20190418 Ver 1_PCN Form Submission_20190401

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April 1, 2019
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Attention: Amanda Jones
NC Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attention: Ms. Jennifer Burdette
Reference: Pre -Construction Notification: NWP Nos. 3 / 33 and WQC Nos. 4132 / 4141
Lady Marion Dam Dewatering
Marion, North Carolina
S&ME Project No. 7335-19-008
Dear Ms. Jones and Ms. Burdette:
On behalf of Great Meadows, LLC, S&ME, Inc. (S&ME) hereby submits this Pre -construction Notification
(PCN) for temporary impacts to waters of the U.S. in accordance with Nationwide Permit (NWP) Nos. 3
(Maintenance ) and 33 (Temporary Construction Access and Dewatering), along with General Water
Quality Certification Nos. 4132 and 4141. The project entails performance of work necessary to comply
with a Dam Safety Order issued by the North Carolina Department of Environmental Quality (NCDEQ). In
support of this application, the following accompanying information has been submitted through the N.C.
Division of Water Resources (NCDWR) On-line PCN website (https://edocs.deg.nc.gov/Forms/Pre-
Construction Notification Form):
Figures: Site Vicinity Exhibit (Figure 1), USGS Topographic Exhibit (Figure 2), and 2016 Aerial Ortho
Imagery Exhibit (Figure 3)
NCDEQ Dam Safety Order
Site Photographs
Completed Pre -Construction Notification (PCN) and Agent Authorization Form
Interim Dewatering -Repair Plan Drawing
NCNHP Database Report
S&ME, INC. / 9751 Southern Pine Blvd / Charlotte, NC 28273 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

Pre -Construction Notification
S&ME Project No. 7335-19-008
Lady Marion Dam
April 1, 2019
Because the project area is located in a trout watershed, we understand that a copy of this PCN will also
be provided electronically to the NC Wildlife Resources Commission (NCWRC). The project also requires
pre -construction written approval from the N.C. Division of Water Resources (NCDWR), but should comply
with the relevant conditions of General Water Quality Certification Nos. 4132 / 4141.
General Project Information
The Lady Marion Dam and its adjacent reservoir are located roughly between US Highway 70 to the east
and US Highway 221 to the west in Marion, McDowell County, NC (35.694136°N, -82.025724°W). The
location of the project area is depicted on the attached Site Vicinity Exhibit (Figure 1), the appropriate
portion of the 1985 Marion West, NC USGS Topographic Map (Figure 2), and a 2016 Aerial Orthoimagery
Exhibit (Figure 3).
According to the NCDEQ - Energy, Mineral and Land Resources Division, which regulates Dams in North
Carolina, the Lady Marion Dam is classified as a small, high hazard (Class C) dam. The dam was reportedly
constructed in the late 1960's or early 1970's. The adjacent Westwood Chateau Condominium complex
was constructed on the dam and over an associated concrete outlet culvert. The condominiums have
experienced structural problems associated with settlement. Based on previous assessments conducted
by others, it is believed that internal erosion (piping) and/or deflection of the top of the culvert due to
reduced structural support may be factors in the previous settlement and building distress. Existing steel
bracing present within the culvert in the vicinity of the condominiums has become deteriorated and
appears to have experienced buckling.
The NCDEQ issued a Dam Safety Order (MCDOW-010) dated January 25, 2019 requiring preparation of
plans to repair, or alternately, breach the Lady Marion Dam. A copy of the Dam Safety Order was included
in the accompanying information submitted with the online PCN. In general, the Dam Safety Order
required the following:
The reservoir shall be immediately drained per the design recommendations and oversight of a
professional engineer, at a rate of no more than one foot per day. The reservoir shall be maintained
in a totally drained condition until repairs or a plan to permanently breach that plan has been
approved and accomplished.
The owners shall develop and implement an approved Emergency Action Plan (EAP).
Submit plans, specifications and supporting data developed by a professional engineer for repair or
breach of the dam and permanent drainage of the reservoir in a manner that precludes downstream
sedimentation.
Our client has decided to pursue the option of breaching the dam and permanently draining the reservoir.
Existing Environment
The project area is located near the western edge of the Piedmont Physiographic Province of North
Carolina. Topography in the area is generally slopes somewhat steeply towards the reservoir. Review of
the 1985 Marion West, NC US Geological Survey (USGS) Topographic Map (Figure 2) indicates that the
dam impounds an unnamed, blue -line tributary that flows into the reservoir from the south. The elevation
2

