20170359 Ver 2_Public Notice_20190924

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US Army Corps PUBLIC NOTICE
Of Engineers
Wilmington District
Issue Date: September 24, 2019
Comment Deadline: October 23, 2019
Corps Action ID Number: SAW -2019-01616
The Wilmington District, Corps of Engineers (Corps) received an application from
Mr. Alan Shuping of the Grandfather Golf and Country Club seeking Department of the Army
authorization to dredge accumulated sediment and to conduct stream bank/shoreline stabilization
activities, along with other improvements on infrastructure in an existing impoundment known
as Loch Dornie, at the Grandfather Golf and Country Club, on NC Highway 105, in Linville,
Avery County, North Carolina.
Specific plans and location information are described below. Due to the large size/amount of
plans, they can be accessed at the following link along with this Public Notice.
http://www. saw.usace.army.mil/Missions/Re ue 1�atoryPermitProre a�m.aspx
Applicant:
AGENT (if applicable):
Authority
Mr. Alan Shuping
Grandfather Golf and Country Club
Post Office Box 368
Linville, North Carolina 28646
Ms. Keven Arrance
Hazen and Sawyer
4011 West Chase Blvd. Suite, 500
Raleigh, North Carolina 27513
The Corps evaluates this application and decides whether to issue, conditionally issue, or deny
the proposed work pursuant to applicable procedures of the following Statutory Authorities:
® Section 404 of the Clean Water Act (33 U.S. C. 1344)
❑ Section 10 of the Rivers and Harbors Act of 1899 (33 U. S. C. 403)
❑ Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33
U.S.C. 1413)

Location
Location Description:
Project Area (acres): 23 Nearest Town: Linville, NC
Nearest Waterway: Linville River River Basin: Catawba (03050101)
Latitude and Longitude: 36.101170 N, -81.852862 W
Existing Site Conditions
The project is located within the existing Grandfather Golf and Country Club residential
development. Existing site conditions are comprised of an approximately 38 -acre man made
impoundment (Loch Dornie) with a surrounding golf course and residential homes. There are six
uninhabited islands and one inhabited island within the lake. Land use within the project vicinity
includes the golf course, administrative and recreational buildings associated with the golf course
and country club, other recreational areas, residential properties (both single and multi -family),
and undeveloped forested areas. Recreational facilities and areas include a clubhouse, maintained
lawn areas, a beach adjacent to the lake, a walking path, and pedestrian bridges. The lake
impounds a reach of the Linville River which ultimately drains to the Catawba River.
Applicant's Stated Purpose
The project consists of numerous enhancements on the site to improve the usability and the
safety of the lake which is a primary recreational feature of this existing development. The
primary purposes are: 1) to dredge accumulated sediments from the Linville River and Loch
Dornie; 2) to improve unstable river banks and lake shoreline areas; 3) to replace pedestrian
bridges that have become unsafe and hazardous; 4) and, to protect sanitary sewer assets.
Project Description
The proposed project consists of numerous enhancements within the Grandfather Golf and
Country Club (GGCC) property. The primary goal of the project is to remove accumulated
sediments from within Loch Dornie and the Linville River channel while providing bank and
shoreline stabilization. The project components include dredging accumulated sediments,
reconstruction of uninhabited islands in Loch Dornie, removal of seven pedestrian bridges and
replacement of five of the seven bridges, sanitary sewer replacement and protection, bank and
shoreline stabilization, construction of a new event lawn and pedestrian path, and erosion and
sediment control measures in the environmental release channel.
Loch Dornie has received sediments from areas upstream of the GGCC property that have been
transported by the Linville River and deposited in the lake when water flows slowed. The
sediments are proposed to be dredged from the lake and reused onsite for shoreline stabilization.
Additionally, in the upper portion of the lake, Loch Dornie is split into narrow lake canals that
are referred to as the "east channel" and the "west channel". At the split, a large amount of
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cobble has been deposited by the river and is altering the flow patterns in the two lake channels,
occasionally eliminating flows in the east channel. The cobble is proposed to be removed by
dredging and reused onsite for shoreline stabilization.
