 0100007: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property: YES
Description: INTO STREAMS AT STATIONS 17+50 AND 27+75. TRACKED ON TO PARK DRIVE AND OLD SALISBURY
ROAD.
Degree of Damage: 2) MODERATE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: OCT 09, 2015
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: OCT 08, 2015 Time Arriving on Site: 9:30 Time Leaving Site: 10:45
cc; ROBERT HYATT@DAVIDSONCOUNTYNC GOV [e-mail], [e-mail]
Revision Date 0910912013 Page 1 of 2

9. Corrective Actions Needed:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved
plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on the construction detail on sheet
C2 of the approved plan. Sediment continues to be tracked onto Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road. The approved plan
does not address entering and exiting the project from these points. In addition, construction equipment is not approved
to enter and exit the project on either side of the concrete driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2 of the approved
plan and per the construction detail shown on SD2 of the approved plan. Silt fence on the west side of the crossing has
been damaged. Silt fence on the east side of the stream crossing has not been installed. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the construction detail
shown on sheet SD2 of the approved plan. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place. No apparent effort has been made to install the stone dams per the
construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at station 30+87
on sheet C3 of the approved plan.
10. COMMENTS:
the
2.
to
Revision Date 09109/2013 Page 2 of

JUSTIFICATION FOR REMISSION REQUEST
DEMLR Case Number: LQS 16-002 County: Davidson
Assessed Party: Davidson County
Project No. (If applicable): DAVID -2015-015 Amount Assessed: $3,085.00
Please use this form when requesting remission of this civil penalty. You must also complete the "Waiver o
Right to an Administrative Hearing and Stipulation of Facts" form to request remission of this civil penalty.
You should attach any documents that you believe support your request and are necessary for the Commission
to consider in evaluating your request for remission. Please be aware that a request for remission is limited to
consideration of the factors listed below. Requesting remission is not the proper procedure for contesting
whether the violation(s) occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Pursuant to N.C.G.S. § 113A -64.2(b), the following factors shall be considered in
determining whether a civil penalty remission request will be approved. Please check each factor that you
believe applies to your case and provide a detailed explanation, including copies of supporting documents, as to
why the factor applies (attach additional pages as needed).
(a) Whether one or more of the civil penalty assessment factors in N.C.G.S. 113A -64(a)(3) were
wrongfully applied to the detriment of the petitioner (please refer to the "Assessment Factors"
summary attached);
(b) Whether the petitioner promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future
occurrences);
(c) Whether the violation was inadvertent or a result of an accident (i.e., explain why the violation was
unavoidable or something you could not prevent or prepare for);
(d) Whether the petitioner had not been assessed civil penalties for any previous violations,
(e) Whether payment of the civil penalty will prevent payment for the remaining necessary remedial
actions or would otherwise create a significant financial hardship (i.e., explain how payment of the
civil penalty will prevent you from performing the activities necessary to achieve compliance);
(f) the assessed property tax valuation of the petitioner's property upon which the violation occurred,
excluding the value of any structures located on the property -
Please note that you have the burden of providing information concerning the financial impact of a
civil penalty and the burden of showing any financial hardship.
EXPLANATION (attach additional pages as necessgor).

STATE OF NORTH CAROLINA
COUNTY OF DAVIDSON
SEDIMENTATION
CONTROL COMMISSION
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
DAVIDSON COUNTY ) STIPULATION OF FACTS
CASE NO. LQS 16-002
Having been assessed civil penalties totaling $3,085.00 for violation(s) as set forth in the assessment
document of the Director of the Division of Energy, Mineral and Land Resources dated March 3, 2016, the
undersigned, desiring to seek remission of the civil penalties, does hereby waive the right to an administrative
hearing in the above -stated matter and does stipulate that the facts are as alleged in the assessment document.
The undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the Director of the Division of Energy, Mineral and Land Resources within sixty
(60) calendar days of receipt of the civil penalty assessment. No new evidence in support of a remission request
will be allowed after sixty (60) calendar days from the receipt of the civil penalty assessment.
This the day of .20
NAME (printed)
SIGNATURE
ADDRESS
TELEPHONE

NORTH CAROLINA DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
Violator: Davidson County
Project Name: Old Salisbury Road Sewer Line
County: Davidson Case Number: LOS 16-002
Project Number: DAVID -2015-015
ASSESSMENT FACTORS
G.S. 113A -64(a)(3) - Civil Penalty Assessment Factors
1) The degree and extent of harm caused by the violation;
Moderate sedimentation damage was noted to an unnamed tributary to North Potts Creek, which drains
to the Yadkin River within High Rock Lake.
2) The cost of rectifying the damage;
Not assessed.
3) The amount of money saved by noncompliance;
Not assessed. The amount of money saved by noncompliance includes: proper installation of stream
crossings, installation of silt fence, and construction entrances.
4) Whether the violation was committed willfully or intentionally;
Not assessed. Davidson County does have knowledge of the SPCA, and has submitted previous erosion
and sedimentation control plans. However, the County has no previous history of civil penalty
assessments under the SPCA.
5) The prior record of the violator in complying or failing to comply with this Article, or any
ordinance, rule, or order adopted or issued pursuant to this Article by the Commission or by a
local government; and
Not assessed. Davidson County does have knowledge of the SPCA, and has submitted previous erosion
and sedimentation control plans. However, the County has no previous history of civil penalty
assessments under the SPCA.
15A NCAC 04C .0106 — Civil Penalty Assessment Criteria
6) Type(s) of Violation
The following violations were found: failure to follow the approved plan, insufficient measures to retain
sediment onsite, failure to take all reasonable measures, inadequate buffer zone, and failure to install and
maintain measures.
7) The severity of the violation(s), degree and extent of the harm, duration, cause, and extent of any
off-site damage which may have resulted from the violation(s);
Moderate sedimentation damage was observed to an unnamed tributary to North Potts Creek, which
drains to the Yadkin River within High Rock Lake. There was erosion or soil material from stream
crossings where approved methods of crossing the stream had not been implemented.

8) The effectiveness of action taken by the violator;
Actions taken after the NOV compliance deadline had mixed results: Stream crossings were installed
and offsite sedimentation was halted; however, silt fence and construction entrances still needed to be
correctly installed. Disturbed areas along the sewer outfall had been seeded and mulched with
groundcover beginning to emerge. As of December 15, 2015 the site is now in compliance.
9) The adherence to the plan submitted by the violator;
The approved plan had not been properly implemented, including (but not limited to) the installation of
stream crossings, silt fence, and construction entrances; no revised plan was required. Refer to the
October 8, 2015 inspection report for specific corrective actions.
10) The effectiveness of the plan submitted by the violator;
The approved plan had not been properly implemented; no revised plan was required. See item no. 9,
above.
11) The cost of rectifying any damage;
Not assessed.
12) The violator's previous record in complying with rules of the Commission;
Not assessed. Davidson County does have knowledge of the SPCA, and has submitted previous erosion
and sedimentation control plans. However, the County has no previous history of civil penalty
assessments under the SPCA.
13)
14)
The estimated cost of installing and/or maintaining corrective sediment control measures; and
Not assessed.
The cost of staff investigations.
It was determined that there have been at
-3/3/Z&
ate
8 hours of investigative costs to the State.
Land Quality Section Chief
Division of Energy, Mineral and Land Resources

Gantt, Matt
From: Gantt, Matt
Sent: Friday, March 04, 2016 1:42 PM
To: [e-mail]'
Cc: Rodgers, Ashley; Pageau, Karyn; Vinson, Toby ([e-mail]); Payne, John
(J PAYN E@ ncdoj.g ov)
Subject: Notice of Violation - Old Salisbury Road Sewer
Attachments: Old Salisbury Road Sewer NOV.pdf; 20160303_125338 jpg; 20160303_125343jpg;
20160303_125356jpg;20160303_125631jpg;20160303_125728jpg;20160303_
125814.jpg; 20160303_130152jpg; 20160303_130158.jpg; 20160303_130303.jpg;
20160303_130328jpg;20160303_130736.jpg;20160303_131113jpg
Mr. Hyatt,
Attached you will find a Notice of Violation for the Old Salisbury Road Sewer project in Davidson County. The deadline for
compliance on this project is 21 days from receipt of the Notice via Certified Mail. Failure to comply with the Notice may
result in the assessment of a civil penalty of up to $5,000 or $25,000 per day for each day the project remains out of
compliance with the Sediment Act and the NPDES Construction Storm Water permit. Please contact me at 336-776-9654
or at [e-mail] with any questions you may have regarding this Notice.
Sincerely,
/kauAea c!. tgwou,'p.e—.
Regional Engineer
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
336-776-9800 office
336-776-9654 mobile/direct
[e-mail]
450 West Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
7-^ othing Compares .- ...:a,.
Erymii correspor-idence to and from this address is subject to the
North Carolina 1✓ublic Records Law and may be disclosed to third parties.

•i ZT1191 i • •' IT,• '•'
North Carolina Department of Environmental Quality
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 40'S, CLOUDY, SOIL MOSTLY DRY AND WORKABLE First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
..,... _ r..... ,.,._......._.....__.... .... _ ...............__ _...._,....... _. _ _..,,_,.,...,....w_......_.._ __......_._., _ _.,,..._,.._,_
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 46.0105
g. Inadequate buffer zone, G.S. 113A-57(1) - G.S. 113A-57(1)
_..._.___ .....v____.__........ ,. _.__ . __ .__..._ _ ........
j. Failure to maintain measures - 15A N.C.A.C. 46.0113
k. Failure to self -inspect - G.S. 113A -54.1(e) and 15A N.C.A.C. 4B.0131
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
o. Failure to maintain a rain gauge or record daily rainfall NCG 010000 Section II. B. (3)(a -b)
__1111_ . _ _._...._._..1111.__ .._....____,..__._._,_._m__...._ _.
p. Failure to meet self inspection and reporting requirements NCG 010000 Section II. B. 3)(c -i)
._........... m,,
r. Failure to have approved plan and NPDES Permit on site NCG 010000 Sec. Ill, 3(d)
....�.___._._�.w..__.._..__...._�___...�...
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
_1111._ . _.._.,.._._....._._. 1111_
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
-------- - - ._ ...._ ...... _ ........ _11.._.... ...
u. Bypass of stormwater control facilities NCG 010000 Section IV (3)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property: YES
Description: INTO STREAM BUFFER ZONE AT STATIONS 25+00 AND 21+00
Degree of Damage: 1) SLIGHT
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: MAR 04, 2016
Report By:
Matthew E. Gantt, PE
Date of Inspection: MAR 03, 2016
Others Present:
Time Arriving on Site: 12:15
Time Leaving Site: 1:15
cc; ROBERT. [e-mail], [e-mail], [e-mail]
Revision Date 10/16/2015 Page 1 of 2

9. Corrective Actions Needed: `M" 'W'
1. Replace all damaged silt fence along the sewer line installation. Existing silt fence may not be re -used since it has
been damaged from excavation equipment.
2. Replace all damaged silt fence stone outlets per the approved plan. Some of the existing stone outlets have been
damaged from excavation equipment.
3. Ensure that all construction equipment is accessing the project from the approved construction entrances. Slight
sedimentation was noted on Old Salisbury Road from equipment accessing the sewer line from non -approved areas.
4. Submit copies of all NPDES storm water records and self -inspection records to this office for review
10. COMMENTS:
1. The site is in very poor condition at this time. Silt fence has not been properly maintained during sewer repairs. Damaged silt
fence has been replaced with improperly installed silt fence.
2. Existing ground cover that was in place form stations 9+00 to 28+00 has been destroyed by excavation equipment.
3. _This project will be placed under Notice of Violation at this time. Civil penalties of up to $5,000 per day may be assessed for
each day the site remains out of compliance with the approved plan..
Revision Date 10/16/2015 Page 2 of 2

• •• ' �
• •Z 1 z4gael
North Carolina Department of Environmental Quality
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexinaton NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 70'S, CLEAR, SOIL WET First Inspection:NO
3. Is site currently under Notice of Violation? YES
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: YES
7. Has Sedimentation Damaqe occurred since last inoections? NO
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: DEC 16, 2015
9. Corrective Actions Needed:
10. COMMENTS:
1. Site is in compliance at this time. Vegetation along the outfall has germinated very well since the last inspection conducted on
October 8, 2015. Some silt fence has fallen off of the steel posts but vegetation in these areas is doing quite well.
2. Please have the new contractor for this lob reattach the silt fence to the posts before repair work on the sewer line
commences next month..
Report By: Matthew E. Gantt, PE
Others Present:
Date of Inspection: DEC 15, 2015 Time Arriving on Site: 11:50
Time Leaving Site: 12:20
cc; ROBERT. [e-mail], [e-mail]
Revision Date 10/16/2015 Page 1 of 1

SEW +..r
Hannah Sheridan
Loughridge & Cochran, LLP
ATTORNEYS AT LAW
November 12, 2015
VIA US MAIL
North Carolina Department of Environmental Quality
Attn: Jamie Kritzer
Public Information Officer
1601 Mail Service Center
Raleigh, NC 27603-1601
RE: BBUDC, Inc. \ Davidson County
FN: 13139.150451
Project: Old Salisbury Road Sewer Line
Project ID: DAVID -2015-015
County: Davidson
To Whom It May Concern:
RECEIVED
N.C. Dept. of ENR
NOV 16 2015
WINSTON-SALEM
REGIONAL OFFICE
North Carolina Department of Environmental Quality
Attn: Matt Gantt
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
This law firm has been retained by BBUDC, Inc. (hereinafter known as "Claimant") in regard to a claim
for non-payment of labor and materials provided by Claimant for the construction\improvement of the Old
Salisbury Road Sewer Line (hereinafter known as the "Project") in Davidson County, North Carolina. To
that end, we are writing pursuant to N.C.G.S. § 132-1, et al., and requesting an opportunity to inspect and
obtain copies of the North Carolina Department of Environmental Quality's public records related to the
Project and any related notices of violation. Specifically, but not necessarily limited to: DAVID -2015-015.
We would like to schedule a review of the requested documents as soon as possible and are willing to pay
reasonable fees affiliated with the Public Record Request, if any. In the event there are any fees for
searching or copying these records, please inform this office if the cost will exceed Two Hundred and
00/100 Dollars ($200.00). Please contact me (by telephone or e-mail) to discuss any questions regarding
this request, the affiliated costs, and to schedule a mutually convenient time to review the documents.
If this request is denied, in whole or in part, please cite each specific exemption you feel justifies the refusal
to release the information.
We look forward to your prompt response to this Public Record Request. Thank you in advance for your
time and attention to this matter.
TF: 112215
cc: Isaac Woods (via e-mail)
Curtis Brookbank (via e-mail)
Chuck Frye (via e-mail)
P.O. BOX 2395 Raleigh, North Carolina 27602 919-859-6840 www.hslc-law.com

V4W Now
Gantt, Matt
From: Gantt, Matt
Sent: Thursday, November 12, 2015 7:14 AM
To: 'Isaac'
Cc: Vinson, Toby; [e-mail]; Rodgers, Ashley, Pageau, Karyn
Subject: RE: Denial Access Erosion Control file -Davidson County
Isaac,
As I told you on the phone on Tuesday, November 10th, you already have electronic copies of the entire case file. The
only thing you do not have is the approved sediment and erosion control plan. Since you are the former contractor on
the Old Salisbury Road project, you should have a copy of that plan in your records. With that being said, I will have the
entire case file, which you already have, available for your review tomorrow afternoon at 2:00 pm. I will also have the CD
with the pictures of the site ready for you as well.
Regards-
----- Original
egards-
-----Original Message -----
From: Isaac [mailto:[e-mail]]
Sent: Wednesday, November 11, 2015 7:43 AM
To: Gantt, Matt <[e-mail]>
Cc: Vinson, Toby <[e-mail]>; [e-mail]; Rodgers, Ashley <ashley. [e-mail]>;
Pageau, Karyn <[e-mail]>
Subject: Denial Access Erosion Control file -Davidson County
As I stated in our phone conversation yesterday.
I am profoundly disappointed that I have been denied access to the Old Salisbury Road Sewer line located in Davidson
County Erosion Control file located within your office.
As I explained to you yesterday via phone while I was at your office in Winston-Salem. That on Monday at approximately
4:00 pm, I spoke with Tim; who is one of your staff member and we agreed the file was there and would be made
available for my review upon my arrival on Tuesday.
After my two hour one way drive to view the file at your office in Winston-Salem, the file was not available and I was told
you had the entire file with you in the field.
This is contrary to your October 16th email in which you stated:
"You may come to our office to copy the approved plan. Per our requirements, neither the approved plan or the project
file may leave this office. We do not have a full size copier capable of reproducing full size plan sheets."
Via phone you continue to discourage me from reviewing the entire file that should have been in the office.
Again, I renew my request to view the entire file as you stated in your Octbober 16th email; which is consistent with North
Carolina law.
I look forward to you allowing me prompt access to the entire file.
Thank you for your prompt reply for access to the entire file.
Isaac Woods
Sent from iPhone
Please excuse typos and grammar

• • •' • '•'
North Carolina Department of Environmental Quality
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 50'S, CLEAR, SOIL WET First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
_._..a'-il___.t..._,._.-e ...._..y._.-..._.b_.._..,..._..u_..w_M.... __ ,_._�_ _.....: ,...,.... �v.._�,._ ..._.._aw.. ... m._ m.._,........
f. Failure to take all reasonable measures - 15A N.C.A.C. 48.0105
g. Inadequate buffer zone, G. S. 113A-57(1) - G. S. 113A-57(1)
i. Unprotected exposed slopes - G.S. 113A-57(2)
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? NO
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: NOV 06, 2015
9. Corrective Actions Needed:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Complete installation of stream crossings at station 17+50 and station 27+75. Stone stabilization has been provided
for the stream crossings at these stations, however, silt fence must be installed at the top of the creek banks as shown on
the approved plan until such time that a permanent ground cover has been provided.
3. Provide stone construction entrances to the project off of Park Drive as shown on sheet C2 of the approved plan. The
construction entrance shown on sheet C3 of the approved plan will also need to be installed to access the site from the
Frenzelit project.
Report By: Matthew E. Gantt, PE
Date of Inspection: NOV 04, 2015
Others Present:
Time Arriving on Site: 9:25
Time Leaving Site: 10:10
cc; ROBERT. HYATT@ DAVI DSONCOU NTYNC. GOV, [e-mail]
Revision Date 10/16/2015 Page 1 of 2

10. COMMENTS: 1. Follow-up inspecticy yerformed to assess site compliance. The s, ..m crossings at stations 17+50 and
27+75 have been stabilized with stone. However, the silt fence still needs to be installed on either side of the top of the stream
bank as noted above.
2. Disturbed areas throughout the project have been seeded and mulched. Grass is beginning to germinate throughout the
sewer line alignment. Some areas that were sparsely covered with mulch will need an additional layer of mulch to facilitate
further permanent ground cover. Areas that do not germinate properly by the end of the month will need to be reseeded with a
temporary ground cover for the winter months.
3. It is the understanding of this office that this project will be dormant over the winter months. If that is the case construction
entrances noted above will not need to be installed until the work on the project resumes.
4. At this time it appears all work that needs to be done to repair the silt fence will need to be accomplished by hand. Many
areas throughout the sewer alignment are not properly graded and water is ponding along the outfall making access difficult.
Any access to the flooded and improperly graded areas by machine will require the re -installation of the above mentioned
construction entrances.
5. A significant amount of work has been done on this project to bring it into compliance with the Notices of Violation. However,
the maintenance of the silt fence continues to be a problem. Please be reminded that the silt fence will need to be maintained
throughout the winter months.
6. The slope located at station 30+87, at the Frenzelit project will need to be stabilized with a permanent ground cover. It is the
understanding of this office that Davidson County will be responsible for the stabilization of this area.
7. The compliance deadline for the project will be extended two weeks up through November 18, 2015..
Revision Date 10/16/2015 Page 2 of 2

