20200833 Ver 1_Corrective Action Plan_20200624

CORRECTIVE ACTION PLAN 
FOR NOV‐2020‐PC‐0198 

SPRINGDALE COUNTRY CLUB 

HAYWOOD COUNTY, NORTH CAROLINA 

1013 State Farm Road
Boone, North Carolina, 28607
828.386.1920
Firm License No.: C-0459
MAY 2020
PROJECT NO. 20.00608
CORRECTIVE ACTION PLAN 
FOR NOV‐2020‐PC‐0198 
SPRINGDALE COUNTRY CLUB 
HAYWOOD COUNTY, NORTH CAROLINA 
TABLE OF CONTENTS  
1.0 INTRODUCTION ........................................................................................ 1 
2.0 CORRECTIVE ACTION PLAN .................................................................. 3 
2.1 EVALUATION OF IMPACTS ............................................................................................ 3 
2.2 AFTER‐THE‐FACT PERMITTING ...................................................................................... 4 
2.3 SEDIMENT REMOVAL PLAN ........................................................................................... 5 
2.4 STREAM AND WETLAND IMPROVEMENT PLAN ............................................................. 6 
3.0 FINAL REPORT ......................................................................................... 8 
4.0 SCHEDULE/TIMELINE .............................................................................. 9 
APPENDICES  
1.Location Map
2.USGS Topo Map
3.Impact Areas Map
4.Stream Improvement Plan
5.Photo Sheets
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Corrective Action Plan
1.0     INTRODUCTION 
Springdale Golf Partners, LLC (SGP) received a Notice of Violation (NOV) from the 
Asheville Regional Office of Water Quality Regional Operations associated with their 
Springdale Country Club (SCC) property in Canton, North Carolina.  The violations are 
described in a letter to SGP dated April 9, 2020 as follows:  
“On March 16, 2020, Amy Annino from the Asheville Regional Office of the 
Division of Water Resources (DWR) conducted a site inspection of the Springdale 
Country Club in Canton, North Carolina.  The site inspection was conducted after 
receiving a complaint from Haywood County Development Services regarding 
impacts to an unnamed tributary to Long Branch.  Tim Surrett with Haywood 
County Development Services and Chris Morgan with Southeastern Golf were 
present during the inspection. 
During the site inspection, staff observed that Springdale Country Club had 
recently dredged an in‐line pond and an unnamed tributary to Long Branch (Class 
WS‐III; Tr) below the pond. Staff observed that the culvert carrying the UT to Long 
Branch had been replaced, but was not adequately buried and is perched. 
Approximately 8‐12 inches of in‐stream sediment was observed in the UT to Long 
Branch. The dredge spoils were deposited adjacent to Long Branch and staff 
observed sediment that had overtopped silt fence and washed into Long Branch 
(Class WS‐III; Tr). DWR staff observed that SCC had recently made numerous 
stream crossings through Long Branch for a new irrigation system. These 
temporary stream impacts (open cut trench) were not performed in the dry 
according to Chris Morgan. In‐stream sediment impacts were observed in Long 
Branch as a result. Erosion control matting placed on the streambanks to stabilize 
disturbed areas at crossings were not free of plastic netting or mesh. A review of 
DWR files indicates no approval has been issued for the project. As a result of the 
site inspection and file review, the following violations were identified: 
VIOLATIONS 
I.Failure to Secure a 401 Water Quality Certification (WQC) – Title 15A NCAC 02H
.0500 requires water quality certifications pursuant to Section 401 of the Clean
Water Act whenever construction or operation of facilities will result in a
discharge into jurisdictional waters, including wetlands, as described in 33 CFR
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Corrective Action Plan
Part 323. A file review confirmed that a Pre‐Construction Notification has not been 
received by the DWR for this project and that a 401 Water Quality Certification 
has not been issued. 
II.Stream Standard Violation – Other Waste (In‐stream sediment) 15A NCAC 02B
.0211 (12) – An undetermined length of Long Branch (Classified WS‐III; Tr) and an
Unnamed Tributary to Long Branch was impacted with sediment deposition
measured to be at least 12 inches in depth in the observed stream reach,
representing Water Quality Stream Standard violation of 15A NCAC 02B .0211
(12).