Pre -Construction Notification
S&ME Project No. 7335-19-008
Lady Marion Dam
April 1, 2019
of the reservoir's normal pool was estimated to be 1308', and the watershed acreage was estimated to be
403.2 acres. The surface area of the reservoir's normal pool is approximately 7.4 acres, with a storage
volume of approximately 117.6 acre-feet.
Based on review of the McDowell County Soil Survey, soils mapped adjacent to the reservoir consist
primarily of Evard sandy loam (Typic Hapludults), Hayesville loam (Typic Kanhapludults). Soils mapped
adjacent to the upstream unnamed tributary consist of lotla loam (Fluvaquentic Dystrudepts). Evard and
Hayesville soils are well -drained, while lotla soil is somewhat poorly drained.
The dam is approximately 400 -feet wide and 35 -feet high with a dam crest width of approximately 100
feet. A concrete spillway riser structure measuring approximately 8 feet wide by 10 feet long discharges
to a concrete outlet culvert that is 6.5 feet wide and 7.5 feet tall. The outlet culvert extends northeast
through the dam, beneath paved parking areas, under the Westwood Chateau Condominiums, and
beneath Westwood Chateau Drive, where the culvert ties into the larger Garden Creek culvert, which
conveys water in a south -to -north direction beneath the Lady Marion Shopping Center and North Main
Street (US Hwy 221). Garden Creek drains to the Catawba River (DWR Index No. 11-(8), Class Q.
The Lady Marion Dam riser structure is located along the dam embankment, approximately 5' from the
dam crest. The riser is a grated 8' x 10' rectangular concrete box inlet structure with a lip elevation near EI.
1308'. The crest of the dam, based on available topographic information, is near EI. 1310% indicating about
2 feet of freeboard. The reservoir drain pipe projects into the riser near the bottom, approximately 6 feet
above the riser culvert. From the riser, the water flows into the concrete box culvert until tying into the
larger Garden Creek concrete box culvert under the shopping center and North Main Street.
For purposes of quantifying impacts to jurisdictional areas associated with this project, the elevation of
the normal pool surface was used to delineate the limit of waters of the US. The area beneath the
jurisdictional limit is considered wetlands rather than a deep water aquatic habitat once exposed by the
dewatering activities.
Photographs of conditions at the site prior to commencement of draining activities are included in the
accompanying information submitted with the online PCN.
Description of the Work and Proposed Impacts
To comply with the Dam Safety Order, the project will require that the necessary work be conducted in
phases.
Phase 1: Dewatering
To comply with the DENR's directive to immediately begin draining the reservoir, dewatering activities
commenced on February 28, 2019. The dewatering is being accomplished using diesel -powered pumps
with floating intake (suction) hose and outlet piping. As the water level decreases, the pumps will be
relocated closer to the lowering water surface elevation to increase efficiency and operability. The pumps
will be repositioned on a portion of the embankment that is becoming exposed by the dewatering -
approximately 10 feet below the dam crest. A temporary access road and a level surface for the pumps
was constructed down part of the exposed embankment. Granular fill was used for the temporary access
3

s
Pre -Construction Notification
S&ME Project No. 7335-19-008
Lady Marion Dam
a April 1, 2019
road and the level platform upon which to position the pumps. The platform measured approximately 20
feet by 20 feet, and was placed at the left upstream groin area (referenced facing downstream) at the
north end of the dam. Erosion control measures necessary to prevent erosion and sediment runoff from
the work area will be installed. Spill containment will be installed around the pumps to prevent fuel or oil
and grease from entering the pond.
Phase 2: Assessment of Reservoir Drain
Pumping will cease once the water level reaches near the bottom of the reservoir. At that point, the
access road will be extended all the way to the bottom of the reservoir. To provide a dry work area, a
temporary soil cofferdam will be constructed in the area of the drain. The cofferdam will be constructed
of compacted structural fill. In conjunction with the cofferdam construction, explorations to locate the
existing drain will be conducted. Additional dewatering may be required in order to locate the drain.
Once the drain is located, the (presumed) pipe will be exposed to allow for inspection by the contractor
and a separate structural engineer. The drain valve within spillway riser will also be inspected for
operability. If operable, the drain pipe will be extended through the coffer dam to convey base flow. The
existing drain valve (assuming a flanged connection) will be removed, and the drain pipe cleaned if
required. Outlet piping will be attached to the flange connection in spillway riser, and piping routed past
the damaged section of box culvert for approximately 180 linear feet.
This phase of the project will result in temporary impacts (fill placement and surface disturbance) within
approximately 0.56 acre of jurisdictional wetland. It is likely that this phase of the project may take up to
a year or more to complete.
A drawing that depicts the proposed disturbance limits and impacts to jurisdictional areas are included in
the accompanying information submitted with the online PCN.
Phase 3: Embankment/Outlet Repair and Aquatic Habitat Restoration
The final and future phase of the project will involve repairs to the existing outlet and modification of the
existing embankment. Although plans to conduct the work have not yet been designed, we anticipate
that fill material that was temporarily placed for construction of the access road and coffer dam will be
removed and repurposed to flatten the embankment from its current 2:1 slope to a 3:1 slope for safety
purposes. We further anticipate that the outlet will be redesigned and employ a concrete wing -wall
system. To prevent degradation of the stream channel that is likely to develop within the footprint of the
former impoundment, as well as upstream areas, a Stream and Aquatic Habitat Restoration Plan will be
developed. Based on an assessment of conditions that develop over the time required to conduct Phase
2, components of the plan may include stream enhancement and stabilization, wetland restoration,
creation of stormwater pockets, or similar measures designed to inhibit downstream sedimentation and
upstream degradation.
It is likely that the jurisdictional limits of the former reservoir will decrease over time following completion
of dewatering. Accordingly, the former reservoir and immediate upstream areas will be re -delineated
prior to initiation of Phase 3 so that potential impacts to remaining jurisdictional waters can be
4