STAID OF NORTH CARCJNA
Department of Environment and Natural Resources
Winston-Salem Regional Office
FILE ACCESS RECORD
SECTION I an� tea _ DATE/TIME 1111:31)
NAME REPRESENTING
Guidelines for Access: The staff of the -Winston-Salem Regional Office is dedicated to making
public records in our custody readily available to the public for review and copying. We also have the
responsibility to the public to safeguard these records and to carry out our day-to-day program
obligations. Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
p.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
2. You must specify files you want to review.
3. There is no charge for 25 copies or less. If making more than 25 copies - there is a charge of
2.5 cents per page. (A page refers to a "single impression". A double sided copy is to be
counted as 2 pages.) Costs for electronic copies will vary depending on the media type
(diskette, tape, cd-rom), please see Receptionist for information regarding electronic copy
charges. Payment is to be made by check, money order, or cash (see Receptionist).
4. FILES MUST BE KEPT IN THE ORDER YOU RECEIVED THEM. Files may not be taken
from the office. No briefcases, large totes, etc. are permitted in the file review area. To
remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for
which you can be fined up to $500.00.
5. In accordance with General Statute 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing
files.
FACILITY NAME COUNTY
00 1�r
2
3
4
5
Signature and Name of Firm/Business Dale Time In Time Out
Please attach a business card to this form if available

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Davidson County
Attn: Robert Hyatt
PO Box 1067
Lexington, NC 27293
Donald R. van der Vaart
October 14, 2015
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
RE: Project Name: Old Salisbury Road Sewer Line
Project ID: DAVID -2015-015
County: Davidson
Compliance Deadline: November 3, 2015
or 20 days from receipt
Dear Mr. Hyatt:
Secretary
On October 8, 2015, personnel of this office inspected a project located on Old Salisbury Road,
Lexington in Davidson County, North Carolina. This inspection was performed to determine
compliance with the North Carolina Sedimentation Pollution Control Act (Act) of 1973. The
inspection revealed a land -disturbing activity of approximately 2,8 acres being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing
activity. The purpose of this letter is to inform you that this activity was found to be in violation of
the Act, G.S. 113A-50 to 66, Title 15A, North Carolina Administrative Code (NCAC), Chapter 4. If
you feel that you are not responsible for the following violations, please notify this office
immediately.
Winston-Salem Regional Office
450 West Hanes Mill Road, Suite 300, Winston-Salem, North Carolina 27105 Phone: [phone] Fax: [phone]

Notice of Violations
Project: Old Salisbury Road Sewer Line
October 14, 2015
Page 2 of 4
The violations that were found are:
I. Failure to conduct a land -disturbing activity in accordance with the approved erosion and
sedimentation control plan. G.S. 113A-57(5).
2. Failure when a land -disturbing activity that will disturb more than one acre is undertaken on a
tract, to install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during construction
upon and development of the tract. G.S. 113A-57(3).
3. Failure to take all reasonable measures to protect all public and private property from damage by
such land -disturbing activities. 15A NCAC 4B .0105.
4. Failure to retain along a lake or natural watercourse a buffer zone of sufficient width to confine
visible siltation by natural or artificial means within the 25 percent of that portion of the buffer
zone nearest the land -disturbing activity. G.S. 113A-57(1).
5. Failure to install and maintain all temporary and permanent erosion and sedimentation control
measures as required by the approved plan or any provision of the Act, and rules adopted
thereunder, during or after the development of a site. 15 NCAC 4B .0113.
To correct these violations, you must:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved
plan dated April 22, 2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of
the approved plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on
the construction detail on sheet C2 of the approved plan. Sediment continues to be tracked onto Park
Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road.
The approved plan does not address entering and exiting the project from these points. In addition,
construction equipment is not approved to enter and exit the project on either side of the concrete
driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2
of the approved plan and per the construction detail shown on SD2 of the approved plan. Silt fence on
the west side of the crossing has been damaged. Silt fence on the east side of the stream crossing has not
been installed. Construction equipment is not permitted to cross the stream at this point without the
approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the
construction detail shown on sheet SD2 of the approved plan. Construction equipment is not permitted
to cross the stream at this point without the approved stream crossing in place. No apparent effort has
been made to install the stone dams per the construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at
station 30+87 on sheet C3 of the approved plan.

4wo 14aw
Notice of Violations
Project: Old Salisbury Road Sewer Line
October 14, 2015
Page 3 of 4
The violations cited herein may be referred to the Director of the Division of Land Resources (Tracy
E. Davis, PE, CPM) for appropriate enforcement action, including civil penalty assessments for an
initial one -day violation and/or a continuing violation. The penalty for an initial one -day violation
may be assessed in an amount not to exceed $5,000.00. The Division of Land Resources is not
required to provide a time period for compliance before assessing an initial penalty for the violations
cited herein. Please be advised that a civil penalty may be assessed for the initial day of violations
regardless of whether the violations are corrected within the time period set out below.
In addition, if the violations cited herein are not corrected within 10 days of receipt of this notice or
before November 3, 2015, whichever term is longer, this office may request that the Director take
appropriate legal action against you for continuing violations pursuant to NCGS 113A-61.1 and
113A-64. A penalty maybe assessed from the date of the violation, pursuant to NCGS
13A -64(a)(1), and for each day of the continuing violation in an amount not to exceed $5,000.00 per
day.
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the Act. When corrective actions
are complete, you should notify this office so that work can be inspected. You should not assume
that the property is in compliance with the Act until we have notified you. After installation, all
erosion control measures must be maintained in proper working order until the site is completely
stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the Act. Copies of
the relevant statute and administrative rules may be examined at this office or will be sent to you
upon request. Should you have questions concerning this notice or the requirements of the Act
please contact me at your earliest convenience.
Sincerely,
Matthew E. Gantt, PE
Regional Engineer
Land Quality Section
Enclosures: Sedimentation Inspection Report

North Carolina Department of Environment and Natural Resources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT, OLD SALISBURY ROAD SEWER RIVER BASIN, YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE, Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures. YES Video: Digital: X
2. Weather and Soil Conditions: 60'S, CLEAR, SOIL WET First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section IT 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 4B.0105
g. Inadequate buffer zone, G.S. 113A-57(1) - G.S. 113A-57(1)
j. Failure to maintain measures - 15A N.C.A.C. 48.0113
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property: YES
Description: INTO STREAMS AT STATIONS 17+50 AND 27+75. TRACKED ON TO PARK DRIVE AND OLD SALISBURY
ROAD.
Degree of Damage: 2) MODERATE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: OCT 09, 2015
Report By
Matthew E. Gantt, PE
Others Present:
Date of Inspection: OCT 08, 2015 Time Arriving on Site: 9:30 Time Leaving Site: 10:45
cc; ROBERT. HYATT@DAVIDSONCOUNTYNC. GOV, [e-mail], [e-mail]
Revision Date 0910912013 Page 1 of 2

`\/ 14=/ 4 -
9. Corrective Actions Needed:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved
plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on the construction detail on sheet
C2 of the approved plan. Sediment continues to be tracked onto Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road. The approved plan
does not address entering and exiting the project from these points. In addition, construction equipment is not approved
to enter and exit the project on either side of the concrete driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2 of the approved
plan and per the construction detail shown on S02 of the approved plan. Silt fence on the west side of the crossing has
been damaged. Silt fence on the east side of the stream crossing has not been installed. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the construction detail
shown on sheet SD2 of the approved plan. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place. No apparent effort has been made to install the stone dams per the
construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at station 30+87
on sheet C3 of the approved plan.
10. COMMENTS:
1. This inspection is in follow up to the last inspection performed on September 3, 2015. It does not appear that any effort
been made to bring the site into compliance since the last inspection date. All corrective actions noted above must be tak
2. Approved stream crossings have not been installed per the approved plan. In addition, silt fence maintenance continues to
be ignored. Equipment entering and exiting the project must cease to prevent further sediment loss onto Old Salisbury Road..
Re-Insoection Due to Non -Compliant Sedimentation Inspection.
Revision Date 09/09/2013 Page 2 of

"W
North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
October 12, 2015
NOTICE OF VIOLATIONS OF THE
GENERAL PERMIT - NCG 010000
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
FOR
CONSTRUCTION ACTIVITIES
CERTIFIED MAIL 7015 0640 0005 6272 4386
RETURN RECEIPT REQUESTED
Davidson County
Attn: Robert Hyatt
P.O. Box 1067
Lexington, NC 7293
RE: Project Name: Old Salisbury Road Sewer Line
Project ID: DAVID -2015-015
County: Davidson
Compliance Deadline November 3, 2015
Dear Mr. Hyatt:
On October 8, 2015, personnel of this office inspected a project located on Old Salisbury Road,
Lexington, Davidson County, North Carolina. This inspection was performed to determine
compliance with the General Permit - NCG 010000 to Discharge Stormwater under the National
Pollutant Discharge Elimination System for Construction Activities (Construction Stormwater
Permit NCG 010000). The inspection revealed a land -disturbing activity of approximately 2.8 acres
being conducted.
It is our understanding that you and/or your firm are responsible for this land -disturbing activity. The

NOW
Notice of Violations
Robert Hyatt
October 12, 2015
Page 2 of 5
purpose of this letter is to inform you that this activity was found to be in violation of the
Construction Stormwater Permit NCO 010000. If you feel that you are not responsible for the
following violations, please notify this office immediately.
The violations of the Construction Stormwater Permit NCG 010000 that were
found are:
1. Failure to implement the erosion and sedimentation control plan. The Permittee must
implement and follow the erosion and sedimentation control plan. The approved erosion and
sedimentation control plan is considered a condition of Construction Stormwater Permit
NCO 010000. NCO 010000 Section II1. 3) (a)
2. Failure to meet self -inspection and reporting requirements. NCO 010000 Section II. B. 3)
a. A rain gauge shall be maintained in good working order on the site.
b. A written record of the daily rainfall amounts shall be retained and all records shall
be made available upon request.
c. Erosion and sedimentation control measures shall be inspected to ensure that they are
operating correctly. Inspection records must be maintained for each inspection event
and for each measure. At a minimum, inspection of measures must occur at the
frequency indicated below:
i. All erosion and sedimentation control measures must be inspected by or
under the direction of the permittee at least once every seven calendar days,
ii. All erosion and sediment control measures must be inspected by or under the
direction of the permittee within 24 hours after any storm event of greater
than 0.50 inches of rain per 24 hour period.
d. Once land disturbance has begun on the site, stormwater runoff discharge outfalls
shall be inspected by observation for erosion, sedimentation and other stormwater
discharge characteristics such as clarity, floating solids, and oil sheens. Inspections of
the outfalls shall be made at least once every seven calendar days and within 24 hours
after any storm event of greater than 0.50 inches of rain per 24 hour period.
3. Failure to have approved plan and NPDES Permit on site and available for review, NCG
010000 Section III, 3)(d).

Notice of Violations
Robert Hyatt
October 12, 2015
Page 3 of 5
4. Failure to install and maintain BMPs and control measures, NCG 010000 Section III. 4)
The permittee must select, install, implement and maintain best management practices
(BMPs) and control measures that minimize pollutants in the discharge to meet the
requirements of this permit. Silt fencing, temporary stream crossings, and construction
entrances have either not been installed or maintained per the approved plan.
5. Failure to operate and maintain control measures, NCG 010000 Section IV, 1)
The permittee shall at all times properly operate and maintain all control measures and
systems of treatment and control (and related appurtenances) which are installed or used by
the permittee to achieve compliance with the conditions of this general permit. Silt fencing,
temporary stream crossings, and construction entrances have either not been installed or
maintained per the approved plan.
6. Bypass of stormwater control facilities, NCG 010000 Section IV 3)
Bypass of stormwater control facilities is prohibited except as allowed by permit conditions.
To correct these violations, you must:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved
plan dated April 22, 2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of
the approved plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown
on the construction detail on sheet C2 of the approved plan. Sediment continues to be tracked onto
Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road.
The approved plan does not address entering and exiting the project from these points. In addition,
construction equipment is not approved to enter and exit the project on either side of the concrete
driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2
of the approved plan and per the construction detail shown on S132 of the approved plan. Silt fence
on the west side of the crossing has been damaged. Silt fence on the east side of the stream crossing
has not been installed. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place.

Notice of Violations
Robert Hyatt
October 12, 2015
Page 4of5
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the
construction detail shown on sheet SD2 of the approved plan. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place. No
apparent effort has been made to install the stone dams per the construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown
at station 30+87 on sheet C3 of the approved plan.
Construction Stormwater Permit NCG 010000 Violations
The violations of the Construction Stormwater Permit NCG 010000 cited herein may be referred to
the Director of the Division of Energy, Mineral and Land Resources (Director) for appropriate
enforcement action, including civil penalty assessments for a continuing violation. This Notice
serves as a letter of proposed civil penalty assessment. You have (up to 20) calendar days from
receipt of this letter to cease the violations listed above, and to submit in writing reasons why the
civil penalty should not be assessed.
Accordingly, you are directed to respond to this letter in writing within 10 calendar days of receipt of
this Notice. Your response should be sent to this regional office at the letterhead address and include
the following:
1. The date by which the corrective actions listed above have been or will be completed.
2. Rainfall data and self -inspection or self-monitoring records from September 3, 2015 to
October 8, 2015.
3. A plan of action to prevent future violations.
4. A plan for restoration of sedimentation damage.
Reasons why a civil penalty should not be assessed.
Pursuant to G.S. 143-215.6A, these violations and any future violations are subject to a civil penalty
assessment of up to a maximum of $25,000.00 per day for each violation. Your above-mentioned
response to this correspondence, the degree and extent of harm to the environment and the duration
and gravity of the violation(s) will be considered in any civil penalty assessment process that may
occur.

Notice of Violations
Robert Hyatt
October 12, 2015
Page 5 of 5
Please be advised that any new land -disturbing activity associated with this project should not begin
until the area presently disturbed is brought into compliance with the SPCA and Construction
Stormwater Permit NCG 010000. When corrective actions are complete, you should notify this
office so that work can be inspected. You should not assume that the project is in compliance with
the SPCA and Construction Stormwater Permit NCG 010000 until we have notified you. After
installation, all erosion control measures must be maintained in proper working order until the site is
completely stabilized.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the same
time, it is your responsibility to understand and comply with the requirements of the SPCA and
Construction Stormwater Permit NCG 010000. Copies of the relevant statute and administrative
rules may be examined at this office or will be sent to you upon request. Should you have questions
concerning this notice or the requirements of the SPCA and Construction Stormwater Permit NCG
010000 please contact me at your earliest convenience.
Sincerely,
Matthew E. Gantt, P.E.
Land Quality Section
Enclosures: Sedimentation Inspection Report
cc: State Sedimentation Specialist
Regional Water Quality Supervisor

ti
North Carolina Department of Environment and Natural Resources
Land Quality Section: 450 West Hanes Mill Road, Suite 30Q Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-415
ADDRESS: PO Box 1067 Lexinnton NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington INC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 60'S, CLEAR, SOIL WET First Inspection -.NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G -S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 46.0105
g. Inadequate buffer zone, G.S. 113A-57(1) - G.S. 113A-57(1)
j. Failure to maintain measures - 15A N.C.A.C. 4B.0113
6. Is the site in compliance with NPDES Permit NCG 010400?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lakeinatural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property: YES
Description: INTO STREAMS AT STATIONS 17+50 AND 27+75, TRACKED ON TO PARK DRIVE AND OLD SALISBURY
anon
Degree of Damage: 2) MODERATE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
ReportBy: Matthew E. Gantt, PE Others Present:
Date of Inspection: OCT 08, 2015 Time Arriving on Site: 9:30
Title:
Date Given/Sent: OCT 09, 2015
Time Leaving Site: 10:45
cc; ROBERT. [e-mail], [e-mail], [e-mail]
Revision Date 0910912013 Page 1 of 2

9. Corrective Actions Needed:
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved
plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on the construction detail on sheet
C2 of the approved plan. Sediment continues to be tracked onto Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road. The approved plan
does not address entering and exiting the project from these points. In addition, construction equipment is not approved
to enter and exit the project on either side of the concrete driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2 of the approved
plan and per the construction detail shown on SD2 of the approved plan_ Silt fence on the west side of the crossing has
been damaged. Silt fence on the east side of the stream crossing has not been installed. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the construction detail
shown on sheet SD2 of the approved plan. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place. No apparent effort has been made to install the stone dams per the
construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at station 30+87
on sheet C3 of the approved plan.
10. COMMENTS:
1. This inspection is in follow up to the last inspection performed on September 3 2015. It does not appear that any effort has
been made to bring the site into compliance since the last inspection date. All corrective actions noted above must be taken
immediately to bring the site into compliance.
2. Approved stream crossings have not been installed per the approved plan. In addition silt fence maintenance continues to
be ignored. Equipment entering and exiting the project must cease to prevent further sediment loss on to Old Salisbury Road..
Re -Inspection Due to Non -Compliant Sedimentation Inspection.
Revision Date 09/09/2013 Page 2 of 2

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V"We
Gantt, Matt
From: Gantt, Matt
Sent: Friday, October 16, 2015 9:17 AM
To: 'Isaac Woods'
Cc: [e-mail]; [e-mail]; Payne, John
([e-mail]); Vinson, Toby; Rodgers, Ashley; Pageau, Karyn; Sink, Scott;
Bennett, Bradley; Cole, Brad
Subject: RE: Notices of Violation - Old Salisbury Road Water Line
Mr. Woods:
As you aware, this project is in very poor shape. During my last site inspection, the site appeared to have been
abandoned. All sediment control measures either had not been maintained or not properly installed per the approved
plan, leading to off-site sedimentation at various locations. I have sent you copies of the Sediment Notice of Violation and
the Storm Water Notice of Violation for your reference. Our office has contacted our Attorney General's Office
requesting Injunctive Relief to bring this site into compliance with sediment and erosion control regulations.
I will be happy to furnish you with copies of the reports for both the Old Salisbury Sewer Line Project and the Frenzelit
Manufacturing Facility Project via email.
You may come to our office to copy the approved plan. Per our requirements, neither the approved plan or the project
file may leave this office. We do not have a full size copier capable of reproducing full size plan sheets.
I have too many pictures of this project to send via email. If you would mail me a blank CD, I will be happy to put the
pictures on it for your use.
Thanks,
Matt
From: Isaac Woods [mailto:[e-mail]]
Sent: Thursday, October 15, 2015 7:14 AM
To: Gantt, Matt <[e-mail]>
Cc: [e-mail]; [e-mail]; Payne, John ([e-mail])
<[e-mail]>; Vinson, Toby <[e-mail]>; Rodgers, Ashley <[e-mail]>; Pageau,
Katyn <[e-mail]>; Sink, Scott <[e-mail]>; Bennett, Bradley
<bradley. ben [e-mail]>; Cole, Brad <[e-mail]>
Subject: Re: Notices of Violation - Old Salisbury Road Water Line
Mr. Gantt:
I represent BBUDC Inc, the contractor installing the sewer line.
We have communicated via email and phone in regards to this
project.