III.Stream Standard Violation –Conditions of Best Usage ‐ 15A NCAC 02B.0211 (2)
‐ The stream impacts from excavation and dredging and in‐stream waste
(sediment) discharges are a violation of Title 15A North Carolina Administrative
Code 02B .0211 (2) which requires that “The waters shall be suitable for aquatic
life propagation and maintenance of biological integrity, wildlife, secondary
recreation, and agriculture; sources of water pollution which preclude any of
these uses on either a short‐term or long‐term basis shall be considered to be
violating a water quality standard.”
McGill Associates has been contracted by SGP to prepare a Corrective Action Plan to 
address issues identified in the NOV and obtain any necessary permitting for existing 
impacts.
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Corrective Action Plan
2.0     CORRECTIVE ACTION PLAN  
2.1  EVALUATION OF IMPACTS 
McGill Associates staff visited the SCC property on April 30, 2020 to assess unauthorized 
impacts described in the NOV letter.  Three types of impacts were identified in the letter 
– in‐stream  sediment  deposition,  stream/jurisdictional utility line  crossings,  and
dredging. Photographs were taken of all impacted areas and representative images are
provided in Appendix 5.  Impacted area locations are provided in Appendix 3.
2.11  AREAS OF IN‐STREAM SEDIMENT DEPOSITION 
Several areas of significant in‐stream sediment deposition were found within Long Branch 
and  “UT‐2  to  Long  Branch”  (see  Appendix  3).   Sediment  deposition  within  impacted 
channel segments was estimated using a probe rod, 100’ measuring tape and GPS unit.  
The length, average width, and average depth of sediment deposition was determined 
and recorded. Field observations and information about access or other constraints that 
could impact a cleanup effort were also documented.  Approximately 1,359 linear feet of 
Long Branch and 181 linear feet of “UT‐2 to Long Branch” were assessed for sediment 
impacts. In general the impacted areas were confined to pools and low gradient point 
bars. Steeper riffles and step‐pool sections tended to have only small to moderate zones 
of deposition. In many cases it was clear that high sediment loads had moved through but 
there was not enough concentrated deposition to justify a cleanup effort.  Due to several
recent storm events it appeared that a large portion of the initially observed in-stream
sediment had moved through the system or had been deposited on upland riparian areas.
Five sediment deposition areas requiring removal were identified as follows: 
1)Sediment Area 1 – 10’ x 4’, 8” depth (27 c.f.)
2)Sediment Area 2 – 10’ x 8’, 8” depth (53 c.f.)
3)Sediment Area 3 – 10’ x 2’, 8” depth (13 c.f.)
4)Sediment Area 4 – 12’ x 4’, 12” depth (48 c.f.)
5)Sediment Area 5 – 181’ x 5’, 11” average depth (830 c.f.)
The Sediment Areas are identified on the Impact Areas Map in Appendix 3.  The total 
volume  of  measured  sediment  deposition  is  estimated  to  be  approximately  36  cubic 
yards.   The quantity of in-stream sediment identified is thought to be the result of 
sediment loss from various stream crossings with the SCC property, however, there are 
other active sources in the Long Branch system within the site that have and continue to 
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Corrective Action Plan
contribute an elevated sediment load to the system. These include unstable and actively 
eroding stream banks found scattered throughout the reach.   
2.12  STREAM AND WETLAND CROSSINGS 
McGill Associates staff identified nine unauthorized stream crossings and two wetland 
crossings within the SCC property associated with the installation of irrigation lines.  Each 
stream  crossing  appeared  to  disturb  approximately  10  linear  feet  and  each  wetland 
crossing disturbed 0.004 acres of wetlands.  Plastic mesh had also been installed along 
stream banks. The crossing locations are identified on the Impact Areas Map in Appendix 3.
2.13  DREDGING 
The  NOV  letter  noted  recent  dredging  to  the  in‐line  pond  and  the  unnamed  tributary 
to  Long  Branch  (S3)  below  the  pond.    McGill  Associates  was  not  able  to  determine  the 
limits and  depth  of  the  dredging  though  it  did  appear  the  pond  and  stream  channel 
had  been  recently  graded.    As  such,  it  is  assumed  that  the  entire  pond  and  stream
channel were impacted, which would equate to a total of 14,806 square feet (0.33 acres) of
temporary open water impacts and 181 linear feet of temporary stream impacts. The dredging
locations are identified on the Impact Areas Map in Appendix 3.