Currently, there are six uninhabited islands in Loch Dornie. These islands are proposed to be
removed or modified as part of the project. The uninhabited islands are characterized by
deteriorating shorelines. Four of the six islands are currently connected by pedestrian footbridges
(Bridges A through E). GGCC proposes to remove or modify the six uninhabited islands and
construct two new uninhabited islands in approximately the same location in Loch Dornie. The
two new, larger islands will be connected by three new pedestrian footbridges (Proposed Bridge
#1, #2, and #3). The footbridges will be made of fiber reinforced plastic (FRP) with concrete
bridge abutments at each end. Bridges #1 and #2 will span the waterway and avoid permanent
impacts to the lake and lakebed. Bridge #3 will consist of three 60 -foot long sections that will
require two support piers to be constructed in the lake. Three options for the piers have been
designed; the option selected shall depend on the foundation conditions encountered during
construction. Dependent upon geotechnical conditions, the piers will consist of either treated
wooden piles driven to depth adequate for support, or concrete supports or wooden piles
anchored into a cast -in-place concrete. The two piers are assumed to be 15 feet tall and 2.5 to 2.5
feet wide. The long dimension will be 9.5 feet at the top and roughly 18 feet at the base. The
dimensions of two cast -in-place concrete bases to establish a level foundation for each pier are
assumed to be 22 feet long, 7 feet wide, and 2 feet deep.
The new islands will be constructed with gentler sloping shorelines that are designed to be more
stable and withstand greater sheer stresses than the current shorelines. Fill materials used to
construct the two new islands are anticipated to consist of suitable dry borrow material, dredged
lakebed and cobble materials from within the project area. The shorelines will be landscaped and
planted to improve the resiliency and stability of the new land surface. The large island is
proposed to be 0.61 acre in size, and the small island is proposed to be 0.26 acre in size.
Within the project area, there are a total of seven existing pedestrian bridges (Bridges A through
G). Five of the existing bridges (Bridges A through E) connect land on either side of Loch
Dornie with the aforementioned five uninhabited islands. Bridge F connects land along the
western shore of Loch Dornie with the inhabited island that is situated between the west and east
channels of the upper Loch Dornie. Bridge G spans the Linville River immediately upstream of
the west and east channel split. Bridge G has been closed to users due to its lack of structural
integrity and severe risk of structural failure. Bridges F and G are proposed to be replaced.
Bridge F is proposed to be replaced in place with Bridge #4. Bridge G is proposed to be replaced
by Bridge #5 and will be adjusted slightly from the alignment of the existing bridge in order to
simplify sanitary sewer reconnection.
There are three segments of sanitary sewer pipes that need replacement or protection. Two
segments are currently attached to the substructure of Bridges F and G described in the preceding
paragraph. These two sanitary sewer pipes will be replaced in-kind and in similar fashion. The
new sewers will be attached to the substructure of the new bridges. As the alignment and length
of Bridge F is to remain unchanged, the associated 6 -inch diameter sewer will also be replaced
with the same length of pipe as is present. As Bridge G will be realigned from its current
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position, the associated 8 -inch diameter sewer will likewise be extended. With 96 feet of existing
sewer being replaced with 105 feet of new sewer. The third sanitary sewer segment is proposed
to be protected. The third segment consists of an exposed pipe crossing the Linville River in the
northern most portion of the project area. Protection of the sewer is proposed to be accomplished
by construction of a grade control sill (GCS) around the pipe. The GCS consists of rock that will
be placed to protect the 8 -inch diameter pipe across the full width of the river.
Bank and shoreline stabilization measures are proposed along reaches of the Linville River, the
east and west lake channels of Loch Dornie, and Loch Dornie. A total of eight locations are
proposed for bank or shoreline stabilization, not including the previously described island
construction and associated shoreline stability design. Bank stabilization (BS) #1 is located
within the Linville River in the upstream most portion of the project area. BS #1 consists of
construction of a 208 foot long imbricated rock wall along the west bank of the river, regrading
the east bank of the river to create a floodplain bench, and installation of 5 GCSs in the bed of
the river. BS #2 is located along the west bank of the Linville River immediately downstream of
Bridge G. The BS #2 location is immediately upstream of the transition from flowing river to
impounded open water area. Stabilization of the BS #2 site consists of constructing an imbricated
rock wall along 80 feet of the west bank of the river that will tie into an existing stacked rock
wall and will match the existing bank surface. The imbricated rock wall is needed to provide
structural support to a very steep bank adjacent to a building. BS #2 will also protect the new
bridge and sanitary sewer manhole from hazards associated with future erosion of the stream
bank.
BS #3 and #4 are associated with the shoreline along the inhabited island in Loch Dornie. BS #3
is located along the west bank of the east lake channel. The BS #3 site has nearly vertical banks
and is at high risk of undermining the structural integrity of private residences on the island if
left in its current condition. BS #4 is located along the south bank of the inhabited island and is
located where the east and west lake channels converge in Loch Dornie. Due to the current
geometry and location of the bank at the BS #4 site, the conditions are appropriate to allow the
development of eddies during times of high flows. BS #4 is needed to protect private residential
structures, provide increased shoreline stability, and improve accessibility and safety along the
south end of the inhabited island.