Pre -Construction Notification
S&ME Project No. 7335-19-008
I I Lady Marion Dam
April 1, 2019
determined. An application for conducting the Phase 3 work under the appropriate NWP(s) will be
submitted at that time, prior to initiation of the associated work.
Protected Species
To assist you in determining the project's compliance with applicable sections of the Endangered Species
Act (ESA) of 1973 (16 USC 1531-1543), S&ME conducted a search of the North Carolina Natural Heritage
Program (NCNHP) database to identify element occurrences (EOs) of such species listed as potentially
occurring near the project corridor. The NCNHP list was compared to the U.S. Fish and Wildlife Service
(USFWS) list of protected species for McDowell County.
Aside from rusty patched bumblebee (eombus affinis — Federally -listed Endangered), the NCNHP report
did not identify records of federally -protected species within one mile of the project site. A copy of the
February 22, 2019 NCNHP report is included in the accompanying information submitted with the online
PCN.
S&ME also conducted a review of the FWS iPac online system. The iPac provided a list of species that
could be potentially affected by the project. Those species were Carolina Northern Flying Squirrel
(Glaucomys sabrinus coloratus), gray bat (Myotis grisescens), Northern Long-eared Bat (Myotis
septentrionalis), mountain golden heather (Hudsonia montana) and small whorled pogonia (Isotria
medeoloides).
The project area does not appear to contain suitable habitat for any of the species listed above.
Potentially -suitable habitat for Northern long-eared bat is present within forested areas in the vicinity of
the site. However, the project area is located greater than three miles away from a HUC that contains
known NLEB hibernacula and/or maternity roost trees. Accordingly, the project as proposed should not
have an effect on northern long-eared bat.
We anticipate that the USACE will complete the necessary coordination with the FWS and WRC prior to
issuance of the permit.
Historic Resources
To assist in your determination of compliance with Section 106 of the National Historic Preservation Act
(NHPA) of 1966, S&ME conducted a review of the NC State Historic Preservation Office (SHPO) online GIS
database. Review of the database did not identify any sites that are listed or eligible for listing on the
National Register of Historic Places within 0.5 -mile radius of the project site. We anticipate that the
USACE will complete the necessary coordination with the SHPO prior to issuance of the permit.
Avoidance And Minimization
The proposed temporary workspace associated with the dewatering and repair design has been limited to
the minimum amount considered necessary to safely perform the work. Impacts will be further minimized
by use of appropriate erosion and sediment control measures during construction, and by conducting a
pre -construction meeting to review applicable permit conditions prior to construction.
5

Pre -Construction Notification
S&ME Project No. 7335-19-008
Lady Marion Dam
April 1, 2019
We anticipate that compensatory mitigation for the Phase 1 and Phase 2 impacts will not be required for
because they are temporary in nature. The reservoir will remain drained, and plans are to eventually
reshape the existing embankment, as well as conduct aquatic ecosystem enhancement activities within
the former reservoir footprint. As indicated previously, the on-site jurisdictional boundaries will be re-
assessed prior to initiation of Phase 3. Work associated with Phase 3 will likely require authorization
under separate NWPs. However, plans to conduct those activities have not yet been developed. The
USACE/DWR will be appropriately notified in advance of these activities.
Closing
Thank you for your review of this PCN. If you have questions or need additional information, please feel
free to contact us at 704.523.4726.
Sincerely,
S&ME
�J
Joey Lawler, P.W.S.
Project Manager
Senior Review by Stephen J. Loskota, P.E.
No

DXR -,,
pbblen of wMer Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r, Yes
C No
Is this project a public transportation project?*
C Yes O No
Charge only if needed.
BIMS # Assigned*
Version#*
20190418
1
Is a payment required for this project?
C No payment required
What amout is owed?*
C Fee received
r $240.00
6 Fee needed - send electronic notification
C $570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Amy Annino:eads\amannino
Information for Initial Review
1a. Name of project:
Lady Marion Dam Dewatering Project
1a. Who is the Primary Contact?*
Byron Phillips
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
411/2019
Nearest Body of Water
UF to Catawba River (Garden Creek)
Basin
Catawba
Water Classification
C
Site Coordinates
Latitude:
35.694136
Longitude:
82.025724
tc. Primary Contact Phone:*
[phone]
A. Processing Information W
County (or Counties) where the project is located:
McDowell
Is this project a public transportation project?*
C Yes G No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (MNP)
r- Regional General Permit (RGP)
r- Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
3 and 33
1d. Type(s) of approval sought from the DWR:
V 401 Water Quality Certification - Regular
❑ Non -404 Jurisdictional General Permit
❑ Individual Permit
33 - Temporary Construction
1e. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
❑ 401 Water Quality Certification - E)press
❑ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
O Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes f No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
Acceptance Letter Attachment
O Yes O No
O Yes O No
1h. Is the project located in any of NC's twenty coastal counties?
O Yes M No
1j. Is the project located in a designated trout watershed?
O Yes O No
B. Applicant Information C)
1d. Who is applying for the permit?
m Owner ❑ Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
O Yes O No
2. Owner Information
2a. Name(s) on recorded deed:
Great Meadows, Inc.
2b. Deed book and page no.:
00418 Pg: 0658
2c. Responsible party:
Byron Phillips
2d.Address
Street Address
12019 South 226 Highway
Address Line 2
cfty
Spruce Pine
Postal / Zip Code
28777
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Westwood Condominiums
2b. Deed book and page no.:
00986 Pg: 0567
State / Rovince/ R>ion
NC
Country
USA
2f. Fax Number:

2c. Responsible party:
Jane Neal
2d. Address
Street Address
35 James Drive, Apt. 2A
Address Line 2
aty
Marion
Postal / Zip Code
28752
2e. Telephone Number:
[phone]
2g. Email Address:*
nealjane8@gmail.00m
Slate / Rovirxe / Rion
NC
Country
USA
2f. Fax Number:
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Marion
2. Project Identification
2a. Property Identification Number:
0792-65-2170 and 1702-11-7290
2c. Project Address
Street Address
137 Westwood Chateau Drive
Address Line 2
CKY
Marion
Postal / Zip Code
28752
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Catawba River (Garden Creek)
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12 -digit HUC in which the project is located.
030501010106
4. Project Description and History
2b. Property size:
498 and 1.9
State / Province / Rion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use 1n the vicinity of the project at the time of this application:*