2.2  AFTER‐THE‐FACT PERMITTING 
SGP intends to apply for “after‐the‐fact” permits through the USACE and DWR. It is assumed 
the irrigation crossings would have been covered under Nationwide Permit 12 and Water 
Quality General Certificate No. 4133 for Utility Line Activities.  It is assumed a Nationwide 
Permit  3  and  Water  Quality  General  Certificate  No.  4132  for Maintenance  would  have 
covered  the  dredging  activities. An  “after‐the‐fact”  Pre‐Construction 
Notification will be submitted concurrently with this Corrective Action Plan.   All  dredged 
areas  and  crossings  will  be  considered  temporary  impacts  as  the  measures  described 
below  are  intended  to  restore  impacted  jurisdictional  features  to  pre‐
construction conditions. 
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Corrective Action Plan
2.3 SEDIMENT REMOVAL PLAN 
The  Corrective  Action  Plan  includes  a  detailed  plan  for  the  removal  of  accumulated 
sediment  from  all  impacted  surface  waters  within the study area. In‐stream  sediment 
deposits were identified in Long Branch and “UT‐2 to Long Branch”. As a result of the 
various sources of  sediment  mentioned,  McGill  Associates  identified  approximately 
223  linear  feet  of  accumulated sediment impacts. 
Sediment  removal  from  Long  Branch  and  “UT‐2  to  Long  Branch”  will  be  primarily 
accomplished using a manual labor “bucket” crew. We feel that this technique will be the 
most cost effective, have the least impact on the streams, and will be able to access the 
areas better than heavy machinery.  The labor required for the job would consist of the 
following: 
‐ 5‐6 laborers (i.e. “bucket” crew) 
‐ 2 supervisors (McGill Associates representative, labor crew supervisor) 
‐ 2 operators (dump truck, skid‐steer loader or tractor with front end loader) 
We estimate that 5‐6 laborers could remove approximately 120 linear feet of sediment 
per  workday,  with  two  additional  laborers  as  machine  operators,  which  would  take 
approximately  2‐3  workdays  for  the  total  removal  of  36  cubic  yards  of  sediment.  The 
sediment removal operation will be observed and documented by a McGill Associates, 
P.A. representative or other qualified individual to make sure that the sediment removal 
activities do not create further violations and to collect the required information needed 
for the daily and/or final report. 
Typical hand tools are proposed for the bucket crews in the form of shovels and five‐
gallon  buckets  for  sediment  removal.  Sediment  will  then  be  deposited  in  a  tractor  or 
front‐end  loader  bucket  for  collection  into  a  truck  or  ATV.  The  qualified  individual 
supervising sediment removal activities will use a probe rod to calculate sediment depth 
in  the  field  and  ensure  that  natural  stream  substrate  is  not  removed.  No  clearing  of 
existing riparian vegetation will be necessary during clean‐up efforts. A pump around, 
coffer  dam,  silt  fencing,  or  other  diversion  technique  will  be  used  during  sediment 
removal to minimize side channel flow and limit the release of sediment downstream. 
Bucket  crew  access  to  the  stream  will  be  limited  to  accumulated  sediment  areas 
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Corrective Action Plan
minimizing disturbance. In‐stream sediment removal operations will not be conducted 
during heavy rain events or periods of high flow. 
Removed sediment will be disposed of within a previously disturbed area at a higher 
elevation on the project site at least 30 feet from any stream channel or wetland. 
Appropriate erosion control measures will be installed prior to removal operations to 
confine the sediment to the disposal area. Once removal operations are complete, the 
deposition area will be smoothed and permanently stabilized in place or moved to a more 
appropriate location on the site and stabilized.   
2.4 STREAM AND WETLAND IMPROVEMENT PLAN 
Stream and wetland improvement measures will be implemented following sediment 
removal operations.  These proposed measures are intended to restore existing impacted 
areas and prevent future impacts.  These will include the following improvements: 
1)Stabilization of existing disturbed areas adjacent to surface waters and in wetlands
with a native riparian seed mix and, if needed, fully biodegradable matting.
2)Removal  of  existing  plastic  mesh  on  stream  banks  and  replacement  with
fully biodegradable matting and native riparian seed mix as needed.
3)Regrading  eroded stream  banks  in crossing areas as  needed  to  a  3:1  slope  or 
less  to  prevent  future sloughing.
4)Installation  of  live  stakes  on  any  stream  banks  where  woody  vegetation  was
removed (Crossings 4, 6, 7, and 10).