BS #5 and #6 are located along the western shore of Loch Dornie. BS #5 consists of construction
of a littoral shore and retention of the existing location of the lake's edge of water. BS #6
includes backfilling the site to smooth the line of the shore and reduce shoreline slope to reduce
the risk of future erosive forces along the segment of shoreline. BS #6 involves shifting the edge
of water eastward.
BS #7 and #8 are located along the eastern shore of Loch Dornie. BS #7 is located near the
downstream end of the east lake channel of upper Loch Dornie. BS #7 is triangular in shape and
shows evidence of ongoing erosion of the existing shoreline. The area has a history of
maintenance issues, primarily related to the steep slope above normal pool elevation and the
frequent sediment deposition. The area is proposed to be backfilled, shifting the edge of water to
the southwest. Within the BS #7 area, an existing stormwater pipe discharges into Loch Dornie.
The pipe is proposed to be extended by 105 feet through the area to be backfilled in order to

retain the existing discharge into the lake. BS #4, #6, and #7 have been designed to encourage
water movement that is anticipated to promote self -maintenance of the newly dredged areas,
thereby reducing future maintenance needs.
BS #8 is located adjacent to the existing clubhouse on the eastern shore of the lake. The shoreline
at the BS #8 site is proposed to be extended into the lake. The northern portion of the BS #8 site
is to be graded with gentler slopes than are currently present, and the southern section of BS #8
site is proposed to be stabilized with a concrete retaining wall. The area around BS #8 is often
used by residents and visitors to GGCC and presents a hazard due to the steep, abrupt slopes and
ongoing erosion. The design of BS #8 provides for shoreline stabilization and pedestrian safety
as well as the construction of an event lawn. The event lawn will provide an outdoor space for
recreation and gatherings with the scenic lake as a backdrop.
The proposed enhancements of the GGCC property include path improvements for an
approximately 1,300 -foot long, 6 -foot wide pedestrian path along the west side of Loch Dornie.
The current path is maintained grass, follows the existing sanitary sewer alignment and is
occasionally used for maintenance access. The proposed pedestrian path improvements will
connect the club's administrative offices, fitness center and recreation area to multiple residences
and condos surrounding upper Loch Dornie as well as the island bridges that connect over to the
clubhouse. An additional 200 feet of pedestrian path improvements will connect Loch Dornie
Drive to proposed Bridge#4 and extend briefly east of Bridge #4 on the inhabited island. The
path is proposed to consist of compacted subgrade with 4 -inch deep compacted aggregated base
topped with 4 -inch thick granite screenings. The edges of the path will be maintained in
perpetuity by 6 -inch tall aluminum edging that will be held in place by 12 -inch long aluminum
stakes. Presently, pedestrians share the paved roadways with vehicular traffic. The roads are two-
lane facilities with narrow, vegetated shoulders, presenting a safety concern for pedestrians. The
proposed pedestrian path will provide a safe alternative to sharing the road as well as a more
scenic, aesthetically pleasing route.
Loch Dornie discharges water over the spillway, located at the southeastern corner of the lake,
and through an environmental release pipe. GGCC is required to maintain a minimum flow
through the environmental release pipe to support aquatic life in the Linville River downstream
of the Loch Dornie dam. To accommodate the proposed in -water work of the project, the lake
will be drawn down to establish dry work areas, which will result in no water passing over the
spillway and the only flows from the lake being through the environmental release pipe. Water
diversion and erosion and sedimentation control measures will be in place to protect water
quality. During large storm events, however, water in the lake is expected to rise and be
characterized in higher than normal turbidity due to suspended sediments. In order to protect
downstream water quality during the lake draw -down period, the project also includes an
additional level of treatment that is the placement of erosion and sediment control measures
below the dam in the environmental release channel. These measures consist of floc logs or
blocks to introduce polyacrylamide and coir log rolls to trap suspended sediments.
Erosion and sediment control measures will be implemented and maintained in good condition
throughout the construction period. Measures shall include silt fencing along the downgradient
limits of disturbance, turbidity curtains in Loch Dornie immediately downstream of the work
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areas and immediately upstream of the spillway, and floc logs and coir log rolls in the
environmental release channel. Additionally, all work conducted in the river or lake will be
performed in dry work conditions. The river will be diverted away from active construction areas
and will be conveyed via gravity diversion pipes as needed to ensure dry work zones. The lake
will be drawn down at the commencement of construction in order to establish dry work areas to
accommodate the proposed lake dredging, island reconstruction, and shoreline stabilization.