The project area is located near the western edge of the Piedmont Physiographic Province of North Carolina. Topography in the area is generally slopes somewhat steeply towards the
reservoir. Review of the 1985 Marion West, NC US Geological Survey (USGS) Topographic Map indicates that the dam impounds an unnamed, blue -line tributary that flows into the
reservoir from the south. The elevation of the reservoir's normal pool was estimated to be 1308', and the watershed acreage was estimated to be 403.2 acres. The surface area of the
reservoir's normal pool is approximately 7.4 acres, with a storage volume of approximately 117.6 acre-feet.
Based on review of the McDowell County Soil Survey, soils mapped adjacent to the reservoir consist primarily of Evard sandy loam (Typic Hapludults), Hayesville loam (Typic
Kanhapludults). Soils mapped adjacent to the upstream unnamed tributary consist of lotla loam (Fluvaquentic Dystrudepts). Evard and Hayesville soils are well -drained, while lotla soil is
somewhat poorly drained.
The dam is approximately 400 -feet wide and 35 -feet high with a dam crest width of approximately 100 feet. A concrete spillway riser structure measuring approximately 8 feet wide by 10
feet long discharges to a concrete outlet culvert that is 6.5 feet wide and 7.5 feet tall. The outlet culvert extends northeast through the dam, beneath paved parking areas, under the
Westwood Chateau Condominiums, and beneath Westwood Chateau Drive, where the culvert ties into the larger Garden Creek culvert, which conveys water in a south -to -north
direction beneath the Lady Marion Shopping Center and North Main Street (US Hwy 221). Garden Creek drains to the Catawba River (DWR Index No. 11-(8), Class C).
The Lady Marion Dam riser structure is located along the dam embankment, approximately 5' from the dam crest. The riser is a grated 8' x 10' rectangular concrete box inlet structure
with a lip elevation near EI. 1308'. The crest of the dam, based on available topographic information, is near EI. 1310', indicating about 2 feet of freeboard. The reservoir drain pipe
projects into the riser near the bottom, approximately 6 feet above the riser culvert. From the riser, the water flows into the concrete box culvert until tying into the larger Garden Creek
concrete box culvert under the shopping center and North Main Street.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes d No O Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topo.pdf
819.9KB
4e. Attach an 8 1/2X11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
4f. List the total estimated acreage of all existing wetlands on the property:
Unknown. 0.56 Acre in Project Area.
4g. List the total estimated linear feet of all existing streams on the property:
Unknown
4h. Explain the purpose of the proposed project:*
According to the NCDEQ - Energy, Mineral and Land Resources Division, which regulates Danis in North Carolina, the Lady Marion Dam is classified as a small, high hazard (Class C)
dam. The dam was reportedly constructed in the late 1960's or early 1970's. The adjacent Westwood Chateau Condominium complex was constructed on the dam and over an
associated concrete outlet culvert. The condominiums have experienced structural problems associated with settlement. Based on previous assessments conducted by others, it is
believed that internal erosion (piping) and/or deflection of the top of the culvert due to reduced structural support may be factors in the previous settlement and building distress.
Existing steel bracing present within the culvert in the vicinity of the condominiums has become deteriorated and appears to have experienced buckling.
The NCDEQ issued a Dam Safety Order (MCDOW-010) dated January 25, 2019 requiring preparation of plans to repair, or alternately, breach the Lady Marion Dam. A copy of the Dam
Safety Order was included in the accompanying information submitted with the online PCN. In general, the Dam Safety Order required the following: (1) The reservoir shall be
immediately drained per the design recommendations and oversight of a professional engineer, at a rate of no more than one foot per day. The reservoir shall be maintained in a totally
drained condition until repairs or a plan to permanently breach that plan has been approved and accomplished. (2) The owners shall develop and implement an approved Emergency
Action Plan (EAP). (3) Submit plans, specifications and supporting data developed by a professional engineer for repair or breach of the dam and permanent drainage of the reservoir
in a manner that precludes downstream sedimentation.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
To comply with the Dam Safety Order, the project will require that the necessary work be conducted in phases.
Phase 1: Dewatering
To comply with the DENR's directive to immediately begin draining the reservoir, dewatering activities commenced on February 28, 2019. The dewatering is being accomplished using
diesel -powered pumps with floating intake (suction) hose and outlet piping. As the water level decreases, the pumps will be relocated closer to the lowering water surface elevation to
increase efficiency and operability. The pumps will be repositioned on a portion of the embankment that is becoming exposed by the dewatering - approximately 10 feet below the dam
crest. A temporary access road and a level surface for the pumps was constructed down part of the exposed embankment. Granular fill was used for the temporary access road and the
level platform upon which to position the pumps. The platform measured approximately 20 feet by 20 feet, and was placed at the left upstream groin area (referenced facing
downstream) at the north end of the dam. Erosion control measures necessary to prevent erosion and sediment runoff from the work area will be installed. Spill containment will be
installed around the pumps to prevent fuel or oil and grease from entering the pond.
Phase 2: Assessment of Reservoir Drain
Pumping will cease once the water level reaches near the bottom of the reservoir. At that point, the access road will be extended all the way to the bottom of the reservoir. To provide a
dry work area, a temporary soil cofferdam will be constructed in the area of the drain. The cofferdam will be constructed of compacted structural fill. In conjunction with the cofferdam
construction, explorations to locate the existing drain will be conducted. Additional dewatering may be required in order to locate the drain.
Once the drain is located, the (presumed) pipe will be exposed to allow for inspection by the contractor and a separate structural engineer. The drain valve within spillway riser will also
be inspected for operability. If operable, the drain pipe will be extended through the coffer dam to convey base flow. The existing drain valve (assuming a flanged connection) will be
removed, and the drain pipe cleaned if required. Outlet piping will be attached to the flange connection in spillway riser, and piping routed past the damaged section of box culvertfor
approximately 180 linear feet.
This phase of the project will result in temporary impacts (fill placement and surface disturbance) within approximately 0.56 acre of jurisdictional wetland. It is likely that this phase of the
project may take up to a year or more to complete.
A drawing that depicts the proposed disturbance limits and impacts to jurisdictional areas are included in the accompanying information submitted with the online PCN.
4j. Please upload project drawings for the proposed project.
11 X1 7 INTERM DEWATERING -REPAIR PLAN. pdf 1.07MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?
O Yes
O No
Comments:
Current limits of jurisdiction within project area have been defined as the OHWM of the reservoir.
4 Unknown