5)Replacement of silt fence with super silt fence around any existing soil spoil areas.
The  NOV  letter  also  mentions  the  culvert  upstream  of  “UT‐2  to  Long  Branch”  being 
replaced,  but  not  adequately  buried.   It  is  assumed  this  comment  is  related  to  the 
recommendation  for  pipe  countersinking  to  allow  for  low  flow  passage  of  water  and 
aquatic life.  It should be noted that the pipe appears to be connected to an upstream 
flashboard riser structure which controls the water elevation of the pond.  The structure 
would  likely  prevent  low  flow  passage  regardless  of  downstream  pipe  countersinking.  
A  cross  vane  design  has  been  included  in  the  CAP  in  lieu  of  pipe 
countersinking  and  could  help  promote  low  flow  passage  if  the  upstream  structure  is 
removed at a later date.    
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Corrective Action Plan
The cross vane elevations were designed to raise the base flow elevation of the stream a 
minimum of 6‐inches above the inlet invert elevation of the pipe.  It will also act as a grade 
control structure that decreases near‐bank shear stress, velocity, and stream power, 
while increasing the energy in the center of the channel. The cross vane structure is 
intended to reduce bank erosion, create a stable width/depth ratio, and maintain channel 
capacity while maintaining sediment transport capacity and sediment competence. The 
cross vane provides for the proper natural conditions of secondary circulation patterns 
commensurate with channel pattern, but with high velocity gradients and boundary 
stress shifted from the near‐bank region. 
A pump around diversion technique will be used during instream work to ensure that all 
work occurs in the dry.  Work will not occur during heavy rain events or periods of high 
flow. 
Details and specifications for the cross vane design and other stream improvements are 
provided in Appendix 4. 
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Corrective Action Plan
 3.0     FINAL REPORT 
SGP has authorized McGill Associates, PA to act as an independent third‐party inspection 
firm to visit the site during the sediment removal and stream improvement efforts to 
identify deficiencies and corrective action to be taken in order to bring the sites into 
compliance. Any deviations from the plans included in this Corrective Action Plan will be 
communicated to the proper permitting authorities and recommendations will be 
provided to the Contractor as needed based on our previous experience with similar 
projects. 
Status reports will be created by a McGill Associates, P.A. representative or other qualified 
individual as needed until completion of the Corrective Action Plan. Progress related to 
sediment removal will be incorporated into the reports. Status reports will be distributed 
to NC DWR and any other necessary parties for comment. 
Upon completion of the Corrective Action Plan a Final Report will be completed by McGill 
Associates. The Final Report will contain a description of the completed work, the results 
of the sediment removal and stream improvement activities, and photo documentation. 
The Final Report will be distributed to NC DWR and any other necessary parties for 
comment. 
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Corrective Action Plan
4.0     SCHEDULE/TIMELINE 
Sediment removal is scheduled to begin as soon as CAP and 404/401 permit approval is 
confirmed. We anticipate approximately two weeks for removal, disposal, and 
stabilization of all accessible sediment loads.  The next phase of the project will involve 
the implementation of stream improvement measures which we also anticipate to take 
approximately 2 weeks.  
Appendix 1
Location Map
© 2020 Microsoft Corporation © 2020 HERE
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LOCATION MAP
HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198
MC
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1OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER
FIGURE
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DATE PROJECT #P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\FIGURES 1.0.DWG PLOT DATE 5/5/2020 3:21 PM ALEX LOWDERMILKmcgillassociates.com
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
Legend
Study Area
Appendix 2
USGS Map
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HAYWOOD COUNTY, NORTH CAROLINA
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DATE PROJECT #P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\FIGURES 1.0.DWG PLOT DATE 5/5/2020 3:14 PM ALEX LOWDERMILKmcgillassociates.com
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
Legend
Study Area
Appendix 3
Impact Areas Map
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IMPACT AREAS MAP (1)XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
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IMPACT AREAS MAP (2)XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
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Appendix 4

Stream Improvement Plan

CROSS VANE DESIGN XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
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PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 2'
VERT. 1"= 1'
STREAM IMPROVEMENT
NOTES AND DETAILS XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198
DIVISION VALUE = FEETGRAPHIC SCALE
10 0 5 10 20
10
0
M. CATHEY
M. DOWD
J. SWAIM
J. SWAIM 5-10-20 20.00608 N/A
2
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\CAP\RESTORATION AND DETAILS.DWG PLOT DATE 5/14/2020 9:14 AM JONATHAN M. HERMANNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
TEMPORARY STREAM BYPASS
NOT TO SCALE
PLANELEVATION
·
·
·
·
·
·
®
®
®
®
CROSS VANE DETAIL
NOT TO SCALE
BIODEGRADEABLE COIR MATTING DETAIL
NOT TO SCALE
®
®
®
®
NOT TO SCALE
SILT FENCE - SUPER
NOT TO SCALE
SCALE: 1/2" = 1'-0"
UPDATED MARCH, 2017
NOT TO SCALE
STREAMBANK STABILIZATION
SEEDING NOTES
LIVE STAKE
INSTALLATION
Appendix 5

Photo Sheets

PHOTO SHEET 1 A-5
FIGURE
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\PHOTO SHEETS.DWG PLOT DATE 5/14/2020 11:33 AM JONATHAN M. HERMANPhoto One: View looking north at Wetland
Crossing-1 through Wetland A.