Construction access to the construction area will be provided by the existing roads at the GGCC.
Vehicular and equipment access within the limits of disturbance shall be provided via existing
access paths, stabilized construction entrances, and temporary access paths. The temporary
access paths are proposed to be constructed of Geoterra structural mats or similar construction
matting. The access paths will generally be 12 feet wide and located in upland areas. Four points
of direct stream or lake access or crossing are proposed along the access paths, and all other
stream crossings coincide with existing site access paths and existing culverts. Stabilized
construction entrances shall be installed where temporary access paths intersect the existing
paved roadways. Stabilized construction entrances will consist of a gravel pad measuring at least
50 feet in length, 12 feet in width, and 6 inches in depth. The gravel will be placed on filter
fabric. The construction entrance is to be inspected weekly and following each rainfall producing
0.5 inch or more of rain.
Indirect impacts may result from the proposed project. Potential indirect impacts include
alterations of downstream water quality, temporary alteration of the aesthetic quality of the site,
and increased traffic within the GGCC property during construction. Downstream water quality
will be protected by implementation of suitable stormwater Best Management Practices (BMPs)
and a project -specific approved erosion and sedimentation plan. The environmental release
channel, which maintains minimum flows from the lake to the downstream reach of Linville
River, will provide protection to Linville River from suspended sediments and turbidity via
temporary placement of flocculent blocks and coir logs/wattles at the outfall pipe inlet and within
the environmental release channel. The visual character of the GGCC will be temporary altered
during construction. The aesthetic impact is part of the reason behind scheduling construction
during the off-season, allowing the number of residents and guests to be affected by the visual
impact to be reduced in comparison to the number of people onsite during GGCC's season.
Winter scheduling also minimizes the effects of increased traffic associated with construction as
there are fewer vehicles onsite during the winter months. The proposed construction schedule
was developed, giving consideration to restrictions associated with encroachment into trout
waters and buffers along trout waters as well as the dates of the GGCC off-season. The trout
waters and buffer time -of -year restriction is herein requested to be adjusted via WRC variance to
allow in -water work and land disturbance within the protected buffer beginning on January 1.
Work is proposed to begin in November and be completed by April 30.
During the months of November and December, work is proposed to consist of site preparation
and other activities upgradient of the landward limit of the trout buffer, which is 25 feet wide and
abuts the top of bank of the Linville River and Loch Dornie. These activities include installation
of stabilized construction entrances and staging areas in high ground, disassembling of existing
wood bridge structures, replacement of existing Bridge G with proposed Bridge #5, and
construction of a retaining wall section in high ground by the clubhouse. Bridge #5 will be

assembled on high ground immediately adjacent to the proposed location then lifted into place
using a crane. January 1, in -water work and buffer -disturbing work is proposed to commence.
This work shall consist of major grading, dredging, and wall construction, and is expected to
occur over a three-month period, ending on or about March 31. Final stabilization measures,
bridge construction, and landscaping is one month, occurring from April 1 to April 30.
Construction equipment is anticipated to include large excavators, bulldozers, and dump trucks.
Small skid steer loaders are expected to be utilized onsite as well. A crane is proposed to be used
for placing some of the bridge structures. Additionally, jackhammers or similar equipment may
be used, if found to be necessary, where bedrock is encountered. A pile driver may be used to
install proposed bridge piers.
Below is a table summarizing the proposed impacts described above.
Site #
Impact Type
Type of Impact
Waterbody
Name
Stream Impact
Length linear feet
SI
Sanitary Sewer Protection
Permanent
Linville River
6
S2
Bank Stabilization #1
Permanent
Linville River
208
S3
Construction Access for S2
Temporary
Linville River
12
S4
Grade Control Sills (4i
Permanent
Linville River
65
S5
Bank Stabilization #2
Temporary
Linville River
54
S6
Bridge and sewer
replacement
Temporary
Linville River
5
Area Impact
(acres)
L1
Dredging Accumulated
Sediments
Permanent
Loch Dornie
5.92
L2
Island Construction
Permanent
Loch Dornie
1.07
L3*
Shoreline Stabilization
Permanent
Loch Dornie
1.12
L4
Dewatering and turbidity
curtain
Temporary
Loch Dornie
4.60
L5**
Bridge Pier Footing
Permanent
Loch Dornie
0.01
*Impact site L3 includes BS#3 through BS#8
**Impact site L5 includes 308 square feet (0.007 acre)
As noted in the table above, a total of 279 linear feet of stream channel/stream bank will be
permanently impacted from bank stabilization activities along with 71 linear feet of temporary
impacts. Approximately 8.12 acres of open water will be permanently impacted by dredging
activities along with 4.6 acre of temporary impacts to open water.