BBUDC Inc
919 357 3828
On Mon, Oct 12, 2015 at 12:49 PM, Gantt, Matt <matt.gantt wncdenr.�;ov> wrote:
Mr. Hyatt,
Per our discussion on Friday, October 9th , 2015, attached are the two Notices of Violation for the Old
Salisbury Road Water Line project in Lexington, Davidson County. The Notice of Violation for the
Stormwater Permit has been sent in the mail to you today, October 12th. Mr. Scott Sink with this office will
hand -deliver the Sediment Notice of Violation to your office on Wednesday, October 14th, 2015.
Please carefully review each of the Notices of Violation and let me know if you have any questions.
Thanks,
Matt
Matthew E. Gantt, PE
North Carolina Department of Environmental Quality
Winston-Salem Regional Office
Division of Energy, Mineral and Land Resources
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Voice: [phone]
FAX: [phone]
3

In our prior email we requested to be present and notified of your
next site visit to insure we had corrected all the issue and assist
use in correcting any future issues; while there is no requirement
that we be present sometime it assist in correcting violations and
concerns; unfortunate no one was notified prior to your last visit,
nor does it appear anyone was present.
Therefore please consider this as our request for the following:
1. Copy of the approved Erosion Control Plan by you office, which
include all drawings and specifications.
2. Copy of all photos and video of the site.
3. All notes and emails in regards to this project.
4. All notes and inspections reports of the adjacent construction
project within 500 feet to the Old Salisbury Road site, reference in
your report.
We suggest the above information and data be sent via email, this
will assist us in the prompt correction of all issues.
Just as a note all major construction on this project has ended.
Also there was major work in the area by DOT to repair storm drain
pipes, and as you are aware there is another major project under
construction adjacent to this project, and several other companies
installing utilities.
Thank you for your prompt reply while we promptly correct the
noted issues, and finish this project.
Isaac
N

, V.v
BBUDC Inc.
P.O. Box 52552
Durham, NC 27717
October 13, 2015
Mr. Robert Hyatt
County Manager
Mr. Dwayne Childress
Davidson County
913 Greensboro Street
Lexington, NC 27203
RE: Notice of Default - Old Salisbury Road Sewer Davidson County - Via Email
Dear Mr. Hyatt and Mr. Childress:
Please consider this as Notice per the Contract and North Carolina Statue:
1. That Davidson County has default on the Application for Payment to
BBUDC Inc. for the month of September in excess of $90,000.00, and
refuse to make any payment to BBUDC Inc. for the September Application
for Payment.
2. Davidson County has defaulted on Erosion Control plan, by failure to
update Erosion Control plan to comply with the new sewer alignment, as
redesigned by the "The Wooten Company".
3. Davidson County and The Wooten continue to create delays in the testing
of the sewer system, by refusing to have their alleged authorized personnel
present during the testing of the sewer line and manholes.
4. This is not only a breach of the contract, but we contend is Deceptive trade
practice, and other violation of the law. We contend this is a continuing
pattern of Davidson County and The Wooten Company attempt to prevent
the project from being finish, and final erosion control measures being
taken.
Page 1 of 2

5. Any fine access will be against Davidson County; BBUDC Inc. will not be
responsible for the fine solicited by employees of Davidson County and The
Wooten Company, and the failure Davidson County to resubmit an erosion
control plan based on the realignment of the sewer line by The Wooten
Company.
These actions and other acts as stated previous has and will continue to create
issues with installed of the sewer system, erosion control measures and continue
delays.
The above is not all inclusive.
Isaac Woods, MBA
CEO
BBUDC Inc.
C: John Grey
Charlie Brushwood
Chuck Frye
Roger Jones
Carl McCall
Wes Kimbrell
Randy Feeman
C. Brookbank
Page 2 of 2

N..
Gantt, Matt
From: Gantt, Matt
Sent: Monday, October 12, 2015 12:50 PM
To:'[e-mail]'; [e-mail]'; 'Isaac Woods'
Cc: Payne, John ([e-mail]); Vinson, Toby ([e-mail]); Rodgers,
Ashley, Pageau, Karyn; Sink, Scott; Bennett, Bradley; Cole, Brad ([e-mail]);
Vinson, Toby ([e-mail])
Subject: Notices of Violation - Old Salisbury Road Water Line
Attachments: SedimentNOV10142015.pdf, StormwaterNOV10122015.pdf
Mr. Hyatt,
Per our discussion on Friday, October 9th , 2015, attached are the two Notices of Violation for the Old Salisbury Road
Water Line project in Lexington, Davidson County. The Notice of Violation for the Stormwater Permit has been sent in the
mail to you today, October 12th. Mr. Scott Sink with this office will hand -deliver the Sediment Notice of Violation to your
office on Wednesday, October 14th, 2015.
Please carefully review each of the Notices of Violation and let me know if you have any questions.
Thanks,
Matt
Matthew E. Gantt, PE
North Carolina Department of Environmental Quality
Winston-Salem Regional Office
Division of Energy, Mineral and Land Resources
450 West Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
Voice: [phone]
FAX: [phone]

North Mrolina Department of Environment and Natu T14Resources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE.
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 60'S, CLEAR, SOIL WET
CASE #
First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 46.0105
g. Inadequate buffer zone, G.S. 113A-57(l)-G.S. 113A-57(1)
j. Failure to maintain measures - 15A N.C.A.C. 46.0113
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: YES Lake/natural watercourse off the tract: YES Other Property: YES
Description: INTO STREAMS AT STATIONS 17+50 AND 27+75. TRACKED ON TO PARK DRIVE AND OLD SALISBURY
ROAD.
Degree of Damage: 2) MODERATE
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: OCT 09, 2015
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: OCT 08, 2015 Time Arriving on Site: 9:30 Time Leaving Site: 10:45
cc; ROBERT. [e-mail], [e-mail], [e-mail]
Revision Date 09/09/2013 Page 1 of 2

9. Corrective Actions Needed: "Owl VMW
1. Repair and maintain all damaged silt fence throughout the project limits as shown on the approved plan dated April 22,
2015.
2. Provide construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved
plan. Construction entrances must be installed using 2"-3" coarse aggregate as shown on the construction detail on sheet
C2 of the approved plan. Sediment continues to be tracked onto Park Drive from construction equipment.
3. Prevent all construction equipment from entering and leaving the project along Old Salisbury Road. The approved plan
does not address entering and exiting the project from these points. In addition, construction equipment is not approved
to enter and exit the project on either side of the concrete driveway owned by the Heavens Gate Church Trustees.
4. Install all approved sediment control measures at station 17+50, at the stream crossing, per sheet C2 of the approved
plan and per the construction detail shown on SD2 of the approved plan. Silt fence on the west side of the crossing has
been damaged. Silt fence on the east side of the stream crossing has not been installed. Construction equipment is not
permitted to cross the stream at this point without the approved stream crossing in place.
5. Install the stream crossing at station 27+75 as shown on sheet C3 of the approved plan and per the construction detail
shown on sheet SD2 of the approved plan. Construction equipment is not permitted to cross the stream at this point
without the approved stream crossing in place. No apparent effort has been made to install the stone dams per the
construction detail.
6. Install the construction entrance off of Old Salisbury Road (at the 20' permanent easement) as shown at station 30+87
on sheet C3 of the approved plan.
10. COMMENTS:
1. This inspection is in follow up to the last inspection performed on September 3 2015. It does not appear that any effort has
been made to bring the site into compliance since the last inspection date. All corrective actions noted above must be taken
immediately to bring the site into compliance.
2. Approved stream crossings have not been installed per the approved plan. In addition silt fence maintenance continues to
be ignored. Equipment entering and exiting the prosect must cease to prevent further sediment loss on to Old Salisbury Road..
Re -Inspection Due to Non -Compliant Sedimentation Inspection.
Revision Date 09/09/2013 Page 2 of 2

North Carolina Department of Environment and Natural Resources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: YES Video: Digital: X
2. Weather and Soil Conditions: 80'S, CLEAR, SOIL DRY First Inspection -.NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? NO
5. Violations:
b. Failure to follow approved plan - G.S. 113A-57(5)and Failure to implement the erosion and sedimentation control
plan, NCG 010000 Section III. 3) (a)
e. Insufficient measures to retain sediment on site - G.S. 113A-57(3)
f. Failure to take all reasonable measures - 15A N.C.A.C. 46.0105
g. Inadequate buffer zone, G.S. 113A-57(1) - G.S. 113A-57(1)
i. Unprotected exposed slopes - G.S. 113A-57(2)
j. Failure to maintain measures - 15A N. C.A.C. 46.0113
6. Is the site in compliance with NPDES Permit NCG 010000?: NO
s. Failure to install and maintain BMPs and control measures NCG 010000 Section III. (4)
t. Failure to operate and maintain control measures Failure to operate and maintain control measures, NCG 010000
Section IV, (1)
7. Has Sedimentation Damage occurred since last inpections? YES
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: YES Other Property: YES
Description: TRACKED ON TO PARK DRIVE AND AT STATION 17+50.
Degree of Damage: 1 SLIGHT
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): CARL MCCOLLOUGH, ROBERT HYATT (BY PHONE) Title: DAVIDSON COUNTY
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: SEP 03, 2015
9. Corrective Actions Needed:
1. Install sediment fence, check dams, and erosion control matting as shown on the approved plan at station 1+20. At
present only a very thin layer of straw mulch has been applied on the west side of the crossing.
2. Repair all damaged silt fence along the sewer line alignment from stations 1+50 to 17+50. Portions of silt fence have
been damaged from equipment. Other sections of silt fence has holes in it and needs to be repaired.
3. Install construction entrances to the sewer line alignment off of Park Drive as shown on sheet C2 of the approved plan.
Sediment is currently being tracked on to Park Drive from equipment.
4. Install the stone check dam within the silt fence at station 17+50 on the west side of the stream crossing. The west
side of the stream bank has been disturbed and needs to be stabilized immediately to prevent sediment loss in this area.
The west stream bank needs to be stabilized with erosion control matting if line installation in this area will be delayed
further.
ReportBy: Matthew E. Gantt, PE Others Present:
Date of Inspection: SEP 03, 2015 Time Arriving on Site: 8:20
Time Leaving Site: 9:00
cc; [e-mail], [e-mail]
Revision Date 09/09/2013 Page 1 of 2

10. COMMENTS: 1. All sediment fence,,.Ot has been installed along the sewer alignrvvmoK needs to be inspected and properly
maintained.
2. Sediment control measures required at stream crossings must be installed immediately to prevent any sediment loss in these
areas.
3. Stone construction entrances off of Park Drive must be reinstalled using 2"-3" coarse aggregate as shown in the approved
construction detail on sheet SD -2 of the plan.
4. This site is currently out of compliance with the approved sediment and erosion control plan. Above-mentioned corrective
actions must be taken immediately to avoid a Notice of Violation and possible civil penalty assessments of up to $5,000 per day
for each day the site remains out of compliance..
Revision Date 09/09/2013 Page 2 of 2

• • •' • '•'
North Carolina Department of Environment and Natural Resources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexinaton NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 70'S, CLOUDY, SOIL DRY
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: NOT EVALUATED
7. Has Sedimentation Damage occurred since last inoections? NO
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
First Inspection:NO
Other Property:
8. Contact Made with (name): Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: JUL 17, 2015
9. Corrective Actions Needed:
10. COMMENTS:
1. No work yet..
Report By: Matthew E. Gantt, PE
Date of Inspection: JUL 16, 2015
cc;
Others Present:
Time Arriving on Site: 9:45
Time Leaving Site: 9:55
Revision Date 09/09/2013 Page 1 of 1

111 11
11
11 *III IIIIIIIIIIIIIIIIIIIIIiillliiiiillliiiiiI III
• • • 'Emu
• '•'
North Carolina Department of Environment and Natural Resources
Land Quality Section. 450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID -2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 80'S, CLEAR, SOIL DRY First Inspection:NO
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: NOT EVALUATED
7. Has Sedimentation Damaqe occurred since last inpections? NO
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): RANDY KILTS
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE
9. Corrective Actions Needed:
10. COMMENTS: No work vet.
Report By: Matthew E. Gantt, PE
Date of Inspection: MAY 27, 2015
cc;
Others Present:
Time Arriving on Site: 9:50
Other Property:
Title: OMEGA CONSTRUCTION
Date Given/Sent: MAY 28, 2015
Time Leaving Site: 10:30
Revision Date 09/09/2013 Page 1 of 1

. - -� fir► ��� r.r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 22, 2015
LETTER OF APPROVAL
Robert Hyatt
Davidson County
PO Box 1067
Lexington NC 27293
RE: Project Name: Old Salisbury Road Sewer
Acres Approved: 2.8
Project ID: DAVID -2015-015
County: Davidson, City: Lexington
Address: Old Salisbury Road
River Basin: Yadkin -Pee Dee
Stream Classification: Other
Submitted By: Robert Hyatt
Date Received by LQS: April 20, 2015
Plan Type: Utilities - Revised
Dear Mr. Hyatt:
Donald R. van der Vaart
Secretary
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B.0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCGO10000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105• Phone: [phone] • FAX: [phone]
Internet: http://portal.ncdenr.org/webllrl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Letter of Approval
Robert Hyatt
April 22, 2015
Page 2 of 2
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
- r Y
Matthew E. Gantt, PE
Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
cc: John Grey, P.E.
The Wooten Company
350 North Cox Street, Suite 26
Asheboro, NC 27203

If
I Nwa.
laal 11 1
6W
Project Name and lbcafion
Regional Engineer

E N G I N E E R I N G
P L A N N I N G
ARCHITECTURE
350 North Cox Street Suite 26
Asheboro NC 27203
336.626.5322
fax [phone]
April 16, 2015
Mathew Gantt, PE, Supervisor
NCDENR LQS
450 West Hanes Mill Road
Suite 300
Winston-Salem NC 27105
Subject: DAVID -2015-15 Revision
Davidson County
Old Salisbury Road Sewer
TWC No.: 3097-F
Dear Mathew:
- RECEIVED
N.C. Dept of ENR
APR 2 0 2015
Winston-Salem
Regional Office
As Randy Freeman from my office discussed with you last week, we need to adjust the
location of one reach of sewer line on the above listed project. We have made the
revision of moving the sewer line further in conformance with your suggestion of
keeping the disturbed area at least 15 feet from the creek bank. Enclosed are three copies
of revised sheet C3 showing a revised alignment between MH 108 and MH 109.
Please respond with your approval of this revision, or questions or comments you may
have.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
Project Manager
/aik
Enclosures
cc: Dwayne Childress, Davidson County

North CE%.na Department of Environment and Natur ..esources
Land Quality Section: 450 West Hanes Mill Road, Suite 300, Winston -Salem, NC 27105, Phone: [phone]
COUNTY: Davidson PROJECT: OLD SALISBURY ROAD SEWER RIVER BASIN: YADKIN-PEE DEE
PERSON FINANCIALLY RESPONSIBLE: Robert Hyatt, County of Davidson PROJECT # DAVID-2015-015
ADDRESS: PO Box 1067 Lexington NC 27293 CASE #
1. PROJECT LOCATION: Old Salisbury Rd. Lexington NC 27292
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: 60'S, CLOUDY
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: NOT EVALUATED
7. Has Sedimentation Damage occurred since last inoections? NO
First Inspection:Y
Lake/natural watercourse on the tract: Lake/natural watercourse off the tract: Other Property:
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
8. Contact Made with (name): NO ONE ON SITE Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: MAR 25, 2015
9. Corrective Actions Needed:
10. COMMENTS: 1. No work yet.
Report By: Matthew E. Gantt, PE Others Present:
Date of Inspection: MAR 24, 2015 Time Arriving on Site: 8:50
cc;
Time Leaving Site: 9:00
Revision Date 09/09/2013 Page 1 of 1

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 23, 2015
LETTER OF APPROVAL
Davidson County
Attn: Robert Hyatt
PO Box 1067
Lexington NC 27293
RE: Project Name: Old Salisbury Road Sewer
Acres Approved: 2.8
Project ID: DAVID -2015-015
County: Davidson, City: Lexington
Address: Old Salisbury Rd.
River Basin: Yadkin -Pee Dee
Stream Classification: Other
Submitted By: John C. Grey, P.E.
Date Received by LQS: March 12, 2015
Plan Type: Utilities
Dear Mr. Hyatt:
Donald R. van der Vaart
Secretary
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B.0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCGO10000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A -61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
450 West Hanes Mill Road, Suite 300, Winston-Salem, NC 27105• Phone: [phone] • FAX: [phone]
Internet: http://portal.ncdenr.org/web/lr/
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Letter of Approval
Mr. Robert Hyatt
March 23, 2015
Page 2 of 2
North, Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Matthew E. Gantt, PE
Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
cc: John C. Grey, P.E.
The Wooten Company
350 North Cox Street, Suite 26
Asheboro, NC 27203

I
S
7—A
rroject iNameanc[Eocation
i
Regional Engineer

FINANCIAL RESPONSIBILITY/OWNE IP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blan{�l
. h�ECEI VE p
�.C. Dept. of ENR
Part A.
11i r% 4 _
1. Project Name: Old Salisbury Road Sewer
2. Location of land -disturbing activity: County Davidson City or Township Lexington
Highway/Street Old Salisbury Road, Park Drive
Latitude 35.78° N Longitude 80.32° W
3. Approximate date land -disturbing activity will commence: June, 2015
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Municipal
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas) 2.8 acres
6. Amount of fee enclosed: $195.00 The application fee of $65.00 per acre (rounded up to the next acre)
is assessed without a ceiling amount (Example: a 9 -acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name John C. Grey, PE E-mail Address igrey(c�thewootencompany.com
Telephone [phone] Cell # N/A Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
City of Lexington
Name
28 W Center St
Current Mailing Address
Lexington NC 27292
City State Zip
336-248-3910 336-243-7371
Telephone Fax Number
28 W Center St
Current Street Address
Lexington NC 27292
City State Zip
10. Deed Book No. N/A Page No. N/A Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Davidson County
Name
PO Box 1067
Current Mailing Address
Lexington NC 27293
City State Zip
robert.hyatt(cDdavidsoncountync.gov
E-mail Address
913 Greensboro Street, Suite 401
Current Street Address
Lexington NC 27292
City State Zip
Telephone [phone] Fax Number 336-248-8440

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
N/A
Name E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
N/A
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Robert Hyatt Manager
Type or rint Title or Authority
Signat re Date
I, I ��%- �' f"►� �s a Notary Public of the County of J41VA' 507
State of North Carolina, hereby certify that �O ix✓�' C - �A7t+ appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my, 4i�M Md'fflptarial seal,
this 23M� day of , 20 e5,
Notary
My commission expires 3 '6- 1,ot5

9. Landowner(s) of Recordreontinued):
NCDOT
Name
1503 Mail Service Center
Current Mailing Address
919-733-2520
Telephone Fax Number
1 South Wilmington Street
Current Street Address
Raleigh NC 27699 Raleigh NC 27611
City State Zip City State Zip

ENGINEERING
P L A N N I N G
ARCHITECTURE
350 North Cox Street Suite 26
Asheboro NC 27203
336.626.5322
fax [phone]
*.r
March 11, 2015
Mathew Gantt, PE, Supervisor
NCDENR LQS
450 West Hanes Mill Road
Suite 300
Winston-Salem NC 27105
Subject: Erosion & Sedimentation Control Permit
Davidson County
Old Salisbury Road Sewer
TWC No.: 3097-F
Dear Mr. Gantt:
RECEIVED
N.C. Dept. of ENR
MAR 12 2015
Winston-Salem
Regional office
On behalf of the Davidson County, we are enclosing the following for the Old Salisbury
Road Sewer Project:
• Three Financial Responsibility/Ownership Forms
• Three sets of complete drawings
• Three sets applicable specifications (Sections 01100, 01500, 02230, 02315,
02370, 02920)
• Three sets of design calculations with erosion control narrative
• One check for $195.00
Please review the submittal package and contact me if you have questions or require
additional information.
Sincerely,
THE WOOTEN COMPANY
/' C-__ ­5�_
John C. Grey, PE
Project Manager
/aik
Enclosures
cc: Dwayne Childress, Davidson County