Photo Two: View looking southeast at Wetland
Crossing-2 through Wetland A.
Photo Three: View looking north at Stream
Crossing-1 through Long Branch.
HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-01985/5/20
DATE
20.00608
PROJECT #
DH
PROJECT MANAGER
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Photo Four: View looking north at the
dredged area of the pond on the subject
property.
PHOTO SHEET 2 A-6
FIGURE
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\PHOTO SHEETS.DWG PLOT DATE 5/14/2020 11:33 AM JONATHAN M. HERMANPhoto Five: View looking north at Stream
Crossing-2 through Long Branch on the subject
property.
Photo Six: View looking at Sediment-1 in Long
Branch on the subject property.
Photo Seven: View looking at Sediment-2 in
Long Branch on the subject property.
Photo Eight: View looking at Sediment-3 in Long
Branch on the subject property.
5/5/20
DATE
20.00608
PROJECT #
DH
PROJECT MANAGER
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198
PHOTO SHEET 3 A-7
FIGURE
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\PHOTO SHEETS.DWG PLOT DATE 5/14/2020 11:33 AM JONATHAN M. HERMANPhoto Nine: View looking east at Stream
Crossing-4 through UT-3 To Long Branch on
the subject property.
Photo Ten: View looking east at Stream
Crossing-5 through UT-3 To Long Branch on
the subject property.
Photo Twelve: View looking south at Stream
Crossing-6 through UT-3 To Long Branch.
5/5/20
DATE
20.00608
PROJECT #
DH
PROJECT MANAGER
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Photo Eleven: View looking south at Stream
Crossing-3 through Long Branch on the subject
property.
HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198
PHOTO SHEET 4 A-8
FIGURE
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\PHOTO SHEETS.DWG PLOT DATE 5/14/2020 11:33 AM JONATHAN M. HERMANPhoto Thirteen: View looking north at Stream
Crossing-7 through UT-3 To Long Branch.
Photo Fourteen: View looking southeast at
Stream Crossing-8 through Long Branch.
Photo Fifteen: View looking south at Stream
Crossing-9 through Long Branch.
5/5/20
DATE
20.00608
PROJECT #
DH
PROJECT MANAGER
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Photo Sixteen: View looking at Sediment-4 in
Long Branch on the subject property.
HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198
Photo Nineteen: View looking downstream at
dredged area of UT-2 To Long Branch and
Sediment-5 on the subject property.
PHOTO SHEET 5 A-9
FIGURE
P:\2020\20.00608-SPRINGDALECOUC-SPRINGDALE COUNTRY CLUB\DESIGN\REPORTS & PLANNING\CORRECTIVE ACTION PLAN\PHOTO SHEETS.DWG PLOT DATE 5/14/2020 11:33 AM JONATHAN M. HERMANPhoto Seventeen: View looking upstream at
dredged area of UT-2 To Long Branch and
Sediment-5 on the subject property.
5/5/20
DATE
20.00608
PROJECT #
DH
PROJECT MANAGER
1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Photo Eighteen: View looking upstream at
dredged area of UT-2 To Long Branch and
Sediment-5 on the subject property.
HAYWOOD COUNTY, NORTH CAROLINA
SPRINGDALE COUNTRY CLUB
CORRECTIVE ACTION PLAN
NOV-2020-PC-0198