With regards to volume of material that will be dredged, approximately 25,118 cubic yards will
be dredged from Impact Site L1. Of that dredged material, approximately 7,238 cubic yards of
material will used for island reconstruction and bank/shoreline stabilization at Impact Sites L2
and U.
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Also for additional reference, a previous Department of the Army permit requested was
submitted in 2017 but withdrawn pending project revisions. Design elements that were added
between 2017 and 2019 include the island reconstruction, grade control sills, sanitary sewer
protection, bridge replacement, and the extent of temporary dewatering.
Avoidance and Minimization
The applicant provided the following information in support of efforts to avoid and/or minimize
impacts to the aquatic environment. As stated by the applicant, full avoidance of impacts can
only be accomplished with a no -build alternative, which leaves bridges in imminent danger of
collapse, risks a failure of sanitary sewer pipelines and associated spillage of raw sewage into the
Linville River, and allows the effects of accumulated sediments to remain and continue to
increase. The effects of accumulated sediments include restriction of flow, potential increase in
water temperature, excessive growth of vegetation in shallow lake areas, and possibly increased
sedimentation downstream during high flows.
Stormwater Best Management Practices (BMPs) have been included in the project design to
ensure that water quality is protected during construction. BMPs include silt fencing with stone
outlets, turbidity curtains downstream of work area and upstream of the lake spillway, and
routine inspection and maintenance of erosion and sediment control measures.
Shoreline stabilization has been designed to be resilient to high flows that are characteristic of
the project vicinity. Shoreline and bank stabilization measures will protect downstream water
quality by reducing eroded sediments in the waterway and by providing vegetated shore areas
that will facilitate nutrient and sediment removal from stormwater prior to entering the
waterways. Additionally, the island reconstruction and shoreline stabilization components have
been designed to improve flow patterns through the lake and encourage more favorable sediment
transport and sediment deposition patterns, which will help to minimize future maintenance
dredging needs and eliminate offsite disposal of dredged materials.
The construction schedule has been set to restrict in -water work during trout spawning period,
allowing in -water work and land disturbance within the 25 -foot trout waters buffer to commence
no earlier than January 1. The construction schedule requires a variance from the NC Wildlife
Resources Commission (WRC), which is being requested for concurrent review. As a variance
was previously authorized by WRC for the project, it is anticipated that construction will be
permitted to begin in January.
Lake and river access points and/or crossings will be provided by existing access paths and four
temporary construction access paths. The access plan strikes a balance between minimizing the
number of access points and crossings and minimizing excessive vehicular and equipment
movements within the lake and river beds. All in -water work will be performed under dry
conditions. Dry work areas will be established using stream diversions to direct river flows into
the west or east channel as needed, draw -down of the lake by 8 feet, gravity -fed piped

conveyance of river flows through work areas, and a siphon and pump system to maintain the
lake drawdown. The siphon and pump system will be installed at the downstream end of the lake
and will be used to temporarily dewater the lake, pumping water over the lake spillway as
needed to maintain the lake drawdown.
All cast -in-place concrete work shall be performed in dry conditions. All necessary measures
will be taken to ensure that surface waters do not contact wet concrete.
Turbidity curtains will be installed at two locations in the lake. A pair of turbidity curtains will
be installed immediately upgradient of the northern edge of water during lake drawdown to
capture suspended sediments at the downgradient edge of the work area associated with the
dredging and island reconstruction. A turbidity curtain will be installed between the edge of
water during lake drawdown and the siphon and pump system that will be placed at the lake
spillway.
Silt fencing with stabilized outlets will be installed along the downgradient edge of upland work
areas. The silt fence will be inspected regularly and maintained as needed to ensure efficacy.
Dredging methods were evaluated for the proposed project. Hydraulic dredging of the lake and
river bed was considered but determined to not meet the needs of the project. The time required
to remove the necessary volume of material and the cost associated with hydraulic dredging
would result in extending the construction schedule into the GGCC's in -season time and roughly
doubling the cost for the dredging.