5b. If the Corps made a jurisdictional determination, what type of determination was made?*
O Preliminary d Approved O Not Verified d Unknown d WA
Corps AID Number:
Sc. If Sa is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: S&ME, Inc.
Other:
Sell. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
O Yes 6 No
7b. If yes, explain.
Phase 3: Embankment/Outlet Repair and Aquatic Habitat Restoration
The final and future phase of the project will involve repairs to the epsting outlet and modification of the ewsting embankment. Although plans to conduct the work have not yet been
designed, we anticipate that fill material that was temporarily placed for construction of the access road and coffer dam will be removed and repurposed to flatten the embankment from
its current 2:1 slope to a 3:1 slope for safety purposes. We further anticipate that the outlet will be redesigned and employ a concrete wing -wall system. To prevent degradation of the
stream channel that is likely to develop within the footprint of the former impoundment, as well as upstream areas, a Stream and Aquatic Habitat Restoration Plan will be developed.
Based on an assessment of conditions that develop over the time required to conduct Phase 2, components of the plan may include stream enhancement and stabilization, wetland
restoration, creation of stornmeter pockets, or similar measures designed to inhibit downstream sedimentation and upstream degradation.
It is likely that the jurisdictional limits of the former reservoir will decrease over time following completion of dewatering. Accordingly, the former reservoir and immediate upstream areas
will be re -delineated prior to initiation of Phase 3 so that potential impacts to remaining jurisdictional waters can be determined. An application for conducting the Phase 3 work under
the appropriate NWP(s) will be submitted at that time, prior to initiation of the associated work.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
See 7b
D. Proposed Impacts Inventory C^Q
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
m Wetlands ❑ Streams -tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2a1 Reason(?) 2b. Impact type * M 2c. Type of W.* 2d. W. name * 2e. Forested* 2f. Type of Impact
Jurisdicition*(?)12g.
area*
-]
1 Temp Access T Non -Tidal Freshwater Marsh Reservoir Footprint E
Both 0.560
(acres)
2g. Total Temporary Wetland Impact
0.560
2g. Total Wetland Impact
0.560
2h. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
2g. Total Permanent Wetland Impact
0.000
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed temporary workspace associated with the dewatering and repair design has been limited to the minimum amount considered necessary
to safely perform the work.
Ib. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts will be further minimized by use of appropriate erosion and sediment control measures during construction, and by conducting a pre -
construction meeting to review applicable permit conditions prior to construction.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
0 Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Mitigtation may be required in connection with Phase 3 of the project, and will be addressed at that time. ft is anticipated that aquatic habitat restoration that is proposed for the former
reservoir footprint can be used to offset permanent impacts associated with softening the embankment slope.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) U
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
O Yes O No
If no, explain why:
Project area is not located within a watershed subject to riparian buffer rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
O Yes d No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
O Yes d No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
d Yes O No
2. Violations (DWR Requirement)
2a. lathe site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
C Yes d No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes d No
3b. If you answered "no," provide a short narrative description.
Project does not entail new development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0Yes (;No0 WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
O Yes d No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
O Yes O No
5d. Is another Federal agency involved?*
O Yes d No O Unknown
Se. Is this a DOT project located within Division's 1-8?
d Yes d No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes O No
5g. Does this project involve bridge maintenance or removal?

O Yes 6 No
Sh. Does this project involve the construction/installation of a wind turbine(s)?*
O Yes O No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
O Yes 6 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NCNHP database report and FWS County species listing
Consultation Documentation Upload
NCNHP Marion Lake.pdf 903.83KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
d Yes d No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https:llvmw.habitat.noaa.gov/protection/efh/efhrriapper/
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
hftp://gis.ncder.gov/hpovveb/
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
d Yes O No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Map No. 3710170200J
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
Aerial.pdf 1.84MB
Vicinity.pdf 1.06MB
Marion Dam Safty Order 013119.pdf 500.72KB
Site Photos.pdf 457.09KB
Cover Letter.pdf 181.31 KB
Westwood Chateau.kmz Less than 1 KB
Signature
*
G? By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Joey Lawler
Signature
Sign
Date
4/1/2019