DAVIDSON COUNTY Dl -NORTH CAROLINAP CHECK No�
DATE T I ON
CP

Erosion Control Narrative
Davidson County
Old Salisbury Road Sewer
February 2015
Location
C.ED
Dept• Of ENR
E MAR 12 201..5
Winston-Salem
Regional office
The County of Davidson's Old Salisbury Road Sewer project is located within the
Davidson County, southwest of the City of Lexington along Old Salisbury Road. This
project proposes to install an 8 -inch gravity sewer line to convey wastewater from a
proposed business.
Topography within the project area is generally flat to moderate slope, sloping
between 0-15%. Man made drainage features such as canals and roadside ditches collect
and remove runoff.
Soils within the project area consist of primarily Chewacla loam, Mecklenburg
loam, Mecklenburg clay loam and Sedgefield sandy loam. These soils exhibit a high
permeability and are well drained to moderately well drained.
In addition, smaller areas of Davidson loam and Mecklenburg loam soils exist
within the project area. All exhibit moderate to high permeability with the all being well
drained.
Description
This project consists of approximately 3,000 linear feet of new 8 -inch gravity
sewer main and manholes. Mains are proposed both within utility easements and along
the shoulders of existing roads within NC DOT rights-of-way.
Erosion Control
Construction activities will consist largely of trenching operations in order to
install buried utility pipelines. Spoil from trenching operations is to be placed on the
upslope side of the trench to divert runoff. Spoil however is not to be placed where it
will block natural drainage outlets. All disturbed areas are to be seeded within 15 days of
disturbance.
Where lines are to be constructed along existing roads, the line is generally
located between 5 and 10 feet from the edge of the road surface or within the road
surface. The area within which construction will take place, the land slopes either toward
drainage ditches paralleling the road or away from the road toward natural drainage
outlets. In locations where disturbed areas slope toward road side drainage ditches, rock
check dams will be used to reduce the velocity of flow along the ditches. Reducing the
Davidson County
EC Narrative

velocity of flow in the ditches will aid in stabilization by the reestablishment of
vegetation. Rock check dams will also serve to prevent sediment from being carried
outside of the limits of construction. Sediment which collects behind rock check dams
will be removed periodically. Once the ditch banks are re-established the check dams will
be removed.
All defined drainage channels that will be disturbed have been examined to
determine the required means of re -stabilization. Calculations did not indicate that
velocities greater than two feet per second will be experienced for any section of ditch.
As a result, no temporary erosion control matting is anticipated to stabilize the ditch in
this project. Stream buffers have been calculated and no disturbance will take place
within these buffers.
Silt fence will also be utilized to prevent sediment from being carried outside the
construction limits and deposited into adjacent drainage ways. A maximum of'/ acre of
disturbed area will be treated per one hundred feet of silt fence. At low points along the
length of the silt fence, stone outlets will be installed to allow the controlled release of
stormwater that collects behind the silt fence. Sediment deposited behind silt fence and
stone outlets will be respread over the disturbed areas periodically.
All erosion control devices will remain in service until the area served by each
device or group of devices has been stabilized and the grass is growing vigorously.
Self -inspections will be performed, in accordance with NCDENR guidelines, at
the completion of each of the following phases of construction:
- Installation of perimeter erosion control and sediment control measures
- Clearing and grubbing of existing groundcover
- Installation of proposed utilities
- Completion of construction
- Establishment of permanent ground cover
Davidson County 2
EC Narrative

`,,
Location
Erosion Control Narrative
Davidson County
Old Salisbury Road Sewer
February 2015
The County of Davidson's Old Salisbury Road Sewer project is located within the
Davidson County, southwest of the City of Lexington along Old Salisbury Road. This
project proposes to install an 8 -inch gravity sewer line to convey wastewater from a
proposed business.
Topography within the project area is generally flat to moderate slope, sloping
between 0-15%. Man made drainage features such as canals and roadside ditches collect
and remove runoff.
Soils within the project area consist of primarily Chewacla loam, Mecklenburg
loam, Mecklenburg clay loam and Sedgefield sandy loam. These soils exhibit a high
permeability and are well drained to moderately well drained.
In addition, smaller areas of Davidson loam and Mecklenburg loam soils exist
within the project area. All exhibit moderate to high permeability with the all being well
drained.
Description
This project consists of approximately 3,000 linear feet of new 8 -inch gravity
sewer main and manholes. Mains are proposed both within utility easements and along
the shoulders of existing roads within NC DOT rights-of-way.
Erosion Control
Construction activities will consist largely of trenching operations in order to
install buried utility pipelines. Spoil from trenching operations is to be placed on the
upslope side of the trench to divert runoff. Spoil however is not to be placed where it
will block natural drainage outlets. All disturbed areas are to be seeded within 15 days of
disturbance.
Where lines are to be constructed along existing roads, the line is generally
located between 5 and 10 feet from the edge of the road surface or within the road
surface. The area within which construction will take place, the land slopes either toward
drainage ditches paralleling the road or away from the road toward natural drainage
outlets. In locations where disturbed areas slope toward road side drainage ditches, rock
check dams will be used to reduce the velocity of flow along the ditches. Reducing the
Davidson County
EC Narrative

velocity of flow in the ditches will aid in stabilization by the reestablishment of
vegetation. Rock check dams will also serve to prevent sediment from being carried
outside of the limits of construction. Sediment which collects behind rock check dams
will be removed periodically. Once the ditch banks are re-established the check dams will
be removed.
All defined drainage channels that will be disturbed have been examined to
determine the required means of re -stabilization. Calculations did not indicate that
velocities greater than two feet per second will be experienced for any section of ditch.
As a result, no temporary erosion control matting is anticipated to stabilize the ditch in
this project. Stream buffers have been calculated and no disturbance will take place
within these buffers.
Silt fence will also be utilized to prevent sediment from being carried outside the
construction limits and deposited into adjacent drainage ways. A maximum of % acre of
disturbed area will be treated per one hundred feet of silt fence. At low points along the
length of the silt fence, stone outlets will be installed to allow the controlled release of
stormwater that collects behind the silt fence. Sediment deposited behind silt fence and
stone outlets will be respread over the disturbed areas periodically.
All erosion control devices will remain in service until the area served by each
device or group of devices has been stabilized and the grass is growing vigorously.
Self -inspections will be performed, in accordance with NCDENR guidelines, at
the completion of each of the following phases of construction:
- Installation of perimeter erosion control and sediment control measures
- Clearing and grubbing of existing groundcover
- Installation of proposed utilities
- Completion of construction
- Establishment of permanent ground cover
Davidson County 2
EC Narrative

Erosion Control Narrative
Davidson County
Old Salisbury Road Sewer
February 2015
Location
1..
The County of Davidson's Old Salisbury Road Sewer project is located within the
Davidson County, southwest of the City of Lexington along Old Salisbury Road. This
project proposes to install an 8 -inch gravity sewer line to convey wastewater from a
proposed business.
Topography within the project area is generally flat to moderate slope, sloping
between 0-15%. Man made drainage features such as canals and roadside ditches collect
and remove runoff.
Soils within the project area consist of primarily Chewacla loam, Mecklenburg
loam, Mecklenburg clay loam and Sedgefield sandy loam. These soils exhibit a high
permeability and are well drained to moderately well drained.
In addition, smaller areas of Davidson loam and Mecklenburg loam soils exist
within the project area. All exhibit moderate to high permeability with the all being well
drained.
Description
This project consists of approximately 3,000 linear feet of new 8 -inch gravity
sewer main and manholes. Mains are proposed both within utility easements and along
the shoulders of existing roads within NC DOT rights-of-way.
Erosion Control
Construction activities will consist largely of trenching operations in order to
install buried utility pipelines. Spoil from trenching operations is to be placed on the
upslope side of the trench to divert runoff. Spoil however is not to be placed where it
will block natural drainage outlets. All disturbed areas are to be seeded within 15 days of
disturbance.
Where lines are to be constructed along existing roads, the line is generally
located between 5 and 10 feet from the edge of the road surface or within the road
surface. The area within which construction will take place, the land slopes either toward
drainage ditches paralleling the road or away from the road toward natural drainage
outlets. In locations where disturbed areas slope toward road side drainage ditches, rock
check dams will be used to reduce the velocity of flow along the ditches. Reducing the
Davidson County
EC Narrative

..i '"W
velocity of flow in the ditches will aid in stabilization by the reestablishment of
vegetation. Rock check dams will also serve to prevent sediment from being carried
outside of the limits of construction. Sediment which collects behind rock check dams
will be removed periodically. Once the ditch banks are re-established the check dams will
be removed.
All defined drainage channels that will be disturbed have been examined to
determine the required means of re -stabilization. Calculations did not indicate that
velocities greater than two feet per second will be experienced for any section of ditch.
As a result, no temporary erosion control matting is anticipated to stabilize the ditch in
this project. Stream buffers have been calculated and no disturbance will take place
within these buffers.
Silt fence will also be utilized to prevent sediment from being carried outside the
construction limits and deposited into adjacent drainage ways. A maximum of'/ acre of
disturbed area will be treated per one hundred feet of silt fence. At low points along the
length of the silt fence, stone outlets will be installed to allow the controlled release of
stormwater that collects behind the silt fence. Sediment deposited behind silt fence and
stone outlets will be respread over the disturbed areas periodically.
All erosion control devices will remain in service until the area served by each
device or group of devices has been stabilized and the grass is growing vigorously.
Self -inspections will be performed, in accordance with NCDENR guidelines, at
the completion of each of the following phases of construction:
- Installation of perimeter erosion control and sediment control measures
- Clearing and grubbing of existing groundcover
- Installation of proposed utilities
- Completion of construction
- Establishment of permanent ground cover
Davidson County 2
EC Narrative

NOW I..
Erosion Control Summary
Old Salisbury Road Sewer
TWC # 3097-F
2/17/2015
Disturbed Area
Line Work
Length
Width
Areasf
Area Acres
Sheet 1
Permanent Easement
1,300
20
26,000
0.6
Temp Esmt
1,245
20
24,900
0.6
Sheet 2
Perm and Temp Esmt
1 000
40
40,000
0.9
Sheet 3
Permanent Easement
790
20
15,800
0.4
Temp Esmt
715
20
14,300
0.3
Total
121,000
2.8
Total Disturbed area 2.8 acres
150217-3097 F Davidson Co—Old Salisbury_ EC Design-rsf.xls

DITCH CALCULATIONS
Old Salisbury Road Sewer
Mar 11, 2015
" Revised to include C value data
Region: Greensboro
Cross -Sect Area A = Zd^2
Top Width T = 2dZ
Trianqular Shape Channel Hydraulic Radius R=Zd/2(Z^2 +1)^1/2
Z=e/d n is based on Curve D from Fig 8.05c in EC Manual
Trapezoidal -Shape Channel
Z=e/d Cross -Sect Area A=bd + Zd^2 n is based on Curve D from Fiq 8.05c in EC Manual
Top Width T = b + 2dZ
Hydraulic Radius R=(bd + Zd^2)/b + 2d(ZA2 +1)
step 1
Ditch Location
Ditch
d
b
Z S
A
R n
V
Q
A drain C
I Qq re 'd =
Type
ft
ft
f ift
sq ft
ft
fps
cfs
acres
in/hr cfs Comments
Sheet
Ditch, Sta 9+50
trian
0.72
0
6.30 0.008
3.2659
0.36 0.047
1.42
4.65
2.26 0.30
6.85 4.65 V<2 fps No Maffj�ng required
Sheet
Ditch, Sta 9+50
trian
0.82
0
2.89 0.0352
1.9338
0.39 0.046
3.22
6.24
3.04 0.30
6.85 6.24 2 fps<V<5 fps Temp Liner Re 'd
C value is based on Table 8.03a in EC Manual
150217-3097 F Davidson Co Old Salisbury_ EC Design-rsf.xls

TRACTIVE FORCE CALCULATION
Old Salisbury Road Sewer
Mar 11, 2015
Determining Shear Stress: T=yds
T: shear stress in Ib/ft`
y: unit weight of water, 62.4 Ib/ft'
d: flow depth in ft
s: channel gradient in ft/ft
Td: Permissible shear stress
Ditch Loation Ditch T e d fts ft/ftT Ib/ft
Sheet 3
Ditch, Sta 9+50 triangular 0.82 0.0352 1.80
Td = 2.00 for Synthetic Matt
1.55 for Curled Wood Mat
1.45 for Straw with net
150217-3097 F Davidson Co—Old Salisbury_ EC Design-rsf.xls

RECEIVED
SECTION 01100 N.C. Dept. of ENR
MAR 12 2015
SUMMARY OF WORK _
Winston-Salem
Regional Office
PART GENERAL
1.01 WORK COVERED BY CONTRACT DOCUMENTS
A. Work described in this Project Manual includes the provision of labor, materials,
equipment, and services required to complete the Old Salisbury Road Sewer project
for Davidson County, North Carolina.
1.02 CONTRACTS
A. Project construction will be let under one Contract with construction including, but
not limited to, the following major work items:
1.03 WORK SEQUENCE
A. Contractor is responsible for all bypass pumping required to construct the project as
shown. Construction activities that interfere with normal operation of existing
facilities shall be specifically noted on construction schedule. For each of these
activities provide a detailed construction sequence showing the bypass pumping
arrangement.
B. Indicate switchovers and cut -ins between new work and existing facility on the
construction schedule. Submit proposed date for switchover in writing to Engineer
and Owner a minimum of seven (7) days and again 24 -hours in advance of actual
field work. Owner shall have the right to delay Work due to operational
requirements, without additional cost to Owner.
C. Perform switchovers and cut -ins during low flow periods at the facility. This shall
normally require night / weekend operations by Contractor at no additional
compensation.
1.04 CONTRACTOR USE OF SITE
A. Work is located within Rights-of-way of the NC Department of Transportation.
Requirements of the owners of the rights-of-way must be complied with and
specifically as required in the permits attached to Section, Supplementary General
Conditions.
B. Only Owner's right to perform construction and maintenance operations with its own
forces and to employ separate contractors on portions of the Project limits
contractor's use of site during the construction period. Work at the Project site by
Owner will be coordinated with the Contractor.
C. Contractor shall provide his own staging area as necessary for his Work.
D. Contractor's use of the site during the construction period may be limited by Owner's
necessity to operate the existing facilities.
1.05 WORK BY OWNER
PART2 PRODUCTS
Not Used
3097-F : 01/26/15 01100-1 Summary of Work

PART 3 EXECUTION
Not Used
END OF SECTION
Summary of Work 01100-2 3097-F: 01/26/15

0
..r
SECTION 01500
TEMPORARY FACILITIES AND CONTROLS
PART GENERAL
1.01 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, telephone service, water, and sanitary
facilities.
B. Work on public right-of-way.
C. Traffic control.
D. Temporary Controls: Barriers, enclosures and fencing, water control, dust control,
erosion and sediment control, and protection of the work.
E. Construction Facilities: Access roads, parking, progress cleaning, project signage,
and field offices.
1.02 TEMPORARY UTILITIES
A. Electricity
1. Provide and pay for required power service for construction from Utility source.
B. Lighting
1. Provide and maintain lighting for construction operations as required by
Contractor.
2. Provide and maintain lighting to exterior staging and storage areas after dark
for security purposes as required by Contractor.
C. Telephone Service
1. Provide, maintain and pay for telephone service to field office as required by
Contractor.
D. Water
1. Provide, maintain, and pay for suitable quality water, including any necessary
service(s) required for construction operations. Exercise measures to conserve
water during construction.
E. Sanitary Facilities
1. Provide and maintain required facilities and enclosures as necessary to comply
with the laws and ordinances of the authority having jurisdiction and the State of
North Carolina.
2. General Contractor shall provide the above sanitary facilities for all contractors,
sub -contractors, Owner and Engineer at the Project Site.
3. Existing facilities shall not be used.
1.03 WORK ON PUBLIC RIGHTS-OF-WAY
A. Work on this Project is along rights-of-way under jurisdiction of the following N.C.
Department of Transportation (NC DOT) office and Owner:
1. Work in Davidson County:
2. Division 9, District 1
3. Chris Corriher, PE, District Engineer
4. 4770 South Main Street
Salisbury NC 27127
3097-F: 01/27/15 01500-1 Temporary Facilities

B. Work shall comply with requirements of the Encroachment Agreement(s) and
Driveway Permit as attached to Project Supplementary Conditions.
C. Post Bonds as required by Encroachment Agreement.
D. Prior to start of Work notify the Office of the N.C. Department of Transportation as
indicated in the encroachment agreement and driveway permit. Also notify the
Owner.
E. Work shall conform to the requirements and be subject to the approval of the above
agency(ies).
F. Submit letter to the above District Engineer(s) when work is complete as required by
the Encroachment Agreement.
G. Submit letter of approval for completed Work from the above agency(ies) with Final
Payment Request.
H. Clean rights-of-way as work progresses and daily.
I. Power broom existing pavement as work progresses.
J. Work shall be in accordance with the latest edition of the N.C. Division of Highways,
"Policies and Procedures for Accommodating Utilities on Highway Right -of -Way."
K. Consult with the above agency(ies) in establishing public thoroughfares to be used
for haul routes and site access.
L. Confine construction traffic to designated haul routes.
M. Provide traffic control along haul routes to regulate traffic and to minimize
interference with public.
N. Provide and maintain access to fire hydrants, free of obstructions.
1.04 TRAFFIC CONTROL
A. On public and private road rights-of-way provide traffic control devices when
construction encroaches within the right-of-way. Devices shall include, but not be
limited to, cones, drums, flares, warning signs, temporary pavement marking,
warning lights, and flagman.
B. Traffic control devices shall provide the following:
1. Protection of motorists, pedestrians and workers from accident hazards.
2. Advance public information of proposed work sites.
3. Establishment of an orderly and safe flow of traffic and to minimize traffic
congestion.
4. Provision of access for emergency vehicles.
C. Traffic control devices shall be used in accordance with the latest edition of the NC
DOT "Manual on Uniform Traffic Control Devices for Streets and Highways
(MUTCD)."
D. Provide personnel trained in traffic control.
1.05 TEMPORARY CONTROLS
A. General
1. Temporary controls shall be the responsibility of each Contractor for their
respective work unless noted otherwise.
Temporary Facilities 01500-2 3097-F: 01/27/15

"NAW Nftw
B. Barriers
1. Provide barriers to prevent unauthorized entry to construction areas for the
safety of the public, the protection of the work, and to protect existing facilities
and adjacent properties from damage from construction operations.
2. Provide protection for plant life designated to remain. Replace damaged plant
life.
3. Protect vehicular traffic, stored materials, site, and structures from damage.
C. Water Control
1. Grade site to drain. Provide, operate, and maintain pumping equipment to
maintain excavations free of water.
2. Protect site from running water.
D. Dust Control
1. Execute Work by methods designed to minimize raising dust from construction
operations.
2. Provide positive means to prevent airborne dust from dispersing into
atmosphere.
E. Erosion and Sediment Control
1. Provide Erosion and Sediment Control as indicated on the Drawings and
specified in Section, Erosion Control.
F. Protection of Installed Work
1. Protect installed Work and provide special protection where specified in
individual specification Sections.
2. Provide temporary and removable protection for installed Products. Control
activity in immediate work area to minimize damage.
3. Prohibit traffic from landscaped areas.
1.06 CONSTRUCTION FACILITIES
A. General
1. Construction facilities shall be the responsibility of each Contractor for their
respective work unless noted otherwise.
B. Access Roads
1. Contractor shall construct and maintain temporary drives as necessary to
access public thoroughfares and existing drives to serve the construction area.
2. Provide means of removing mud from vehicle wheels before entering streets.
C. Parking
1. When site space is not adequate, arrange for temporary off site surface parking
areas to accommodate construction personnel.
2. Do not allow vehicle parking in existing right-of-way or to block existing drives.
3. Do not allow vehicle parking on private property without prior approval.
D. Progress Cleaning
1. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a
clean and orderly condition.
2. Remove waste materials, debris, and rubbish from site periodically and dispose
off site.
E. Project Signage
1. Contractor shall provide project sign of exterior grade plywood and wood frame
construction, painted, with exhibit lettering by professional sign painter. Submit
3097-F: 01/27/15 01500-3 Temporary Facilities