Compensatory Mitigation
The applicant did not propose any compensatory mitigation.
Essential Fish Habitat
Pursuant to the Magnuson -Stevens Fishery Conservation and Management Act, this Public
Notice initiates the Essential Fish Habitat (EFH) consultation requirements. The Corps' initial
determination is that the proposed project would not effect EFH or associated fisheries managed
by the South Atlantic or Mid Atlantic Fishery Management Councils or the National Marine
Fisheries Service.
Cultural Resources
Pursuant to Section 106 of the National Historic Preservation Act of 1966, Appendix C of
33 CFR Part 325, and the 2005 Revised Interim Guidance for Implementing Appendix C, the
District Engineer consulted district files and records and the latest published version of the
National Register of Historic Places and initially determines that:

❑ Should historic properties, or properties eligible for inclusion in the National Register, be
present within the Corps' permit area; the proposed activity requiring the DA permit (the
undertaking) is a type of activity that will have no potential to cause an effect to an
historic properties.
® No historic properties, nor properties eligible for inclusion in the National Register, are
present within the Corps' permit area; therefore, there will be no historic properties
affected. The Corps subsequently requests concurrence from the SHPO (or THPO).
❑ Properties ineligible for inclusion in the National Register are present within the Corps'
permit area; there will be no historic properties affected by the proposed work. The Corps
subsequently requests concurrence from the SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps' permit area; however, the undertaking will have no adverse
effect on these historic properties. The Corps subsequently requests concurrence from the
SHPO (or THPO).
❑ Historic properties, or properties eligible for inclusion in the National Register, are
present within the Corps' permit area; moreover, the undertaking may have an adverse
effect on these historic properties. The Corps subsequently initiates consultation with the
SHPO (or THPO).
❑ The proposed work takes place in an area known to have the potential for the presence of
prehistoric and historic cultural resources; however, the area has not been formally
surveyed for the presence of cultural resources. No sites eligible for inclusion in the
National Register of Historic Places are known to be present in the vicinity of the
proposed work. Additional work may be necessary to identify and assess any historic or
prehistoric resources that may be present.
The District Engineer's final eligibility and effect determination will be based upon coordination
with the SHPO and/or THPO, as appropriate and required, and with full consideration given to
the proposed undertaking's potential direct and indirect effects on historic properties within the
Corp s-indentified permit area.
Endangered Species
Pursuant to the Endangered Species Act of 1973, the Corps reviewed the project area, examined
all information provided by the applicant and consulted the latest North Carolina Natural
Heritage Database. Based on available information:
® The Corps determines that the proposed project would not affect federally listed
endangered or threatened species or their formally designated critical habitat.
❑ The Corps determines that the proposed project may effect federally listed endangered or
threatened species or their formally designated critical habitat.
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❑ The Corps initiates consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
❑ The Corps will consult under Section 7 of the ESA and will not make a permit
decision until the consultation process is complete.
❑ The Corps has initiated consultation under Section 7 of the ESA and will not make a
permit decision until the consultation process is complete.
❑ The Corps determines that the proposed project may effect federally listed endangered or
threatened species or their formally designated critical habitat. Consultation has been
completed for this type of activity and the effects of the proposed activity have been
evaluated and/or authorized by the National Marine Fisheries Service (NMFS) in the
South Atlantic Regional Biological Opinion or its associated documents, including
7(a)(2) & 7(d) analyses and Critical Habitat assessments. A copy of this public notice
will be sent to the NMFS.
❑ The Corps is not aware of the presence of species listed as threatened or endangered or
their critical habitat formally designated pursuant to the Endangered Species Act of 1973
(ESA) within the project area. The Corps will make a final determination on the effects of
the proposed project upon additional review of the project and completion of any
necessary biological assessment and/or consultation with the U.S. Fish and Wildlife
Service and/or National Marine Fisheries Service.
Other Required Authorizations
The Corps forwards this notice and all applicable application materials to the appropriate State
agencies for review.