AGENT AUTHORIZATION FORM
Date:
Pro'ect Information
S&ME Project Name:
Type of Project:
Location:
Own
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Contact:
Information
Business Name:
Street Address:
City, State, Zip:
Telephone No.
Contact:
Lady Marion Dam Dewatering
Dam Dewatering Project
Westwood Chateau Condominiums — Marion, NC
Information
Great Meadows, LLC
12019 South 226 Highway
Spruce Pine, NC 28777
828.765.9086
Byron Phillips
S&ME, Inc.
9751 Southern Pine Blvd
Charlotte, NC 28273
704.523.4726
Joey Lawler, PWS
Authorization: I, C� � �Yrtonk�� �,�-�rJS' on behalf of Great Meadows,
LLC, hereby authorize S&ME, Inc. to submit information to and coordinate with
the US Army Corps of Engineers (USACE) and/or the NC Division of
Environmental Quality (NCDEQ) and other relevant Federal/State/Local agencies
pursuant to obtaining relevant Section 404/401 permits for the project
referenced above. If applicable, this also authorizes the USACE/NCDEQ to access
the project area with prior notification and approval for the purposes of
conducting site assessment/confirming the accuracy of delineated boundaries.
Signature:
S&ME, INC. / 9751 Southern Pine Blvd / p 704.523.4726 f 704.525.3953 / www.smeinc.com

AGENT AUTHORIZATION FORM
Date:=�--
Project Intormation
S&ME Project Name: Lady Marion Dam Dewatering
Type of Project: Dam Dewatering Project
Location: Westwood Chateau Condominiums – Marion, NC
Business Name:
iviaiiiilg Address:
City, State, Zip Code:
Telephone No.
Contact:
Hgen-t mtormation
Business Name:
Street Address:
City, State, Zip:
Telephone No.
Contact:
Intormation
Westwood Condominiums Homeowners Association
JANE NEAL
35 JAMES DRIVE, AFF. 2A
MARK3N, NC
828.442.6385 2n/ 2
Jane Neal - Homeowners Association President
S&ME, Inc.
9751 Southern Pine Blvd
Charlotte, NC 28273
704.523.4726
Joey Lawler, PWS
Authorization: 1, QfC41 .1101) e, / v -Uf on behalf of Westwood Condominiums,
hereby authorize S&ME, Inc. to submit information to and coordinate with the
US Army Corps of Engineers (USACE) and / or the NC Division of
Environmental Quality (NCDEQ) and other relevant Federal/State/local agencies
pursuant to obtaining relevant Section 404/401 permits for the project
referenced above. If applicable, this also authorizes the USACE/NCDEQ to access
the project area with prior notification and approval for the purposes of
conducting site assessment/confirming the accuracy of delineated boundaries.
Signature: I / . k �� A 7
S&ME, INC,/ 9751 Southern Pine Blvd /p704.523.4726f704.525.3953/www.smeine.com

RKE Roy Cooper. Governor
No NC DEPARTMENT OF Susi Hamilton, Secretary
■■ ■■ NATURAL AND CULTURAL RESOURCES
N Nbco Walter Clark, Director, Land and Water Stewardship
NCNHDE-8322
February 22, 2019
Ashley Bentz
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
RE. Marion Lake Dam Dewatering
Dear Ashley Bentz.
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httr)s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod nev.butlerWncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
D" :'APTMENTC)I :,'li +.I A`JI ':l_:Gk PA.

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Marion Lake Dam Dewatering
February 22, 2019
NCNHDE-8322
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific NameCommon NameM Last '� Element Accuracy Federal State Global State
Group servation Occurrence Status tatus Rank Rank
a 0 DatAR Rank
Crustacean 32643 Cambarus johni Carolina Foothills 2014-07-07 E 3 -Medium --- Significantly G3 S3
Crayfish Rare
Freshwater 31016 Alasmidonta varicosa Brook Floater 2017-07-31 E 3 -Medium --- Endangered G3 S3
Bivalve
Freshwater 35455 Villosa constricts Notched Rainbow 2014-04-23 E 3 -Medium --- Threatened G3 S3
Bivalve
Freshwater Fish32502 Etheostoma Seagreen Darter 2014-06-12 E 3 -Medium --- Significantly G4 S3
thalassinum Rare
Moss 15617 Rhachithecium Budding Tortula 1949-09-06 H 3 -Medium --- Significantly G4G5 S1S2
perpusillum Rare Disjunct
Sawfly, Wasp, 37139 Bombus affinis Rusty -patched Bumble 1961-07-22 H 4 -Low Endangered Significantly G2 S1
Bee, or Ant Bee Rare
Vascular Plant 23234 Hymenocallis Hillside Spider -lily 1949-08-17 H 3 -Medium --- Special G4?TN SH
occidentalis var. Concern R
occidentalis Historical
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/content/hely). Data query generated on February 22, 2019; source: NCNHP, Q1 Jan 2019.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-8322: Marion Lake Dam Dewatering
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February 22, 2019
Project Boundary
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Page 3 of 3
1:22,754
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources Esri, HERE, Garmin, Intermap, increment P Corp_, GEBCO, USGS,
ENO, NPS, NRCAN, Geri IGN, Kadaster NL, Ordnance Survey, Esri Japan,
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the GIS User Community
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February 22, 2019
Project Boundary
Buffered Project Boundary
Page 3 of 3
1:22,754
0 0.175 0.35 0.7 mi
0 0.3 0.6 1.2 km
Sources Esri, HERE, Garmin, Intermap, increment P Corp_, GEBCO, USGS,
ENO, NPS, NRCAN, Geri IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong),—stopo, © OpenStreetMap contributors, and
the GIS User Community