... 'NWA►
layout based on example in Supplementary General Conditions, to Engineer for
approval.
2. List title of Project, name of Owner, Engineer, and Contractor.
3. Erect on site at location established by Engineer.
4. No other signs are allowed, without Owner's permission, except those required
by law.
1.07 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary above grade or buried utilities, equipment, facilities, and
materials, prior to Final Inspection.
B. Clean and repair damage caused by installation or use of temporary work.
C. Restore existing facilities used during construction to original condition. Restore
permanent facilities used during construction to specified condition.
PART2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
Temporary Facilities 01500-4 3097-F: 01/27/15

SECTION 02230
CLEARING AND GRUBBING
PART GENERAL
1.01 SECTION INCLUDES
'%W
A. Work shall include, but not be limited, to the following:
1. Access roads.
2. Clearing and grubbing.
3. Removal of surface debris.
4. Demolition and removal of existing paving and structures.
5. Temporary and permanent ground cover.
1.02 RELATED SECTIONS
A. The following Sections have work that is directly related to this Section. This does
not relieve the Contractor of his responsibility of proper coordination of all the work:
1. Section 02370 Erosion Control
2. Section 02920 Lawns and Grasses.
1.03 WARRANTY AND FINES
A. Contractor is liable for damages to public and private property and fines as may be
placed on the Project by the governing agencies due to failure to provide adequate
erosion control devices.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.01 PROTECTION
A. Take reasonable care during construction to avoid damage to vegetation outside of
the construction limits. Temporarily tie back ornamental shrubbery and tree
branches, where appropriate, to minimize damage. Trees that receive damage to
branches shall be trimmed of those branches to improve the appearance of the tree.
Treat tree trunks damaged by equipment with a tree dressing.
B. Locate and protect property corners and survey control stakes prior to start of
clearing operations.
C. Provide temporary gates and fences as necessary to prevent unauthorized vehicular
access to the site.
D. Mark clearing limits.
E. Refer to paragraph 4.04 of the General Conditions and 4.04.A.2 of the
Supplementary Conditions concerning the protection of Underground Facilities.
3097-F: 01/27/15 02230-1 Clearing and Grubbing

MW ..r
3.02 INSTALL EROSION CONTROL DEVICES
A. Clear areas required to install erosion control devices, which shall be in place and
operational prior to other land disturbing activity. Install erosion control devices in
accordance with Section, Erosion Control.
3.03 BORROW AND DISPOSAL AREAS
A. Obtain and pay for erosion control permit for borrow and disposal areas as required
by Contractor.
B. Install and maintain erosion control devices in accordance with Contractor's
approved plan.
3.04 CLEARING AND GRUBBING
A. Clear total width of permanent easement. Clear within temporary construction
easement only as necessary for construction.
B. Grub within the permanent easement only as necessary for the installation of the
work. Do not grub within the temporary construction easement.
C. Clear and grub area within the construction limit and easements unless noted
otherwise.
D. Clearing shall consist of cutting and removal of vegetation to the existing ground
surface and removal of debris. Debris shall include, but not be limited to, fences,
steps, walls, chimneys, footings, foundation slabs, basements, signs, junked
vehicles, and other rubble.
E. Grubbing shall consist of the removal of roots over 3 inches in diameter, matted
roots, stumps, and other vegetable matter to 12 inches below existing grade.
F. Do not precede grading operation by grubbing operation by more than seven days.
G. When the depth of embankment exceeds 6 feet, cut sound stumps off at the existing
ground level and do not grub. Remove decayed stumps to a depth of approximately
2 feet below the existing grade.
H. Fill holes and depressions and bring cleared and grubbed area to a uniform contour
to match existing grade. Provide positive drainage.
Remove and properly dispose of cleared and grubbed material from the site. Make
reasonable effort to channel timber resulting from clearing operations into a
beneficial use.
J. Burning shall not be permitted at the site.
K. Burning of combustible materials is permitted provided required permits and
approvals are obtained from local authorities. Locate burning to prevent damage to
vegetation or improvements to remain. Attend materials until fire has been
extinguished.
END OF SECTION
Clearing and Grubbing 02230-2 3097-F: 01/27/15

SECTION 02315
TRENCHING FOR UTILITIES
PART GENERAL
1.01 SCOPE
,%r
A. Provide labor, equipment, and material to perform required excavating, backfilling,
and compacting for utilities and related structures as specified herein and indicated
on the Drawings. Work shall include, but not be limited to, the following:
1. Survey staking as required for construction.
2. Protection of existing improvements.
3. Location of installed utilities.
4. Use of explosives.
5. Dewatering.
6. Excavating, backfilling, and compacting for utilities.
7. Installation of electronic marker balls.
8. Installation of warning / identification tape and tracer wire.
9. Borrow material.
10. Disposal of surplus material.
1.02 RELATED SECTIONS
A. The following Sections have work that is directly related to this Section. This does
not relieve the Contractor of his responsibility of proper coordination of all the work:
1. Section 02230 Clearing and Grubbing
2. Section 02370 Erosion Control
3. Section 02510 Water Distribution System
4. Section 02530 Sanitary Sewer System
5. Section 02920 Lawns and Grasses
1.03 MEASUREMENT AND PAYMENT
A. Include work specified in this Section in the lump sum or unit price cost for the utility
installation as appropriate unless specifically specified elsewhere in the
specifications.
B. The following work shall be paid by the unit price as indicated in the Bid Form:
1. Undercut of unstable soils: Cu Yd
2. Rock excavation: Cu Yd
C. Take measurements for determination of unit price quantities in the presence of the
Engineer. Maintain daily log sheets of measured quantities. Log sheets must be
signed by Engineer and submitted with payment request. Payment shall not be
made for unit price quantities that have not been field verified by the Engineer.
Measurement shall be based on the actual quantities removed but not exceeding
the maximum trench dimensions as specified herein.
D. Payment for the unit price items shall be for all labor, materials, equipment, and
services required or reasonably implied by the Contract Documents and shall
include, but not be limited to, the following:
1. Undercut of unstable soils: Complete removal and disposal of undercut material
including, but not limited to, excavating, loading, hauling, and properly
disposing of excavated material. Providing Class I material for backfilling shall
3097-F: 01/27/15 02315-1 Trenching for Utilities

%NW
VWr
include, but not be limited to, material, loading, hauling, placing and compacting
in accordance with these specifications.
2. Rock excavation: Complete removal and disposal of excavated rock material
including, but not limited to, drilling, blasting, excavating, loading, hauling, and
properly disposing of excavated material. Rock excavation for manholes shall
be paid for on the maximum basis of 1 -foot greater diameter than the outside
diameter of the manhole and to a depth of 1 foot greater than the bottom of the
manhole. Providing Class I material for backfilling shall include, but not be
limited to, material, loading, hauling, placing and compacting in accordance with
these specifications.
1.04 REFERENCED STANDARDS
A. The latest revision, at the time of bidding, of the publications listed below form a part
of this specification to the extent referenced. The publications are referred to in the
text by basic designation only.
1. N.C. Department of Transportation - Standard Specifications for Roads and
Structures (NCDOT).
2. American Society of Testing Materials (ASTM)
a. D698 Moisture -Density Relations of Soils and Soil -Aggregate Mixtures
Using 5.5 -lb (2.49 Kg) Rammer and 12 -inch Drop (Standard
Proctor).
b. D1556 Density of Soil in Place by the Sand -Cone Method.
c. D1586 Penetration Test and Spilt -Barrel Sampling of Soils.
d. D2049 Test for Relative Density of Cohesionless Soils.
e. D2216 Laboratory Determination of Water (Moisture) Content of Soil,
Rock, and Soil -Aggregate Mixtures.
f. D2487 Classification of Soils for Engineering Purposes.
3. Uni-Bell PVC Pipe Association
a. B-5-89 Recommended Practice for the Installation of Polyvinyl Chloride
(PVC) Sewer Pipe.
1.05 DEFINITIONS
A. Backfill: A specified material used in filling the excavated trench and placed at a
specified degree of compaction.
1. Materials: Materials listed herein include processed materials plus the soil
classifications listed under the Unified Soil Classification System, (USCS)
(Method D2487 and Practice D2488). The soil materials are grouped into five
broad categories according to their suitability for this application.
a. Class I: Angular, 6 to 40 -mm (1/4 to 1 -1/2 -in), graded stone, including a
number of fill materials that have regional significance such as coral, slag,
cinders, crushed stone, and crushed shell.
b. Class II: Coarse sands and gravels with maximum particle size of 40 mm
(1-1/2 in.), including various graded sands and gravels containing small
percentages of fines, generally granular and noncohesive, either wet or
dry. Soil Types GW, GP, SW, and SP are included in this class.
c. Class III: Fine sand and clayey gravels, including fine sands, sand -clay
mixtures, and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are
included in this class.
d. Class IV: Silt, silty clays, and clays, including inorganic clays and silts of
medium to high plasticity and liquid limits. Soil Types MH, ML, CH and CL
are included in this class. These materials shall not be used for bedding,
haunching, or initial backfill.
Trenching for Utilities 02315-2 3097-F: 01/27/15

v 4W
e. Class V: This class includes the organic soils OL, OH, and PT as well as
soils containing frozen earth, debris, rock larger than 40 mm (1 1/2 in.) in
diameter, and other foreign materials. These materials shall not be used for
bedding, haunching, or initial backfill.
2. Backfill Zones: Each backfill zone shall extend the full width of the trench
bottom.
a. Foundation: Extending down from the bottom of bedding zone as defined
below.
b. Pipe Embedment
1) Bedding: Extending from 4 inches below the pipe bottom to the pipe
bottom for 30 -inch diameter and smaller and 6 inches below the pipe
bottom for pipes larger than 30 inches in diameter.
2) Haunching: Extending from the bedding (bottom of the pipe) to the
pipe spring line.
3) Initial Backfill: Extending from the haunching (pipe spring line) to 1 foot
above the top of the pipe.
c. Final Backfill: Extending from the initial backfill to the finish ground
elevation.
B. Laying Conditions:
1. Type 1: Flat bottom trench with loose backfill.
2. Type 2: Flat bottom trench with backfill lightly consolidated to centerline of pipe.
3. Type 3: Pipe bedded in 4 inches minimum of loose soil and backfill lightly
consolidated to top of pipe.
4. Type 4: Pipe bedded on Class I material to 1/8 pipe diameter (4 inch minimum)
Backfill compacted to top of pipe a minimum of 80 percent of standard proctor.
5. Type 5: Pipe bedded in compacted Class I material to pipe centerline with 4 -
inch minimum under pipe. Backfill to top of pipe with Class I, II, or III and
compact to 90 percent of standard proctor.
C. Compaction: Process of mechanically stabilizing a material by increasing its density
at a controlled moisture condition. "Degree of compaction" shall be expressed as a
percentage of the maximum dry density obtained by the test procedure presented in
ASTM D698 (Standard Proctor).
D. Excavation: The removal of soil or rock to obtain a specified depth or elevation.
E. Hard Material: Solid, homogeneous material which is not included in the definition of
"rock" but which may require the use of heavy excavation equipment with ripper
teeth. Amount must exceed 1 cubic yard in volume. Material having a standard
penetration resistance as determined by ASTM D1586 between 60 and 150 blows
per foot is defined as "hard material."
F. Lift: Layer of soil placed on top of a previously prepared or placed soil.
G. Rock: Solid, homogeneous material which cannot be removed without the
systematic drilling and blasting exceeding 1 cubic yard in volume. Material having a
standard penetration resistance as determined by ASTM D1586 greater than 150
blows per foot is defined as "rock." Removal of "hard material' will not be
considered rock excavation because of intermittent drilling and blasting that is
performed merely to increase production.
H. Pipe Springline: A line running horizontally through the center of the pipe.
I. Topsoil: Natural, friable soil, representative of productive soils in the vicinity of the
site. Topsoil shall be free from roots, stones larger than 1 inch, objectionable weed
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seeds, toxic substances, and materials that hinder grading, planting, and
maintenance operations.
1.06 SUBMITTALS
A. Submit the following in accordance with Section, Submittal Procedures:
1. Catalog Data: Submit manufacturer's standard drawings or catalog cuts for the
following. Clearly indicate equipment to be furnished for the Project including
options to be provided.
a. Warning / Identification tape.
PART2 PRODUCTS
2.01 STONE
A. Class I material shall be #67 or #78M stone in accordance with NCDOT
specifications Section 1005, General Requirements for Aggregate.
2.02 WARNING AND IDENTIFICATION TAPE
A. Tape shall be a minimum 3 -inch wide polyethylene plastic tape manufactured
specifically for identification
of buried utilities with means of enabling detection by a
metal detector to a minimum depth of 3 feet. Tape shall be color coded and
continuously imprinted with warning and identification markings in bold black letters
to read "CAUTION
- BURIED (utility) LINE BELOW." Color and printing shall be
permanent, unaffected by moisture or soil and shall be as follows:
Utility
Color Marking
1. Water
Blue Caution - Buried Water Line Below
2. Gravity Sewer
Green Caution - Buried Sewer Line Below
3. Force Main
Green Caution - Buried Force Main Below
4. Electric
Red Caution - Buried Electric Line Below
5. Gas
Yellow Caution - Buried Gas Line Below
6. Telephone
Orange Caution - Buried Telephone Line Below
7. SCADA
Orange Caution - Buried SCADA Line Below
B. Tape shall be by
Blackburn Manufacturing, Joseph G. Pollard Co., or Reef
Industries Inc.
2.03 TRACER WIRE
A. Tracer wire shall be #12 solid copper wire. All connections shall be by wire nuts and
taped.
B. Splices in tracer wire are to be kept to a minimum and joined with copper split nuts
of appropriate size.
PART 3 EXECUTION
3.01 PROJECT SAFETY
A. Contractor is responsible for Project safety.
B. Perform work in conformance with applicable State and Federal safety regulations
including, but not limited, to the following:
1. North Carolina Safety and Health Standards for the Construction Industry
(29CFR 1926 Subpart P).
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2. NC OSHA Industry Guide No. 14, Excavations.
3. NC OSHA Industry Guide No. 20, Crane Safety.
C. Provide barriers, warning lights, and other protective devices at excavations as
necessary for safety of workers and the public.
D. Provide sloping of bank, shoring, sheeting, or other means of maintaining the
stability of the trench in accordance with the requirements of the Associated
Contractor's Manual of Accident Prevention OSHA, Part 1926.P.
3.02 PROTECTION OF UNDERGROUND FACILITIES
A. Refer to paragraph 4.04 of the General Conditions and SC -4.04.A.2 of the
Supplementary Conditions concerning the protection of Underground Facilities.
B. Approximate locations of existing underground facilities at the site are indicated on
the Drawings based on information available to the Engineer. Engineer and Owner
do not take responsibility for the accuracy of the information.
C. Investigate underground facility locations prior to the start of construction.
D. Repair damage to existing facilities at no additional cost to the Owner.
E. A change in conditions may be considered due to the location of the existing
facilities as allowed in the General Conditions. This does not include the cost for
repair of damaged facilities not properly located in advance of construction.
F. Separation distances shall be in accordance with utilities requirements.
3.03 CONSTRUCTION STAKING
A. Provide construction staking as indicated in paragraph 4.05 of the General
Conditions. Engineer will only provide key reference points and benchmarks.
B. Provide construction staking. Owner will provide key reference points and
benchmarks for construction, which in the Engineer's judgment are necessary to
enable Contractor to proceed with the Work. Contractor shall be responsible for
laying out the Work as necessary for construction. Contractor shall protect and
preserve the established reference points and property monuments.
C. Contractor shall report to Engineer whenever a reference point or property
monument is lost or destroyed or requires relocation because of necessary changes
in grades or locations. Contractor shall be responsible for the accurate replacement
or relocation of such reference points or property monuments by a registered
professional surveyor in the State of North Carolina.
3.04 LOCATION OF INSTALLED UTILITIES
A. Contractor shall be responsible for locating contract installed utilities as requested
by third parties proposing to dig in the contract area until the date that the entire
contract is recommended for final payment by Engineer to Owner.
3.05 WATER CONTROL
A. Prevent surface water from entering the trench.
B. When trench bottom is below the existing ground water table, install a dewatering
system to maintain water table 1 foot below trench bottom. Provide a man
experienced in dewatering work at the job site.
C. Maintain dewatering until backfilling has proceeded above the existing ground water
level.
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D. Dispose of water from dewatering operations in accordance with the North Carolina
Sedimentation Pollution Control Act.
3.06 USE OF EXPLOSIVES
A. Explosives may not be used on the Project.
B. Obtain required permits for blasting.
C. Store, handle, and use explosives in accordance with local and state regulations, or
in the absence of such, in accordance with the provisions of the "Manual of Accident
Prevention and Construction" of the Associated General Contractors of America,
Inc.
D. Conduct survey and document existing conditions of facilities prior to blasting.
Provide seismographic monitoring during progress of blasting operations.
E. Use explosives in such a way to minimize vibration to existing utilities and
structures.
F. Provide only experienced men for blasting in accordance with accepted practices.
G. Contractor is responsible for safety of life and damage to property resulting from the
use of explosives.
3.07 EXCAVATING
A. Excavation shall be by open cut, unless otherwise indicated on the Drawings or
specified herein. Short sections of trench may be tunneled or direct bored with the
approval of the Engineer.
B. Stockpile excavated material in such a manner that it will not obstruct the flow of
runoff, streams, endanger Work, impair the use or appearance of existing facilities,
or be detrimental to the completed Work.
C. Contractor shall segregate excavated material so as to maintain material suitable for
backfill separate from material that is unsuitable.
D. Trench dimensions at the pipe embedment and foundation zone unless noted
otherwise shall be as follows:
1. Minimum width: Pipe outside diameter plus 18 inches.
2. Maximum width: Pipe outside diameter plus 24 inches.
3. Sides shall be vertical to a minimum of one foot above the top of pipe.
E. Shape trench bedding to provide uniform bearing for the full pipe length. Bottom
shall be free of protrusions that could cause point loading on pipe. Provide bell holes
as required for properly making pipe joint.
F. Do not over excavate. Excavation below grade without approval of Engineer shall be
backfilled with Class I material at no additional cost.
G. Undercut soils that become unsatisfactory by construction activity or by being left
exposed to the weather and backfill with Class I material at no additional cost.
H. Remove shoring, bracing, and sheeting, unless otherwise noted, as the trench is
backfilled. Engineer shall have the authority to require that the sheeting be left in
place.
I. Excavation of trench shall not advance more than 200 feet ahead of the installation.
In no case should the excavation extend beyond that which can be backfilled by the
end of the workday.
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J. Correct unstable soil conditions encountered at trench foundation by one of the
following methods:
1. Excavate below grade as approved by Engineer and backfill with Class I
material or approved substitute material at unit price bid or the cost to be
included in pipe unit bid price as indicated in Section, Unit Prices.
2. Provide piling and / or timber cradles in a manner approved by the Engineer.
Payment will be made as a change to the Contract Price.
3. Provide concrete cradle or encasement of concrete at unit price bid or the cost
to be included in the lump sum price as indicated in Section, Unit Prices.
K. Rock and Hard Material
1. Excavate rock and hard material to a minimum depth of 4 inches below the pipe
for pipes smaller than 30 inches and 6 inches for pipes 30 inches and larger.
L. Pressure Lines:
1. Provide a minimum 3 feet of cover, unless indicated otherwise on the Drawings.
2. Excavate trenches to provide vertical curve chords that will not exceed the pipe
manufacturer's recommended joint deflection.
3. Provide concrete thrust blocks having a compressive strength of 3,000 psi at 28
days at change in horizontal and vertical direction and reduction in the pipe
size, unless other restraint systems are indicated otherwise on the Drawings.
Cut trench sides vertical and square to receive concrete. Provide bearing area
against trench wall as indicated on the Drawings.
M. Gravity Lines:
1. Excavate trench to the alignment and grade indicated on the Drawings.
N. Utility Structures: Provide a minimum of 12 inches below subgrade and backfill with
Class I compacted to 95 percent maximum density. If the soil conditions are found
to be unsuitable for structural stability of the manhole, Engineer may require
additional depth of Class I material.
3.08 BACKFILLING
A. Electronic marker balls shall be installed approximately 6 -inches over the point to be
located, and a minimum of 6 -inches from any metal objects. However, burial shall
not be less than 18 -inches nor more than 4 feet. Ball markers to be hand backfilled
to 1 foot above ball marker as to prevent movement or damage. Electronic marker
balls shall be installed at the following locations.
1. On ductile iron and PVC pipe water mains.
2. At a minimum of every one hundred linear feet directly over main line.
3. At bends 22-1/2 degrees and larger.
4. At capped or plugged ends if no blow -off assembly.
5. At tees over main line.
B. Weather Limitations: Proceed with backfill operations based on the following
weather conditions:
1. Temperature must be above freezing and rising.
2. In windy, hot, or and conditions with a high rate of evaporation add moisture to
the material to maintain the optimum moisture content.
3. Do not proceed in rain or on saturated subgrade.
4. Do not place material on surfaces that are muddy, frozen, or contain frost.
C. General
1. Maintain backfill operation within 200 feet from pipe laying operation.
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2. Backfill trench to existing ground surface with select excavated material at the
specified compaction.
3. If excavated material is unsuitable to obtain specified compaction, provide
suitable off-site borrow material for backfill.
4. Re -excavate trenches improperly compacted. Backfill and compact as
specified.
5. Provide appropriate tamping equipment, and water to obtain proper moisture
content, to achieve specified compaction of backfill.
6. Conduct operation of heavy equipment above pipe installation as to prevent
damage to pipe.
7. Install warning / identification tape over utilities. Bury tape one foot below
finished grade above the utility.
8. Install tracer wire for non-metallic pressure pipe. Bury tracer wire with pipe.
Wire shall be looped into valve boxes to allow access for direct contact location.
D. Backfill in pipe embedment zone (bedding, haunching, and initial backfill).
1. General:
a. Backfill with material as specified below. Material shall be free from objects
larger than 2 inches.
b. Where rock and hard material has been excavated below pipe bottom,
backfill and compact bedding with Class I material. Class II or III material
may be used for bedding with Engineer's approval.
c. Place backfill material to assure placement of material under pipe
haunches.
d. Take care during placement and compacting of material to avoid
movement of pipe.
2. Place backfill in bedding and haunching zones in 6 inch maximum lifts and
compact to 90 percent density. Place initial backfill in one lift do not compact.
Provide backfill material in pipe embedment zone as specified below.
a. Pressure Lines (Flexible and Rigid Pipe)
1) Excavation in Class I, Class II, and Class III soils suitable for bedding,
the bedding surface shall provide a firm foundation of uniform density.
Backfill with select excavated material.
2) Excavation in Class IV or Class V, running water, and other unstable
soil conditions, excavate a minimum of 4 inches below pipe bottom
and provide Class I material for bedding and haunch zone. Backfill with
Class I, II, or III material in initial backfill.
b. Gravity Sewer Lines, Rigid pipe (concrete and ductile iron)
1) Excavation in Class I, Class 11, Class III, and stable Class IV soils
suitable for bedding, the bedding surface shall provide a firm
foundation of uniform density. Backfill with select excavated material.
2) Excavation in Class V, unstable Class IV soils, running water, and
other unstable soil conditions, excavate a minimum of 4 inches below
pipe bottom and provide Class I material for bedding and haunch zone.
Backfill with Class I, 11, or III material in initial backfill.
3) Ductile Iron over 16 inch
i) Depth 0 - 12 feet: Type 2 laying conditions same as for pressure
pipe.
ii) Depth over 12 feet: Provide Class I material for bedding and 4
inches up from bottom of pipe.
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c. Gravity Sewer Lines, Flexible (PVC SDR 35)
1) Depth 0 to 14 ft: Provide Class I material for bedding and haunching.
Backfill with Class I, II, or III material in initial backfill.
2) Depth over 14 ft: Provide Class I material for bedding, haunching, and
initial backfill.
d. Gravity Sewer Lines, Semi-rigid pipe (PVC and ABS Truss Pipe)
1) Depth 0 to 14 ft: Provide Class I material for bedding and haunching.
Backfill with Class I, II, or III material in initial backfill.
2) Depth over 14 ft: Provide Class I material for bedding, haunching, and
initial backfill.
E. Final Backfill
1. Backfill with materials free of stones and free of debris larger than 6 inches in
dimension. Place backfill in lifts not exceeding the thickness and compacted to
the minimum density specified below.
2. Trench backfilled with noncohesive materials may be compacted with water
flooding; except under roadways, shoulders of roadways, and other areas
subject to vehicular movement, provided the method of compaction is approved
by the Engineer and provides the degree of compaction required.
3. Lifts and density:
a. Undeveloped areas (i.e., forests, fields, and, croplands): Trench may be
filled with bulldozer blade provided material fall will not damage pipe.
Mound soil over the trench area sufficiently to settle level over time. Degree
of compaction shall be 85 percent.
b. Lawns: Backfill in 12 -inch lifts and compact to 90 percent. Top 12 inches
shall be free of material with a dimension over 2 inches.
c. Roads (including Rights-of-way), drives, parking areas (including areas
within 20 feet), and adjacent to existing utilities: Backfill in 6 inch lifts
compact to 95 percent.
d. Within 20 feet of foundations: Backfill in 6 -inch lifts compacted to 95
percent.
F. Utility Structures: Bring backfill to grade in even lifts on all sides. Lift depths and
compaction densities shall be as specified according to area of installation for pipe
above. Backfill against cast -in-place concrete structure only after concrete has
attained the specified 28 -day compressive strength.
3.09 ANTI -SEEP COLLARS
A. Anti -seep Collars: Provide anti -seep collars to prevent groundwater flow along pipe
in wetlands as indicated on the Drawings. Use select clay material for collars.
Collars shall extend past trench walls and bear against undisturbed soils. Dimension
of collars shall be as indicated on the Drawings. Do not place stone in area of anti -
seep collars.
B. Concrete Collar: Provide Class B concrete with minimum cement content of 5 sacks
per cubic yard (5.5 sacks for angular course aggregate); 6.8 gallons of water per
sack water -cement ratio; 2-4 inch slump range; and 28 -day strength of 2,500 psi.
C. Clay Collar: Provide clay of medium to high plasticity with a soil classification of CL
or CH and a permeability of 10-5 cm / second. Place clay in 6 -inch lifts and compact
by use of a mechanical hydraulic tamper to 95 percent.
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3.10 SOIL TESTING
\/
A. Compaction tests may be made at the option of Engineer. An independent testing
laboratory will perform tests. Owner will pay for cost of the initial tests.
B. For each test that fails the compaction requirements, the testing firm at the direction
of the Engineer shall make two additional tests. Contractor shall pay cost of
additional tests made because of failure of compaction test.
C. Correct deficiencies in compaction.
3.11 SOIL TESTING
A. Provide services of a soil -testing firm as specified in Section, Quality Control.
B. Testing laboratory soil specialist, as a minimum, shall be at the project site for the
following:
1. Provide a minimum of one (1) in-place density test for every 1,000 If of trench.
C. Density tests shall be made in accordance with ASTM D-698, Standard Proctor
Method.
D. Submit test reports and soil specialist daily logs in accordance with Section, Quality
Control.
E. Based on test results, make corrections, adjustments, and modifications of methods,
materials, and moisture content for proper trench compaction.
3.12 PAVEMENT PATCHING
A. Repair damaged pavement structure.
B. Cut existing pavement for utility installation in straight lines generally parallel to the
utility. Properly dispose of removed pavement structure.
C. Extend pavement patch 1 foot beyond each side of trench on firm subgrade. Slope
new surface to drain.
D. Asphalt Pavements: Replace asphalt pavement with a pavement structure no less
than as detailed on the Drawings. For roadways under NC Division of Highways
jurisdiction, pavement shall be replaced in accordance with the requirements of the
encroachment agreement.
E. Concrete Pavements: Replace concrete pavement with pavement structure equal to
existing but no less than as detailed as Drawings. Concrete shall be minimum
3,000 psi. When existing concrete joint is within 5 feet of trench remove existing
concrete to joint. Provide expansion joint at edge of existing concrete. Surface
treatment shall match existing.
F. Curbs, Gutters, and Sidewalks: Replace curbs and gutters, and sidewalks removed
or damaged with similar sections to match the existing. Remove to nearest existing
joint.
G. Approval of Other Authorities: Pavements under the jurisdiction of the NC Division of
Highways shall be subject to the approval of a representative of that Division.
H. Raise existing and n
Excavate around top
existing top ring, and
Raise existing valve
box.
;w manholes and valve boxes to finished pavement grade.
of existing manhole and valve box as necessary. Remove
install new grade ring(s) as necessary. Install existing cover.
)ox. Provide concrete collar around manhole ring and valve
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I. Pavement patching shall include the cost to adjust existing and new manhole and
valve boxes to finished pavement elevations.
3.13 GRADING AND CLEAN-UP:
A. Provide for testing and clean up as soon as practicable, so these operations do not
lag far behind the pipe installation. Perform preliminary clean up and grading as
soon as backfill is complete.
B. Provide positive drainage of finished grade and drain away from structures. Finished
grade shall be reasonably smooth, compacted, free from irregular surface changes
and comparable to the adjacent existing ground surface.
C. Seed disturbed areas in accordance with Section, Lawns and Grasses.
D. Upon completion of backfilling, remove and properly dispose of excess material and
waste.
END OF SECTION
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SECTION 02370
EROSION CONTROL
PART GENERAL
1.01 SECTION INCLUDES
\J
A. Contract name, shall provide erosion control work. Work shall include, but not be
limited to, the following:
1. Erosion control at project site.
2. Erosion control at borrows and disposal areas as required by Contractor. Cost
shall include erosion control permits as necessary for borrow and disposal
areas.
3. Removal of surface debris.
4. Temporary and permanent ground cover.
5. Maintain and remove erosion control devices.
6. Self Inspection and Monitoring
1.02 RELATED SECTIONS
A. The following Sections have work that is directly related to this Section. This does
not relieve the Contractor of his responsibility of proper coordination of all the work:
1. Section 02920 Lawns and Grasses
1.03 REFERENCED STANDARDS
A. "Erosion and Sediment Control Planning and Design Manual," issued by the N. C.
Sedimentation Control Commission.
1.04 QUALITY ASSURANCE
A. Conform to rules and regulations of the Erosion Control Laws of the State of North
Carolina, specifically the Sedimentation Pollution Control Act of 1973 (G.S. 113A) as
amended, and the local jurisdiction where the project is located.
B. Post a copy of the approved erosion control permit, furnished by Owner, at the site
prior to starting work. Maintain a copy of the approved erosion control plan at the
site.
C. Provide permanent ground cover as soon as possible, and no later than 15 working
days after completion of work in a specific area.
1.05 WARRANTY
A. Contractor is liable for damages to public and private property and fines as may be
placed on the Project by the governing agencies due to failure to provide adequate
erosion control devices.
PART2 PRODUCTS
2.01 MATERIALS
A. Matting / Erosion Control Fabric (ECF): Matting and ECF shall be heavy jute mesh
over mulch held in place by staples. Commercially available ECFs may be used
upon approval of the engineer. Approval of fabrics will require manufacturer's design
02370-1 Erosion Control