North Carolina Division of Water Resources (NCDWR): The Corps will generally not make
a final permit decision until the NCDWR issues, denies, or waives the state Certification as
required by Section 401 of the Clean Water Act (PL 92-500). The receipt of the application and
this public notice, combined with the appropriate application fee, at the NCDWR Central Office
in Raleigh constitutes initial receipt of an application for a 401 Certification. A waiver will be
deemed to occur if the NCDWR fails to act on this request for certification within sixty days of
receipt of a complete application. Additional information regarding the 401 Certification may be
reviewed at the NCDWR Central Office, 401 and Buffer Permitting Unit, 512 North Salisbury
Street, Raleigh, North Carolina 27604-2260. All persons desiring to make comments regarding
the application for a 401 Certification should do so, in writing, by October 15, 2019 to:
NCDWR Central Office
Attention: Ms. Karen Higgins, 401 and Buffer Permitting Unit
(USPS mailing address): 1617 Mail Service Center, Raleigh, NC 27699-1617
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Or,
(Physical address): 512 North Salisbury Street, Raleigh, North Carolina 27604
North Carolina Division of Coastal Management (NCDCM):
❑ The application did not include a certification that the proposed work complies with and
would be conducted in a manner that is consistent with the approved North Carolina
Coastal Zone Management Program. Pursuant to 33 CFR 325.2 (b) (2) the Corps cannot
issue a Department of Army (DA) permit for the proposed work until the applicant submits
such a certification to the Corps and the NCDCM, and the NCDCM notifies the Corps that
it concurs with the applicant's consistency certification. As the application did not include
the consistency certification, the Corps will request, upon receipt, concurrence or objection
from the NCDCM.
® Based upon all available information, the Corps determines that this application for a
Department of Army (DA) permit does not involve an activity which would affect the
coastal zone, which is defined by the Coastal Zone Management (CZM) Act (16 U.S.C.
§ 1453).
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable impacts
including cumulative impacts of the proposed activity on the public interest. That decision will
reflect the national concern for both protection and utilization of important resources. The benefit
which reasonably may be expected to accrue from the proposal must be balanced against its
reasonably foreseeable detriments. All factors which may be relevant to the proposal will be
considered including the cumulative effects thereof, among those are conservation, economics,
aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife
values, flood hazards, flood plain values (in accordance with Executive Order 11988), land use,
navigation, shoreline erosion and accretion, recreation, water supply and conservation, water
quality, energy needs, safety, food and fiber production, mineral needs, considerations of
property ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of the
impact of the activity on the public interest will include application of the Environmental
Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local agencies
and officials, including any consolidated State Viewpoint or written position of the Governor;
Indian Tribes and other interested parties in order to consider and evaluate the impacts of this
proposed activity. Any comments received will be considered by the Corps of Engineers to
determine whether to issue, modify, condition or deny a permit for this proposal. To make this
decision, comments are used to assess impacts on endangered species, historic properties, water
quality, general environmental effects and the other public interest factors listed above.
-12-

Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Any person may request, in writing, within the comment period specified in this notice, that a
public hearing be held to consider the application. Requests for public hearings shall state, with
particularity, the reasons for holding a public hearing. Requests for a public hearing will be
granted, unless the District Engineer determines that the issues raised are insubstantial or there is
otherwise no valid interest to be served by a hearing.
The Corps of Engineers, Wilmington District will receive written comments pertinent to the
proposed work, as outlined above, until 5pm, October 23, 2019. Comments should be submitted
to Ms. Amanda Jones, Asheville Regulatory Field Office, 151 Patton Avenue, Room 208,
Asheville, North Carolina 28801, at [phone], extension 4225.
- 13 -

OFFICE
BUILDING - J
MAINTENANCE. g _ N� \
BUILDING t -_ _
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'ENVIRONMENTAL RELEASE PIPE r `� PARK
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LOCH DORNIE DRAWN DOWN
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LOCH DORNIE 3' _ _ - ����� DREDGE
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SPILLWAYWEIR �r
- PHASE IB �\ 1
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ACCESS PATH i
PHASE_
1 B
PEDESTRIAN SAFETY
FENCE, TYP
/ LIMITS NDISTURBANCE
DISTURBB ANCE. TYP
SCALE: 1" = 120'
120 60 0 120'
1" = 120'
LEAD ENGINEER'. T. SCHUELEF2 DATE. AUGUST 2019
GRANDFATHER GOLF&
suPPORnNCENGINEER��� COUNTRY CLUB EROSION & SEDIMENT CONTROL HAZENNo 32453-002
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
LANDSCAPE ARCHITECT PHASE 1 OF 2
DESIGNED BY J. MCSWAIN HAZENAND SAWYER STEWART DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING& EOO1
DRAWN BY'. J. MCSWAIN 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1"
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO FULL SCALE
REV ISSUED FOR DATE gy CHECKED BY'. T. SCHUELER

OFFICE -
-MAINTENANCE- - � BUILDING
BUILDING
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ENVIRONMENTAL RELEASE
FLOW TO HA VE FLOCCULANT
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-
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EVATION3787.5
CU RTAIN. TYP
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DIVERSION #5
Y PEDESTRIAN SAFETY
l CRFF/�RQ / FENCE, TYPLIMITS OF
PLAN DISTURBANCE. TYP
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120 60 0 120'
1" = 120'
LEAD ENGINEER'. T. $CHUELEF2 DATE'. AUGUST 2019
GRANDFATHER GOLF &
Hazen , COUNTRY CLUB EROSION & SEDIMENT CONTROL HAZEN NO 32453-002
SUPPORTING ENGINEER'.