ROY COOPER.
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
Mr. G. Bryon Phillips
Great Meadows LLC
PO Box 400
Spruce Pine NC 28777
7008 1300 0000 1124 3453
RE: Lady Marion Dam
McDowell County
MCDOW-010
Catawba River Basin
Dear Mr. Phillips:
Att
NORiH CAROLII�IA
Environmental Quality
January 25, 2019
ached is a Dam Safety Order, issued under the authority of the North Carolina Dam Safety Law of
1967, requiring that within 91 days, plans for repairing or breaching the subject dam, located on
Westwood Chateau Drive, Marion in McDowell County, be developed by a North Carolina registered
professional engineer and submitted to the Director of the Division of Energy, Mineral, and Land
Resources. A copy of the North Carolina Dam Safety Law of 1967 is enclosed for your information.
If you wish to contest this Dam Safety Order, you must request a contested case hearing within 10 days
after receiving this notice. This request must be in the form of a written petition that conforms to the
requirements set forth in North Carolina Statute (NCGS) 150B-23. The original petition and one copy
must be filed as follows:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, North Carolina 27699-6700
Any questions about fi
ling a petition maybe directed to the Clerk of the Office of Administrative
Hearings by telephone at [phone].
A copy of the petition must also be served on the Department as follows:
Office of General Counsel
Department of Environment Quality
1601 Mail Service Center
Raleigh, North Carolina 276994601
Please note that failure to comply with this Dam Safety Order may result in:
North Carolina Department of Environmental Quality � Division of Energy, Mineral and Land Resources
5t2 North Salisbury Street 11612 Mail Service Center � Raleigh, North Carolina 27699-1612
919.707.9200

Great Meadows, LLC,
Westwood Chateau Condominiums Association, Inc.
City of Marion
Lenlee, Inc.
NCDOT
January 25, 2019
Page 2 of 2
1. The assessment of a civil penalty. In the case of a willful failure to comply with this Dam
Safety Order, a civil penalty may be imposed in an amount up to $500.00 for each day of
violation. This penalty will begin to run from the deadline established in the Dam Safety
Order; and/or
2. A request to the Attorney General's Office for injunctive relief.
If you have any questions, please contact either:
Mr. Stan Aiken, PEGA
Regional Engineer
NCDEQ/Land Quality Section
2090 US 70 Hwy
Swannanoa, North Carolina 28778
Telephone: [phone]
Mr. George Eller, PE
Interim State Dam Safety Engineer
NCDEQ/DEMLR
1612 Mail Service Center
Raleigh, North Carolina 276994612
Telephone: [phone]
We would appreciate your calling us as soon as you receive this notice so that we can be aware of your
plans and schedule.
Sincerely,
George Eller, PE
Interim State Dam Safety Engineer
Enclosure: Nort
h Carolina Dam Safety Law of 1967
Dam Safety Order DSO -019-002
cc: Landon Davidson — ARO Division of Water Quality Regional Supervisor
Stan Aiken, PEGA — ARO Land Quality Section Regional Engineer
Will Kehler — McDowell County Emergency Services Director

i�LRALU LOI
FINDINGS AND ORDER OF THE DIRECTOR
DIVISON OF ENERGY, MINERAL, AND LAND RESOURCES
Great Meadows, LLC.
ATTN: Mr. G. Byron Phillips
PO Box 400
Spruce Pine, NC 28777
Westwood Chateau Condominiums Association, Inc.
ATTN: Ms. Jane Neal
PO Box 938
Marion, NC 28752
City of Marion
ATTN: Mr. Bob Boyette
PO Drawer 700
Marion, NC 28752
Lenlee, Inc.
ATTN: Mr. Harold Len Bragg
PO Box 1764
Marion, NC 28752
NCDOT —District 1
ATTN: Mr. Chris Gulley
3931 NC 226 S
Marion, NC 28752
RE: Lady Marion Dam
McDowell County
MCDOW-010
Catawba River Basin
Order No. DSO -019-002
Pursuant to the authority contained in North Carolina General Statute (NCGS) 143-215.32 as
delegated to the Director in the North Carolina Administrative Code, Title 15A, Subchapter 2K,
Section .0302 (15A NCAC 2K.0302), I find the following:
1. Five entities own or have some maintenance responsibility for a dam and its appurtenan
t
works on Westwood Chateau Drive, Marion in McDowell County. The dam structure and
appurtenant works are located on, underneath or in association with properties of Great
Meadows LLC, the Westwood Chateau Condominiums, Westwood Chateau Drive, Lady

Order No. DSO -019-002
Page 2
Marion Shopping Center, and a segment of N. Main Street in Marion, North Carolina. The
appurtenant works of the dam includes, but is not limited to, the spillway riser structure and
all outlet conduits) from the point at which water enters the spillway/conduit system at the
lake to the point at which water exits the conduit system into the Garden Creek channel north
of the intersection of Garden Creek Road and N. Main Street.
2. The dam has a structural height of approximately 35 feet, and has an impoundment capacity
of approximately 80 acre-feet, measured at the top of the dam.
3. The dam has the following deficiencies that threaten its integrity:
A. Below grade void spaces} and/or low consistency (low velocity) soil zones that may
have resulted in the visual settlement -related distress observed at the Westwood Chateau
Condominiums. * (see reference below)
B. Possible migration (on-going and previous) of soil materials that would result in piping
associated with the barrel (box culvert from riser) of the dam * (see reference below)
C. Portions of the barrel have experienced loss of integrity in the top slab, up heaving in the
bottom slab, and failure of the construction support system (I -Beam network). + (see
reference below)
4. The dam is classified in the high hazard category because failure of the dam poses a threat to
human life and property downstream from the dam that includes but is not limited to
Westwood Chateau Condominiums, Westwood Chateau Drive, Lady Marion Shopping
Center, a portion of N. Main Street, Marion in McDowell County.
* NCDEQ and the owners were notified of the deficiencies of the dam in a preliminary report
initially delivered to the Westwood Chateau Condominiums Association, Inc representatives
on January 7, 2019. This preliminary report was authored by and based on the investigative
work of Mr. David Legrand, PE of Catawba Valley Engineering & Testing (CVET).
+ Additional deficiencies were found during the visual inspection of and review of the
associated video recordings of the box culvert spillway conduits taken on January 14, 2019,
by two inspectors and CVET. The deficiencies were presented in a stakeholder meeting on
January 17, 2019.