w v
data regarding velocity, ditch slopes, method of installation, decay cycle, repair
techniques, and grass growth enhancement characteristics.
B. Matting / Erosion Control Fabric (ECF): Matting and ECF shall be a 70% straw and
30% coconut blanket encased in a medium weight plastic netting (both sides).
Matting shall be fully degradable but suitable until vegetation has been established.
Installation of ECF shall be done with staples per temporary liner detail in the
construction drawings. Commercially available ECFs may be used upon approval of
the engineer. Approval of fabrics will require manufacturer's design data regarding
velocity, shear strength, ditch slopes, method of installation, decay cycle, repair
techniques, and grass growth enhancement characteristics.
C. Wire Staples: 16 gauge steel wire, with minimum of 3" top and 4" long legs.
D. Gravel for Stone Filters: #57 crushed stone.
E. Filter Fabric: 7-1/2 oz. burlap fabric or other silt filtering fabric.
F. Riprap:
1. Class A: Stone shall conform to NCDOT standards and shall range in size from
2 to 6 -inches with the stone gradation being equally distributed within the
required size range.
2. Class B: Stone shall conform to NCDOT standards and shall range in size from
5 to 12 -inches with the stone gradation being equally distributed within the
required size range.
3. Type 1: Stone shall conform to NCDOT standards and shall range in size from
5 to 17 -inches with the stone gradation being equally distributed within the
required size range.
PART 3 EXECUTION
3.01 INSTALL EROSION CONTROL DEVICES
A. Install erosion control devices, which shall be in place and operational prior to other
land disturbing activity.
B. After installing erosion control devices as indicated on the Drawings, verify that
reasonable measures have been taken to prevent the sedimentation of nearby
watercourses, existing and new facilities, and adjacent property.
C. Should Contractor believe that additional measures are necessary to adequately
prevent erosion, immediately notify Engineer. If rain is predicted before the Engineer
can be notified, take measures as necessary to prevent siltation of nearby water
courses and work will be paid for as provided in the General Conditions.
D. After installing erosion control devices, request an inspection by the local agency
having jurisdiction and the Engineer.
E. Incorporate permanent erosion control work into the project at the earliest
practicable time. Coordinate temporary erosion control measures with permanent
erosion control measures and other work on the project to assure effective and
continuous erosion control throughout the construction and post construction period.
F. Maintain erosion control devices during construction until the disturbed areas are
stabilized and the agency having jurisdiction and the Engineer have approved the
removal of the erosion control devices.
Erosion Control 02370-2

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3.02 BORROW AND DISPOSAL AREAS:
A. Obtain and pay for erosion control permit for borrow and disposal areas as required
by Contractor.
B. Install and maintain erosion control devices in accordance with Contractor's
approved plan.
3.03 MAINTENANCE
A. Inspect erosion control devices after each rainfall. Make required repairs
immediately. Remove sediment deposits when deposits reach approximately one-
half of the capacity of the erosion control device.
B. Respread accumulated sediments on the project site in a manner that will not
adversely affect erosion control facilities and permanent ground cover.
C. Silt Fence: Should the filter fabric decompose or become ineffective before approval
of its removal by the Engineer, replace fabric immediately at no additional cost to
the Owner.
D. Temporary Construction Entrance: Maintain entrance in a condition that will prevent
tracking or flow of mud onto public rights-of-way. This may require periodic top
dressing with 2 inches of stone, as conditions require, at no additional cost to the
Owner.
3.04 SEEDING
A. Disturbed areas not covered by new construction shall be seeded.
B. Provide temporary and permanent seeding in accordance with Section, Lawns and
Grasses.
3.05 STABILIZATION AND CLEAN-UP
A. Remove erosion control devices upon the approval of the permanent stabilization of
this site by the agency having jurisdiction of the area and the Engineer. Dress
sediment deposits remaining in place after the erosion control devices are removed
to conform to the existing grade, prepared and seeded. Include cost of removal and
cleanup in the cost of the installation of the device.
3.06 SELF INSPECTION AND MONITORING
A. Provide self -inspection and reporting as required by the Sedimentation Pollution
Control Act for the duration of the project. These inspections will performed to
ensure that the approved sedimentation and erosion control measures on the
Drawings are installed, maintained, and working adequately.
1. The inspections need to be conducted after each phase of the project, and
continue until permanent ground cover is established.
2. The self -inspection forms and information regarding this program are available
at the following website: http://portal.ncdenr.org/web/Ir/erosion
3. Documentation of inspections shall be recorded on a single copy of the
approved erosion and sedimentation control drawings. These Drawings and
inspection reports shall be made available at the project site.
B. Provide weekly self-monitoring in accordance with the NPDES Stormwater permit
for all construction activities.
02370-3 Erosion Control

END OF SECTION
Erosion Control 02370-4

SECTION 02920
LAWNS AND GRASSES
PART GENERAL
1.01 SECTION INCLUDES
A. Work shall include, but not be limited to, the following:
1. Surface preparation of subsoil.
2. Placing topsoil.
3. Addition of lime and fertilizer.
4. Seeding.
5. Maintenance to produce a permanent stand of grass.
1.02 PAYMENT PROCEDURES
A. Base bid for the work on the specified quantities of lime, fertilizer, and seed. After
the specified soil tests have been made, Engineer may vary specified quantities.
Should the actual quantities applied in the field vary appreciably from those
specified, an adjustment in the contract price may be made.
1.03 REFERENCES
A. N.C. Department of Agriculture - NCDA
B. U.S. Department of Agriculture - USDA
1.04 PERFORMANCE REQUIREMENT
A. Grassed area shall be considered established when it presents a green appearance
from eye level 50 feet away and the grass is vigorous and growing well in each
square foot of seeded area. It is not required that the seeded area be thick and
heavy as an old established lawn.
B. Should the permanent seed not germinate and produce a strand of grass, reseed
affected areas until a permanent stand is established.
1.05 SUBMITTALS
A. Not less than 6 weeks prior to seeding, obtain representative soil samples from
areas to be seeded and deliver the properly packaged samples with an information
sheet for each sample properly filled out to the Soils Division of the NC Department
of Agriculture or a private laboratory. Based on the test results, submit to the
Engineer a recommendation as to the quantity and type of lime, fertilizer and seed
for the area covered by the test.
1.06 QUALITY ASSURANCE
A. Quality of fertilizer, lime, and seed, and operations in connection with the furnishing
of this material, shall comply with the requirements of the N.C. Fertilizer, Lime and
Seed Law; and with the requirements of the rules and, regulations adopted by the
NC Department of Agriculture in accordance with the provisions of the said law.
B. Seed containers shall bear an official "Certified Seed" label as inspected by the N.C.
Crop Improvement Association.
C. Packages for soil conditioners and fertilizer shall bear manufacturer's guaranteed
analysis.
Job No: Mo/Day/Yr 02920-1 Lawns & Grasses

D. Do not apply lime, fertilizer or seed in strong wind, when the soil is extremely wet, or
otherwise unworkable. No rolling shall be done if precipitation after seeding would
make the operation detrimental to the seed bed.
1.07 DELIVERY, STORAGE, AND PROTECTION
A. Deliver grass seed mixture in sealed containers showing percentage of seed mix,
year of production, net production, net weight, date of packaging, and location of
packaging.
B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of
manufacturer.
1.08 MAINTENANCE SERVICE
A. Maintain seeded areas until grass is well established and exhibits a vigorous
growing condition for a minimum of two cuttings. Mow grass at regular intervals to a
maximum height of 3 inches. Hand clip where necessary.
B. Control growth of weeds. Apply herbicides in accordance with manufacturer's
instructions.
C. Water areas seeded between May 1 and July 15 at such intervals as to maintain the
seeded area in a moist condition until the grass is established and accepted by the
Engineer. Provide equipment to transport and distribute the water to the seeded
areas. Areas seeded between September 1 and November 1 need not be irrigated
beyond the initial watering specified above except that the Contractor may apply
water at his own discretion.
PART2 PRODUCTS
2.01 MATERIALS
A. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous
plant growth, taken from drained site; free of subsoil, clay or impurities, plants,
weeds, and roots; pH value of minimum 5.4 and maximum of 7.0.
B. Lime: Ground Dolomitic agricultural limestone, not less than 85 percent total
carbonates, ground so that 50 percent passes 100 mesh sieve and 90 percent
passes 30 mesh sieve. Coarser material will be acceptable, provided the specified
rates of application are increased proportionately on the basis of quantities passing
No. 100 mesh sieve.
C. Fertilizer: Mixed, commercial, fertilizer containing 10-10-10 percentages of available
nitrogen, phosphoric acid, and potash respectively, plus superphosphate with 20
percent P2O5 content. Fertilizer shall be dry, in granular (pellet) form, shall be
delivered to the site in the manufacturer's original bag or container which shall be
plainly marked as to formula.
D. Seed: Fresh seed guaranteed 95 percent pure with a minimum germination rate of
85 percent within one year of tests. Provide the following seed mixtures with lime
and fertilizer in disturbed areas including NCDOT Rights -of -Way:
Lawns & Grasses 02920-2 Job No: Mo/Day/Yr

Iftow W41W
Planting Dates
Grass Type
Pounds/Acre
Year Round
Pensacola Bahia
50
KY 31 Tall Fescue
50
Centipede
5
Lime
4,000
Fertilizer
10-20-20
500
Mulch
Straw
4,000
On 2:1 slopes delete Centipede and add 25 pounds
/ acre of Sericea Lespedeza.
1. Temporary Seeding
Planting Dates
Grass Type
Pounds/Acre
Feb. 15 - May 15
Rye (Grain)
120
Korean Lespedeza
50
May 15 - Aug. 15
German Millet
40
or
Sudangrass
50
Aug. 15 - Dec. 15
Rye (Grain)
120
Lime
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
2. Permanent Seeding
Planting Dates
Grass Type
Pounds/Acre
July 25 - Sep. 15
Tall Fescue
100
&
Sericea Lespedeza
20
Mar. 1 - May 10
Korean Lespedeza
10
Red Top
5
Kentucky Bluegrass
5
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
5,000
Job No: Mo/Day/Yr 02920-3 Lawns & Grasses

3. Temporary Seeding
Planting Dates Grass Type Pounds/Acre
Jan. 1 - May 1 Rye (Grain) 120
Korean Lespedeza 50
May 1 - Aug. 15 German Millet 40
or
Sudangrass 50
Aug. 15 - Dec. 30
Rye (Grain)
120
Lime
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
4. Permanent Seeding
Planting Dates
Grass Type
Pounds/Acre
Aug. 25 - Sep. 15
Tall Fescue
80
&
Kobe Lespedeza
40
Feb. 1-Mar.21
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
5. Temporary Seeding
Planting Dates
Grass Type
Pounds/Acre
Jan. 1 - May 1
Rye (Grain)
120
Korean Lespedeza
50
May 1 - Aug. 15
German Millet
40
or
Sudangrass
50
Aug. 15 - Dec. 30
Rye (Grain)
120
Lime
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
Lawns & Grasses 02920-4 Job No: Mo/DayNr

6. Permanent Seeding
Planting Dates Grass Type Pounds/Acre
Aug. 25 - Sep. 15 * 200-250
&
Feb. 1 -Mar. 31
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
* Blend of two turf -type tall fescues (90%) and two
or more improved Kentucky bluegrass
varieties (10%).
7. Permanent Seeding (Maximum slope 3:1)
Planting Dates
Grass Type Pounds/Acre
Aug. 15 - Nov. 1
Tall Fescue
300
Nov. 1 -Mar. 1
Tall Fescue
300
&
Abruzzi Rye
25
Mar. 1 - Apr. 15
Tall Fescue
300
Apr. 15 - Jun. 30
Hulled Common
25
Bermudagrass
Jul. 1 - Aug. 15**
Tall Fescue
120
&
Browntop Millet
35
& Sorghum -Sudan Hybrids
30
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
** Temporary seeding, reseed according
to optimum season for permanent seeding.
Job No: Mo/DayNr 02920-5 Lawns & Grasses

8. Permanent Seeding (Slopes from 3:1 to 2:1)
Planting Dates Grass Type Pounds/Acre
Mar 1 - June 1 Sericea Lespedeza
50
Grass Type
Pounds/Acre
Mar. 1 - Apr. 15 Add Tall Fescue
120
Mar. 1 - Jun. 30or Add Weeping Lovegrass
10
Mar. 1 - Jun. 30or Add Hulled Common
25
Bermudagrass
German Millet
Jun. 1 -Sept. 1** Tall Fescue
120
& Browntop Millet
35
& Sorghum -Sudan Hybrids
30
Sept. 1 - Mar. 1 Sericea Lespedeza
70
(unhul led-unscarified)
800
& Tall Fescue
120
4,000
10. Permanent Seeding
Nov. 1 - Mar. 1 Add Abruzzi Rye
25
Lime
4,000
Fertilizer 10-10-10
1,000
Mulch Straw
4,000
** Temporary seeding, reseed according to optimum season for permanent seeding.
9. Temporary Seeding
Planting Dates
Grass Type
Pounds/Acre
Dec. 1 - Apr. 15
Rye (Grain)
120
Kobe Lespedeza
50
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
Rye (Grain)
120
Lime
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
10. Permanent Seeding
Planting Dates
Grass Type
Pounds/Acre
Feb. 15 - Apr. 30
Tall Fescue
100
& Pensacola Bahiagrass
50
Sept. 1 - Oct. 31
Kobe Lespedeza
40
Tall Fescue
100
Pensacola Bahiagrass
50
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
Lawns & Grasses 02920-6 Job No: Mo/DayNr

11. Temporary Seeding
Planting Dates
Grass Type
Pounds/Acre
Dec. 1 - Apr. 15
Rye (Grain)
120
Rye (Grain)
Kobe Lespedeza
50
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
Rye (Grain)
120
Lime
120
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
12. Permanent Seeding
4,000
Planting Dates
Grass Type
Pounds/Acre
Feb. 15 - Apr. 30
Tall Fescue
80
& Pensacola Bahiagrass
50
Sept. 1 - Oct. 30 Sericea Lespedeza
30
25
Kobe Lespedeza
10
Lime
Fertilizer
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
On poorly drained sites omit sericea and increase kobe to 30 Ib / acre
13. Temporary Seeding
Planting Dates
Grass Type
Pounds/Acre
Dec. 1 -Apr. 15
Rye (Grain)
120
Kobe Lespedeza
50
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
Rye (Grain)
120
Lime
3,000
Fertilizer
10-10-10
800
Mulch
Straw
4,000
14. Permanent Seeding
Planting Dates
Grass Type
Pounds/Acre
Sept. 1 - Oct. 31
Tall Fescue
200
Rye (grain)
25
Lime
4,000
Fertilizer
10-10-10
1,000
Mulch
Straw
4,000
E. Matting / Erosion Control Fabric (ECF): Matting and ECF shall be heavy jute mesh
over mulch held in place by staples. Commercially available ECFs may be used
upon approval of the engineer. Approval of fabrics will require manufacturer's design
Job No: Mo/DayNr 02920-7 Lawns & Grasses

data regarding velocity, ditch slopes, method of installation, decay cycle, repair
techniques, and grass growth enhancement characteristics.
F. Wire Staples: 16 gauge steel wire, with minimum of 3" top and 4" long legs.
G. Mulch: Threshed straw of oats, wheat, or rye; free from seed of obnoxious weeds; or
clean salt hay. Straw which is fresh and excessively brittle or straw which is in such
an advanced stage of decomposition as to smother or retard growth of grass will not
be acceptable.
H. Water: Water shall be free from substances harmful to growth of grass.
PART 3 EXECUTION
3.01 PREPARATION OF SUBSOIL
A. Complete operations in the area to be seeded and prepare subsoil to eliminate
uneven areas and low spots. Bring surface to the approximate design contours.
B. Scarify subsoil to a depth of 3 inches. Remove weeds, roots, stones and foreign
materials 1-1/2 inches in diameter and larger.
3.02 PLACING TOPSOIL
A. Place topsoil during dry weather and on dry unfrozen subsoil.
B. Spread topsoil to a minimum depth of 4 inches. Remove vegetable matter and
foreign non-organic material from topsoil while spreading. Grade surface to provide
positive drainage and prevent water ponding. Lightly compact topsoil with at least
one pass of a cultipacker or similar equipment
C. Maintain the finished surfaces by protecting, and replacing topsoil and subsoil as
necessary until the area is accepted under the contract.
3.03 APPLICATION OF LIME
A. Liming shall be done immediately after grading has reached the fine grading stage,
even though actual seeding may not be done until several months later.
B. Spread lime evenly by means of a mechanical distributor.
C. When lime is distributed by commercial liming dealers, sales slips showing the
tonnage delivered shall be filed with the Engineer and shall show the full tonnage
required for the acres treated.
D. Incorporate lime in the top 2 to 3 inches of soil by harrowing, disking, or other
approved means.
3.04 APPLICATION OF FERTILIZER
A. Spread fertilizer not more than 2 weeks in advance of seeding.
B. To verify application rate, determine acreage to be fertilized and provide Engineer
with total weight of fertilizer applied to the area.
C. Provide mechanical spreader for even distribution and spread half of the rate in one
direction, and the other half at right angles to the first. Mix thoroughly into upper 2 to
3 inches of soil by disking, harrowing or other approved methods.
Lawns & Grasses 02920-8 Job No: Mo/DayNr

3.05 SEEDING
A. Accomplish seeding by means of an approved power -drawn seed drill, combination
corrugated roller -seeder, approved hand operated mechanical seeder, or other
approved methods to provide even distribution of seed.
B. Do not seed when ground is excessively wet or excessively dry. After seeding, roll
area with a roller, not less than 18 inches in diameter and weighing not more than
210 pounds per foot of width. Upon completion of rolling, water area with a fine
spray.
C. Immediately following seeding apply mulch or matting. Do not seed areas in excess
of that which can be mulched on same day.
D. Apply water with a fine spray immediately after each area has been mulched.
Saturate to 4 inches of soil depth
3.06 MULCHING AND MATTING
A. Apply mulch or matting as required to retain soil and grass, but no less then the
following:
1. Slopes from 0 to 20 percent by spreading a light cover of mulch over seeded
area at the rate of not less than 85 lbs. per 1000 sq. ft.
2. Slopes greater than 20 percent mulch with matting. Pin matting to the ground
with wire staples at 5 foot intervals, immediately after seeding.
3. Use tack to prevent disruption of mulch.
B. For tack use an asphalt tie -down of emulsified asphalt grade AE -3 or cut-back
asphalt grade RC -2 or other approved equal. The application rate shall be 0.10
gal/sy (11 gal / 1000 sq ft). An approved jute mesh or net may be used in lieu of
tacking straw mulch.
C. Other types of mulch and anchoring methods may be used upon approval by the
Engineer.
3.07 PROTECTION
A. Protect seeded areas from damage by barricades, signs, and other appropriate
means. Maintain and protect slopes from weather damage.
END OF SECTION
Job No: Mo/DayNr 02920-9 Lawns & Grasses

Erosion Control Summary
Old Salisbury Road Sewer
TWC # 3097-F
2/17/2015
Disturbed Area
Line Work
Length
Width
Area (sf)
Area Acres
Sheet 1
Permanent Easement
1,300
20
26,000
0.6
Ternp Esmt
1 245
20
24,900
0.6
Sheet 2
Perm and Temp Esmt
1 000
40
40,000
0.9
Sheet 3
Permanent Easement
790
20
15,800
0.4
Temp Esmt
715
20
14,300
0.3
Total
121,000
2.8
Total Disturbed area 2.8 acres
150217-3097 F Davidson Co—Old Salisbury_ EC Design-rsf.xis

DITCH CALCULATIONS
Old Salisbury Road Sewer
Mar 11, 2015
Revised to include C value data
Region: Greensboro
Cross -Sect Area A= ZdA2
Top Width T = 2dZ
Triangular Shape Channel Hydraulic Radius R=Zd/2(ZA2 +1)A1/2
Z=e/d n is based on Curve D from Fig 8.05c in EC Manual
Trapezoidal -Shape Channel
Z=e/d Cross -Sect Area A=bd + ZdA2 n is based on Curve D from Fig 8.05c in EC Manual
Top Width T = b + 2dZ
Hydraulic Radius R=(bd + ZdA2)/b + 2d(ZA2 +1)
step 1
Ditch Location
Ditch d b Z S A R n VA drain
I Qg re 'd =
s s c s acres
in hr cfs Comments
ee
Ditch, Sta 9+50
man 0.72 0 6.30 0.008 3.2659 0.36 0.047 1.42 4.65 2.26 0.30
6.85 4.65 V<2 fps No Matting required
Sheet
Ditch, Sta 9+50
trian 0.82 0 2.89 0.0352 1.9338 0.39 0.046 3.22 6.24 3.04 0.30
6.85 6.24 2 s<V<5 fps Temp Liner Re 'd
C value is based on Table 8.03a in EC Manual
150217-3097 F Davidson Co_Old Salisbury_ EC Design-rsf.xis

TRACTIVE FORCE CALCULATION
Old Salisbury Road Sewer
Mar 11, 2015
Determining Shear Stress: T=yds
T: shear stress in Ib/ft`
y: unit weight of water, 62.4 Ib/ft'
d: flow depth in ft
s: channel gradient in ft/ft
Td: Permissible shear stress
Ditch Loation Ditch Tvpe d fts (ft/ft)T Ib/ft
Sheet 3
Ditch, Sta 9+50 triangular 0.82 0.0352 1.80
Td = 2.00 for Synthetic Matt
1.55 for Curled Wood Mat
1.45 for Straw with net
150217-3097 F Davidson Co—Old Salisbury_ EC Design-rsf.xls
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ENGINEERING PLANNiNi1 ARCHITEs11 JRF
350 North Cox Street Suite 26 Asheboro NC 27203
336.626.5322 fax [phone]
License Number: F-0115
REVISIONS
' aH�tT I NDEX
NAME
NO.
TITLE
1
a
G1
2
LEGEND, ABBREVIATIONS AND GENERAL NOTES
C
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STA 13+00 TO 23+00
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ENGINEERING PLANNiNi1 ARCHITEs11 JRF
350 North Cox Street Suite 26 Asheboro NC 27203
336.626.5322 fax [phone]
License Number: F-0115
REVISIONS
' aH�tT I NDEX
NAME
NO.
TITLE
1
COVER
G1
2
LEGEND, ABBREVIATIONS AND GENERAL NOTES
C
STA 0+00 TO 13+00
C2
4
STA 13+00 TO 23+00
C3
5
STA 23+00 TO END
_D1
6
MISCELLANEOUS DETAILS --M24 . 3'23 IS
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7
a'OSION CONTROL DETAILS
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MAR 12 2015
Winston-Salem
ReglonalOff” SHEET .1 OF 7