v 1 1
Order No. DSO -019-002
Page 3
Therefore, by the authority of NCGS 143-215.32(b) and 15A NCAC 2K.0302, it is hereby
Ordered that.
1. The reservoir shall be immediately drained per the design, recommendations and work
oversight of a professional engineer, licensed to work in North Carolina. The rate of
draining should not exceed one foot per day (1 ft/day) unless Engineer of Record
provides adequate design justification (which must be approved by NCDEQ). During the
draining process, routine and regular visual monitoring of the dam should be completed
and documented. Complete draining of the reservoir shall be completed within 90 days
of the date of this Order. Once drained, the reservoir shall be maintained in a totally
drained condition that prevents discharge of sediment until such time that repair,
alteration, reconstruction or breaching of the dam is accomplished pursuant to plans and
specifications developed by a licensed professional engineer and approved by the
Director of the Division of Energy, Mineral, and Land Resources. ReAmpoundment of
the reservoir (if any) will also require the issuance of an additional Approval to Impound
issued by the Director.
2. The dam owners shall, within 15 days of the issuance of this order, submit an approvable
Emergency Action Plan (EAP) to NCDEQ Dam Safety and to McDowell Emergency
Management, This Plan must identify potential emergency conditions at the Dam and
specify actions to be followed to minimize loss of life and property damage in the event
of a potential emergency involving the dam.
3. The dam owners shall, within 91 days of the issuance of this Order, submit to this office
plans, specifications, and supporting data developed by a professional engineer for the
necessary repairs, alterations, or modifications required to bring the dam into compliance
with the Dam Safety Law of 1967 or for the breach of this dam and permanent draining
of the reservoir in such a manner that will preclude the washing of sediment downstream.
tl
r, J;P2
Date S. Daniel Smith, Interim Director, Division of
Energy, Mineral, and Land Resources

SITE PHOTOGRAPHS
Lake Marion Dam
Marion, NC
March 23, 2019
PHOTOGRAPH1
VIEWING DIRECTION: South
DESCRIPTION/COMMENT: View of
reservoir at normal water level
elevation. Phot taken on 2019.02.18.
PHOTOGRAPH
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: Second
view of reservoir at normal water
level elevation. Phot taken on
2019.02.20.
jF-
Ao
2
1

SITE PHOTOGRAPHS
Lake Marion Dam
Marion, NC
March 23, 2019
ww9�E;� 3 t s
_F1
PHOTOGRAPH 3
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: View of
reservoir facing west. Photo taken
on 2019.02.20.
PHOTOGRAPH 4
VIEWING DIRECTION: South
DESCRIPTION/COMMENT: View of
pumps during dewatering operation
as water levels begin to drop. Photo
taken on 2019.03.08.

SITE PHOTOGRAPHS
Lake Marion Dam
Marion, NC
March 23, 2019
PHOTOGRAPH
VIEWING DIRECTION: North
DESCRIPTION/COMMENT: View of
embankment becoming exposed as
water levels drop.
-FT
A.;
WES'
PHOTOGRAPH
pp i_
f 7 .y �li ,sky 0 f
1 S i
s z�+�}�
S.
VIEWING DIRECTION: North
:-; "N'tA
�; i
DESCRIPTION/COMMENT: View of
;;•�- ,�` r'
exposed embankment in location of�
proposed access road. Photo taken
on 201902.20.
3

X00
TEMPORARY
ACCESS ROAD
PLACE GRANULAR FILL TO
CONSTRUri PUMPING PLATF7 \
L
I \
o
1 CONS TION ENTRA
z `1'
\ \ PROPOSED 12" DIA BUTTERFLY
\ \ VAVLE (FLANGE CONNECTION)
ORIGINAL WATER SU' A fit\
(APPROXIMATE JURISDICTI NAL BOUNDARY)
EXISTING WESTWOOD CHATEAU CULVERT
APPROX. 6.5' WIDE BY 7.5' HIGH
.,(APPROXIMATE LOCATION)
11
11
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APPROX. INV. EL. 1280 ^� \
PROJECTED/EXISTING DEWATERI PIP\
(APPROXIMATE LOCATION
•
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DRAINPIPE
LOD -
LEGEND
0
EXISTING GRADE CONTOUR (1 FT.)
EXISTING GRADE CONTOUR (5 FT.)
EST. RESERVOIR GRADE CONTOUR (1 ')
EST. RESERVOIR GRADE CONTOUR (5')
UNDERGROUND PIPE
PROPOSED GRADE CONTOUR (1 ')
PROPOSED GRADE CONTOUR (5 ')
LIMIT OF DISTURBANCE
WATER SURFACE
(APPROXIMATE JURISDICTIONAL
BOUNDARY)
0 40 80
GRAPHIC SCALE (IN FEET)
SCALE:
1" = 40'
DATE:
3-19-19
PROJECT NUMBER
7335-19-008
1

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2 �► oRT; 3-15-19
PROJECT NUMBER
vow_ 7335-19-008
REFERENCE: .
GIS BASE LAYERS WERE OBTAINED FROM ESRI AND COUNTY SOURCES. THIS MAP IS FORi MACHINE SHOP FIGURE NO.
INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE r �Pv� '
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED i 0. 1,000 2,000
OTHERWISE. 11 RESP` F��- D Project Area 2
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