ASE'i/gig Iev
A
AREA
L
LENGTH
ABAND
O
LF
r7
ABC
AGGREGATE BASE COURSE
LP
LIGHT POLE
AC
v
LT
� o
A.F.F.
ABOVE FINISHED FLOOR
o
�
i
p
co
0
APPROXIMATE
MAX
0)Q..
ASPH
ASPHALT
ASE'i/gig Iev
A
AREA
L
LENGTH
ABAND
ABANDONED
LF
LINEAR FEET
ABC
AGGREGATE BASE COURSE
LP
LIGHT POLE
AC
ACRES
LT
LEFT
A.F.F.
ABOVE FINISHED FLOOR
LWL
LOW WATER LEVEL
AL
ALUMINUM
N
APPROX
APPROXIMATE
MAX
MAXIMUM
ASPH
ASPHALT
MECH
MATERIAL
ASSY
ASSEMBLY
MATL
MECHANICAL
AVG
AVERAGE
MFR.
MANUFACTURER
ARV
AIR RELEASE VALVE
MH
MANHOLE
AZ
AZIMUTH
MJ
MECHANICAL JOINT
AWWA
AMERICAN WATER WORKS ASSOCIATION
MIN
MINIMUM
a =o...1 es f
MON
MONUMENT
B -B
BACK OF CURB TO BACK OF CURB
SP
BLDG
BUILDING
NIA
NOT AVAILABLE
BM
BENCHMARK
N
NORTH
BOA
BLOW -OFF ASSEMBLY
NAD 83
NORTH AMERICAN DATUM 1983
BOT
BOTTOM
NO
NQRMALCROWN
BPC
BYPASS PUMPING CONNECTION
NC GRID
NORTH CAROLINA GRID
BW
BARB WIRE
NCGS
NORTH CAROLINA GEODETIC SURVEY
AS NOTED
SHEET 2 - F
NO.
NUMBER
C&G
CURB AND GUTTER
NTS
NOT TO SCALE
CB
CATCH BASIN
NOM
NOMINAL
C/L
CENTERLINE
NWL
NORMAL WATER LEVEL
CIP
CAST IRON PIPE
CI
CURB INLET
OC
ON CENTER
CLR
CLEARANCE
OD
OUTSIDE DIAMETER
CM
CONCRETE MONUMENT
O/H
OVERHEAD
CMP
CORRUGATED METAL PIPE
ORIG
ORIGINAL
CMU
CONCRETE MASONARY UNIT
CO
CLEAN OUT
PC
POINT OF CURVATURE
CONC
CONCRETE
PED
PEDESTAL
CONT
CONTINUOUS
PE
PLAIN END
CONSTR
CONSTRUCTION
PI
POINT OF INTERSECTION
CONTR
CONTRACTOR
PIV
POST INDICATOR VALVE
COR
CORNER
P/L
PROPERTY LINE
CP&L
CAROLINA POWER AND LIGHT
PP
POWER POLE
CULV
CULVERT
PRV
PRESSURE REDUCING VALVE
PSI
POUNDS PER SQUARE INCH
D
DEPTH
PVC
POLYVINYL CHLORIDE
DI
DROP INLET
PT
POINT
I DIA
DIAMETER
PVMT
PAVEMENT
DIP
DUCTILE IRON PIPE
I DIPS
DUCTILE IRON PIPE SIZE
R
RADIUS
DIM
DIMENSION
RIW
RIGHT 0= WAY
DISCH
DISCHARGE
RCP
REINFORCED CONCRETE PIPE
DIST
DISTANCE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
REQ'D
REQUIRED
DW
DOMESTIC WATER
RET
RETAINING
DELTA
REV
REVISED
RPZ
REDUCED PRESSURE ZONE
E
EAST
RPM
REVOLUTIONS PER MINUTE
EA
EACH
=
REINFORCED
EFF
EFFLUENT
--
RIGHT
EIP
EXISTING IRON PIPE
RV&
RAW WATER LINE
EL
ELEVATION
ELEC
ELECTRIC
S/W
SIDEWALK
EP
EDGE OF PAVEMENT
SAN
SANITARY
EW
EACH WAY
SCH
SCHEDULE
I
EX
EXISTING
SF
SILT FENCE
EXPAT.
EXPANSION JOINT
SHT
SHEET
S
SOUTH
F.F.E.
FINISHED FLOOR ELEVATION
SPECS
SPECIFICATIONS
FG
FINISHED GRADE
SQ
SQUARE
FH
FIRE HYDRANT
SS
STAINLESS STEEL
FIN
FINISH
ST
STREET
FLG
FLANGE
STA
STATION
FM
FORCE MAIN
STD
STANDARD
FP
FIRE PROTECTION
SYM
SYMBOL
i FPS
FEET PER SECOND
I
FT
FEET
T
TANGENT
i FTG
FOOTING
TBM
TEMPORARYBENCH MARK
TcP
TERRA GDTTA PIPE
G
GAS
TDD
TEMPORARY DIVERSION DITCH
GA
GAGE
TEL
TELEPHONE
GALV
GALVANIZED
TEL PED
TELEPHONE PEDESTAL
GM
GAS METER
TEMP
TEMPORARY
GPM
GALLONS PER MINUTE
THK
THICK
I GR
GRADE
TOC
TOP OF CURB
GV
GATE VALVE
TOP
TOP OF SLOPE
GYP
GYPSUM
TOW
TOP OF 1VALL
TP
TELEPHONE POLE
HCP
HANDICAPPED
TRANS
TRANSFORMER
HGT
HEIGHT
TYP
TYPICAL
HOR
HORIZONTAL
HP
HORSE POWER
U/G
UNDERGROUND
HWA
HIGH WATER ALARM
HWL
HIGH WATER LEVEL
VC
VERTICAL CURVE
HYD
HYDRANT
VCP
VITRIFIEC CLAY PIPE
VERT
VERTICAL
ID
INSIDE DIAMETER
VOL
VOLUME
IN
INCH
VPC
VERTICAL POINT OF CURVATURE
IN/HR
INCHES PER HOUR
VPI
VERTICAL POINT OF INTERSECTION
INF
INFLUENT
VPT
VERTICAL POINT OF TANGENCY
INT
INTERSECT
INV
INVERT
W/
WITH
IP
IRON PIPE
WL
WATER LINE
IPF
IRON PIPE FOUND
WN!
WATER METER
IPS
IRON PIPE SET
WGT
WEIGHT
IRF
IRON ROD FOUND
WV
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THE FOLLOWING ITEMS SHALL BE ADHERED TO IN THE CONSTRUCTION OF THE UTILITIES AND APPURTENANCES
WITHIN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER.
1. NOTIFY NORTH CAROLINA 811 (811 OR 800-6324949) FOR MARKING OF EXISTING UTILITIES AT LEAST 24 HOURS PRIOR TO
COMMENCING ANY EXCAVATION. NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY
PUBLIC WORKS (336-242-2007) AT LEAST 24 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY.
2. TEMPORARILY REMOVE EXISTING SIGNS, MAILBOXES, STORM SEWER PIPE, AND OTHER STRUCTURES AS
REQUIRED FOR THE INSTALLATION OF THE UTILITY. REINSTALL ALL ITEMS TO THEIR ORIGINAL CONDITION.
INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING INSTALLED.
3. SUPPORT EXISTING POLES, UTILITIES, FENCES, CULVERTS, PAVEMENT, CURBING, AND OTHER STRUCTURES DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST.
4, NOTIFY CITY OF LEXINGTON PUBLIC WORKS (336-248-3930) AND DAVIDSON COUNTY PUBLIC WORKS (336-242-2007)
48 HOURS IN ADVANCE OF MAKING ANY TIE TO AN EXISTING UTILITY.
6, THE CONTRACTOR SHALL EXPOSE EXISTING UTILITIES 400 FEET IN ADVANCE OF THE TRENCHING OPERATION.
POTENTIAL CONFLICTS SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY.
6. EXISTING UTILITY SERVICE LINES ARE NOT SHOWN. THE CONTRACTOR SHALL INVESTIGATE AHEAD OF THE TRENCHING
OPERATION AS STATED ABOVE. THE PROJECT BID SHALL. INCLUDE THE COST OF REPAIRS TO EXISTING SERVICES
WHICH ARE DAMAGED OR REQUIRE RELOCATION.
7. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID DISTURBING PROPERTY CORNER MARKERS SUCH
AS IRON PIPES (EIP) AND CONCRETE MONUMENTS. IF A PROPERTY CORNER MARKER IS DISTURBED BY CONSTRUCTION
ACTIVITY, CONTRACTOR SHALL HIRE A PROFESSIONAL LAND SURVEYOR TO RESET THE CORNER AT NO ADDITIONAL
COST TO THE OWNER.
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8. IF REQUIRED, BYPASS PUMPING OPERATIONS PLAN SHALL BE SUBMITTED IN WRITING TO THE
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SANITARY SEWER SYSTEM AT ALL TIMES.
9. MANHOLES SHALL BE 4 -FOOT DIAMETER STANDARD MANHOLE WITH STANDARD RING AND COVER UNLESS NOTED OTHERWISE.
10. CONTRACTOR SHALL MAINTAIN CLEAN UP AND SEEDING OPERATION EACH WEEK. CLEAN UP AND SEEDING ARE INCLUDED IN THE
PIPE PRICE AND PAYMENT FOR PIPE WILL DEPEND ON SUITABLE CLEAN UP AND SEEDING.
11. IF STORM SEWER PIPE NEEDS TO BE REPLACED, COUNTY WILL REIMBURSE CONTRACTOR FOR MATERIALS ONLY.
12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER WITHIN 7
CALENDAR DAYS ON PERIMETER AREAS AND SLOPES STEEPER THAN 3:1 OR 14 CALENDAR DAYS ON OTHER AREAS AND
UPON COMPLETION OF ANY PHASE OF CONSTRUCTION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
13. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO OTHER LAND -DISTURBING
ACTIVITY.
14. EXISTING WATERLINE DIAMETERS AND DEPTHS ARE BASED ON RECORDED DATA. CONTRACTOR SHALL
EXCAVATE AT PROPOSED CONNECTION POINT OR CROSSING TO VERIFY DIAMETER OF EXISTING WATER
LINE PRIOR TO ORDERING MATERIALS FOR THE CONNECTION OR CROSSING.
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DRAWINGS
0
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(TYP OF 2 (2 1800 )
TOP OF COVER
BOTTOM OF
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RING AND COVER SHALL HAVE
TOTAL COMBINED WEIGHT OF
300 LB MIN AND BE SUITABLE
FOR H-20 LOADING
2-1" DIA PERFORATIONS READ
FOR ALL TYPES OF COVERS=
WATER, SANITARY SEWER AND
STORM SEWER. (OMIT FOR
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MIN 11-11 V2" COVER
iCLR FULL
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LETTERING DETAIL
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BOLTS
SEAT ID T-10" MINtj
41 ' MIN 2'-0" MIN 411 MIN
2'-10" MAX
ANDARD A CIE SII G AND COVE_
NOT TO SCALE
PAVEMENT
SHALL BE
SAW CUT TO
PROVIDE A
CLEAN EDGE
(TYP.)
SAWCUT AFTER
TRENCH HAS
BEEN BACKFILLED
(TYP)
SAWCUT PRIOR
TO TRENCH
EXCAVATION
(TYP)
t — 121
NOTES:
1. PAVEMENT ON NON -STATE ROADS
SHALL BE REPAIRED WITHIN A
MAXIMUM OF THREE (3) DAYS FROM
THE DATE THE CUT WAS MADE.
2. OPEN CUT NCDOT ROADWAYS
SHALL BE REPAIRED PER NCDOT
REQUIREMENTS
-EXIST.
PAVEMENT
� l�vf1211
UNPAVED ROADS
A. AREA TO BE COMPACTED.
B. 6" OF CRUSHED STONE.
C. 2" BITUMINOUS CONCRETE SURFACE COURSE
S-9.58
D. 8" CRUSHED STONE.
E. NEW CONCRETE %Z" THICKER THAN EXISTING
CONCRETE, BUT NOT LESS THAN 611 THICK.
—12111 I--- / v -I i•'2'"
PRIVATE
CONCRETE DRQ \`
NOT TO SCALE
4-3/8" LAG
BOLTS
COVER
LETTERING DETAIL
BOLT DOWN COVER Wf
4-1/2" BOLT HOLES AT 900
AND RECESS FOR BOLT HEADS
BOTTRM OF-- `COVEQ \
RING AND COVER SHALL HAVE %2" MIN.
TOTAL COMBINED WEIGHT OF
300 LB MIN AND BE SUITABLE
FOR H-20 LOADING
5/8" MIN
I/8" CLR FULL 11-11 V211 COVER
PERIMETER
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SEAT ID T-10" MIN
MIN 2'-011 MIN
TOP OF COVER
-2-11" DIA PERFORATIONS
REQD FOR ALL TYPES OF
COVERS:
SAND STbRM SEWER.
(OMIT FOR WATERTIGHT
MANHOLES)
BOLTING LUGS
PICK HOLES
(TYP OF 2 Q 180° )
THREADED HOLES -4 AT 900
W/ 4-3/8"x1-3/4" STAINLESS
STEEL (TYPE 316) HEX HEAD
BOLTS
4-3/8" LAG
BOLTS
—1" MAX BOLTING LUG
(TYP OF 4)
-- 4" MIN
S7 DARD MANHOLE RING
AND, R01 T DOWN COVER
SD1 INU I 1 U Z)I MLC
PROVIDE 3000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
z
SURFACE COURSE 611
RASE COURSE
MANHOLE
RING & COVER
SECURE FRAME TO MANHOLE WITH
4 EQ. SPACED %" ANCHOR BOLTS
IN NON -TRAFFIC AREAS
USE ROPE MASTIC I , COMPACTED
SEAL UNDER FRAME FILL
MANHOLE IN ; MANHOLE IN
PAVEMENT & SIDEWALKS ( NON -PAVED AREAS
L
NOT TO SCALE
NOTE=
SAN SEWER SERVICES WHICH Mi
ARE 14 TO 20 FT DEEP SHALL
REQUIRE BEDDING IN
ACCORDANCE WITH SPECIFICATIONS
FOR FLEXIBLE PIPE SERVICES.
OVER 20'AND UNDER
3' DEEP SHALL REQUIRE DIP
E I��� i COMPACTED SOL
`TAP TO BE MADE ON THE TOP QUARTER OF
THE MAIN IN LINE WYE IS THE PREFERRED
METHOD FOR SANITARY SEWER SERVICES
FINISHED THREADED
GRADE BRASS PLUG
Ly- .b
4" THICKNESS
300 psi CONCRETE 611
611
TOP VIEW
"IDE VIEW
CLEAN OUT FOR
WELL MAINTAINED AREAS
SPECIFIED. LOCATE
ALONG VERT WALL 5" MIN
AND NOT OVER A
PIPE OPENING
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BRICK & MORTAR OR
PRECAST INVERT
THREADED
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INDICATED ON DRAWINGS FIN GRADE
PRECAST CONCRETE GRADE RING'S
D - WITH MASTIC SEAL AND GROUT OR
BRICK AND MORTAR FOR GRADE.:
• ° D ADJUSTMENT (12" MAX HEIGHT)
° ECCENTRIC
° CONE SECTION
FILL ALL LIFT HOLES
WITH NON -SHRINKING
GROUT
STANDARD OR
WATERTIGHT
MANHOLE RING
& COVER AS
PROPERTY
LINE
INDICATED ON
DRAWINGS
WATER TIGHT
ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS
PLUG
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FINISHED THREADED
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Ly- .b
4" THICKNESS
300 psi CONCRETE 611
611
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WELL MAINTAINED AREAS
SPECIFIED. LOCATE
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AND NOT OVER A
PIPE OPENING
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PRECAST INVERT
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PRECAST CONCRETE GRADE RING'S
D - WITH MASTIC SEAL AND GROUT OR
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• ° D ADJUSTMENT (12" MAX HEIGHT)
° ECCENTRIC
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DUCTILE IRON PIPE ENCASEMENT
CAST IRON 1 DETAILS 3/4 OUTLET
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2"-3" COARSE--/
NOTE: AGGREGATE
1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL.,
SITE IS STABLIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES.
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED
ON ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH
STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE
REMOVED AND CLEANED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE.
STAPLE
7.47" 1'-2.94" LOCATIONS 7.47"
OVERL ALONG EDGES (TYP.) OVERL
BOTTOM BOTTOM
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INSTALLATION OF LINER: MAINTENANCE:
1. APPLY LIME, FERTILIZER, AND SEED BEFORE INSPECT AFTER RAINSTORMS1
LAYING LINER. FOR EROSION OR FAILURE.
REPAIR ALL WASHED OUT JT
2. LAY LINER FORM TOP OF DITCH OF CHANNEL AREAS BY REGRADING,
AND UNROLL IT DOWNGRADE. DO NOT RESEEDING, AND REINSTA-L-
STRETCH OR LEAVE WRINKLES. ING MULCH.
3. BURY THE UPSLOPE END IN A SLOT 6" DEEP.
PROVIDE STAPLES ADN OVERLAP AS SHOWN ABOVE.
EROSION CONTROL MATTING
NOT TO SCALE
NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
"A" STONE ELEVATION
(2 TO 6 INCHES)
SECTION
ROCK CHECK DAM
NOT TO SCALE
MIN
LENGTH AS NOTED ON PLANS
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BORE
NOTED ON
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5' - 8' HIGH STOCKPILE FOR15' BORE HOLE
BORE PIT EXCAVATION MATERIAL
LENGTH AS
REQUIRED
SILT
FENCE
<
WIRE MESH
SILT FILTERING FABRIC
STONE FILTER OF 1" GRAVEL PLACED
AGAINST FENCE WHERE REQUIRED
d' -U" MAX.
0- U M 1AA.
POUNDS/ACRE
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RYE (GRAIN)
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NOT TO SCALE
KOBE LESPEDEZA
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CONSTRUCTION EASEMENT
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RYE (GRAIN)
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RIPRAP AND SAND
MIN
FERTILIZER
10-10-10
BAGS KEYED 1'-6"DEWATERING
MULCH STRAW
4,000
BASIN
MIN INTO STREAM
12" #57
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
(STONE FILTER BASIN)
BANKS AND BED
WASHED
9
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42"
1.33 LB/FT
FABRIC
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POSTS
RIPRAP AND SAND
MIN
FRONT SECTION
NOTES:
A)POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHOR DITCH IS 9"x9"
AND FILL IS TO BE COMPACTED.
B) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY
BREAK AND SILT TRAP.
C) CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL. FROM
ENGINEER.
SILT FENCE
SD �NOT�TO ALE
SILT FENCE KEYED
INTO RIPRAP DAM
:V-
057 WASHED STONE
FULL FACE OF DAM
ROAD OR
STREET
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6 TYPIrAl
BORE
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RYE (GRAIN)
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NOT TO SCALE
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CONSTRUCTION EASEMENT
GERMAN MILLET
40
1 01-011
RYE (GRAIN)
120
RIPRAP AND SAND
MIN
FERTILIZER
10-10-10
BAGS KEYED 1'-6"DEWATERING
MULCH STRAW
4,000
BASIN
MIN INTO STREAM
12" #57
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
(STONE FILTER BASIN)
BANKS AND BED
WASHED
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PIPELINE CROSSING STREAM
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TEMP RIPRAP
NOTES:
BANKS AND BED
APRON
8 MIL
CONSTRUCTION EASEMENT
1. STONE FOR DAM AND
POLYETHYLENE
TEMP STONE DAM
CROSSING TO BE CLASS B
FABRIC
RIPRAP UNLESS OTHERWISE
12" #57 WASHED
NOTED ON PLANS.
TOP OF BANK
STONE
2. CULVERT SIZE AND NUMBER
EX STREAM BED
AS SHOWN ON PLANS.
3. WHEN TEMPORARY CROSSING
z
IS NO LONGER NEEEDED,
FILTER
REMOVE TEMP CMP, DAM, AND
FABRIC 1
SANDBAGS AND RIPRAP ALL
TEMP 24"
DISTURBED AREAS WITHIN
PIPELINE CROSSING STREAM TO 42"
STREAM BANKS.
SECMPCTION
70 EMPORARY SREAM CRO
T T
Z -O"
REMOVE SILT FENCE
ABOVE DAM
SILT FENCE AT
CENTER OF DAM
SILT FENCE 2 -4 -MIN CLASS B
CONTINUES FRONT VIEW --RiP-RAP
THROUGH DAM
12" OF #57 2
C3
WASHED STONE 2
NnT
FLOW :..-:
HEIGHT AND WIDTH DETERMINED
BY EX. TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
VARIES
Vw,jN 1 LNANCE:
SECTION
1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROC DISPLACEMENT. MAKE MY
REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN.
3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEF
PROPERLY STABILIZED.
STONE OUTLET
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SMOOTH FOUNDATION
UNDER FILTER FABRIC
MIN DEPTH
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CLASS DEPTH
B 11- 611
1 21- 211
I- Oil
2 3
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09
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ri -1-� SLOPE AND ""-','R.EAtv1HANK PROTECTION
NOT TO SCALE
LOW MAINTENANCE AREAS
PLANTING DATES GRASS TYPE POUNDS/ACRE
YEAR ROUND PENSACOLA BAHIA 50
KY 31 TALL FESCUE 50
CENTIPEDE 5
LIME 4,000
FERTILIZER 10-20-20 500
MULCH STRAW 4,000
ON 2:1 SLOPES DELETE CENTIPEDE AND ADD 25 POUNDS ACRE OF SERICEA LE
HIGH MAINTENANCE AREAS
TEMPORARY SEEDING
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
JAN. 1 - MAY 1
RYE (GRAIN)
120
ac
KOBE LESPEDEZA
50
MAY 1 - AUG. 15
GERMAN MILLET
40
AUG.15 - DEC. 30
RYE (GRAIN)
120
LIME
2,000
FERTILIZER
10-10-10
750
MULCH STRAW
4,000
PERMANENT SEEDING
PLANTING DATES
GRASS TYPE
POUNDS/ACRE
AUG. 20 - OCT. 25
KY -31 TALL FESCUE
200-250
LIME
¢
4,000
FERTILIZER
10-10-10
1,000
MULCH STRAW
4,000
MULCH
THRESHED STRAW OF OATS, WHEAT, OR RYE; FREE FROM SEED OF OBNOXIOUS
WEEDS; OR CLEAN SALT HAY. STRAW WHICH IS FRESH AND EXCESSIVELY BRITTLE
OR STRAW WHICH IS IN SUCH AN ADVANCED STAGE OF DECOMPOSITION AS TO
SMOTHER OR RETARD GROWTH OF GRASS WILL NOT BE ACCEPTABLE.
WATER
WATER SHALL BE FREE FROM SUBSTANCES HARMFUL TO GROWTH OF GRASS.
MAINTENANCE SERVICE
MAINTAIN SEEDED AREAS UNTIL GRASS IS WELL ESTABLISHED AND EXHIBITS
A VIGOROUS GROWING CONDITION FOR A MINIMUM OF TWO CUTTINGS. MOW
GRASS AT REGULAR INTERVALS TO A MAXIMUM HEIGHT OF 3 INCHES. HAND
CLIP WHERE NECESSARY.
CONTROL GROWTH OF WEEDS. APPLY HERBICIDES IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
WATER AREAS SEEDED BETWEEN MAY 1 AND JULY 15 AT SUCH INTERVALS
AS TO MAINTAIN THE SEEDED AREA IN A MOIST CONDITION UNTIL THE GRASS
IS ESTABLISHED AND ACCEPTED BY THE ENGINEER. PROVIDE EQUIPMENT TO
TRANSPORT AND DISTRIBUTE THE WATER TO THE SEEDED AREAS. AREAS
SEEDED BETWEEN SEPTEMBER I AND NOVEMBER 1 NEED NOT BE IRRIGATED
BEYOND THE INITIAL WATERING SPECIFIED ABOVE EXCEPT THAT THE CONTRACTOR
MAY APPLY WATER AT HIS OWN DISCRETION.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTRO'..
DEVICES AS INDICATED ON THE DRAWINGS.
2. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION (910-433-3300)
FOR
910-
FOR SITE INSPECTION PRIOR TO COMMENCING MAIN CONSTRUCTION
OPERATIONS.
3. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION
OPERATIONS
4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION. INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL. RECORD INSPECTION
ON STORM WATER INSPECTION FORMS. SUBMIT FORMS EACH MONTH WITH
PAY REQUEST.
5. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL
DEVICES AS NEEDED OR DIRECTED BY ENGINEER.
6. SEED AND MULCH DISTURBED AREA WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE
TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER.
UPON APPROVAL OF SITE STABILIZATION, REMOVE TEMPORARY EROSION
CONTROL DEVICES, DRESS OUT AREA, AND SEED AND MULCH.
DESIGNED BY.
RSF
DR:' INN BY:
CGL
CHECKED BY:
JCG
PROJECT NO.:
3097-F
DATE: FEBRUARY 2015
'S'ALE
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PROJECT NO.:
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DATE: FEBRUARY 2015
'S'ALE
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gperty Of V-0
to Church Trustees STONE 0
SSMH 1(_
OUTLET
STA (TYP)
,41270 56' 58#1 SILT
20 PERMANENT `,.`SEMENT FENCE—
, ;
ONLY,NO C011's-F,.'' 4
,�1'10N
EASEMENT AT V�k`! - 'I_LANDS (TYP)
FROM STA 26+31 TO
STA 26+93
201PERMANEI'AT EASEMENT
W/ 10'TEMPO RARY
CONSTRUCTION EASEMENT
EACH SIDE OFIPERMANENT
EASEMENT AT STREAM
CROSSSING
-4 s13* 45'22"
24+00 25+00 F114.00 2/