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
LANDSCAPE ARCHITECT PHASE 2 OF 2
DESIGNED BY J. MCSWAIN HAZEN AND SAWYER STEWART DRAWING NUMBER'.
4011 WEST CHASE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING & E002
DRAWN BY'. J. MCSWAIN 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1" C
11 DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE V THEN DRAWING IS NOT TO FULL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. $CRUELER

N�
v -�
OFFICE -- _
BUILDING - - � NOTES:
-MAINTENANCE ��
1. PLANS SHOW COMBINATION OF GIS. LIDAR. AND
BUILDING -- j — ��\\ MAY 10. 2019 SURVEY DATA
00
\ / 1 ( I
/
1(\ I
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111111 I 7\ j/ 1
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EX COBBLE DEPOSITION
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SANITARY PIPE CROSSING �\
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' cR9Y LOD
PLAN
120 60 0 120'
SCALE: 1" = 120' 1" = 120,
LEAD ENGINEER'. T. SCHUELEF2 DATE. AUGUST 2019
GRANDFATHER GOLF &
ENGINEER
HazenSUPPORTING COUNTRY CLUB EXISTING CONDITIONS & DEMO PLAN HAZEN NO 32453-002
LANDSCAPE ARCHITECT '.
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
'. OVERALL
DESIGNED BY J. MCSWAIN HAZENAND SAWYER STEWART DRAWING NUMBER'.
4011WESTCHABE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING &
DRAWN BY'. S. KANE 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 C 1 00
DO NOT USE FOR CONSTRUCTION CENSE NO C-0381 CENSE NO C-1051 SITE ENHANCEMENTS FTHIS BAR DOES NOT MEASURE I"THEN DRAWING IS NOT TO FULL SCALE
REV I ISSUED FOR DATE JBYCHECKED BY T. SCHUELER

\ SEE INSET 1
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T ��\���i SCALE: 1" = 30'
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
�a
STEWART
STEWART
223 S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH., GOLF CART BRIDGE., AND
FAIRWAY BOUNDS.
OEM
EXISTING CONDITIONS & DEMO PLAN
AREA 1
0 1/2" 1
IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOT TO FULL SCALE. �I
30 15 0 30'
DATE AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
v
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PLAN MATCH LINE - SEE DWG C102 8
T ��\���i SCALE: 1" = 30'
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
�a
STEWART
STEWART
223 S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH., GOLF CART BRIDGE., AND
FAIRWAY BOUNDS.
OEM
EXISTING CONDITIONS & DEMO PLAN
AREA 1
0 1/2" 1
IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOT TO FULL SCALE. �I
30 15 0 30'
DATE AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
v I,,,la'ti
LEAD ENGINEER'.
T. SCHUELER
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT'.
DESIGNED BY
J. MCSWAIN
DRAWN BY
S. KANE
CHECKED BY.
T. SCHUELER
III \
\
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PLAN MATCH LINE - SEE DWG C102 8
T ��\���i SCALE: 1" = 30'
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
�a
STEWART
STEWART
223 S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH., GOLF CART BRIDGE., AND
FAIRWAY BOUNDS.
OEM
EXISTING CONDITIONS & DEMO PLAN
AREA 1
0 1/2" 1
IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOT TO FULL SCALE. �I
30 15 0 30'
DATE AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.

MATCH LINE - SEE DWG C101
——r
'
SSMH `ail lt\i r'jill '
it TOP l is
ELEV. 3822.56 \ \ �ri�1�i�„ I�iii ii iii—
,�'
m p���� � sfa• crr FAIRWAY 17 QQ
i,
�',
DEMO PEDESTRIAN BRIDGE AND
' �i�ili��'ii'iii���i'� lgi , �� i'ii� X � SANITARY PIPE CROSSING �
V'',��I �';1 W.E.: 3824.1}, ���b;nl��n „�;;;qhJ /' Q'�I�ylo'l��- ��� /SEE DWG C400 FOR NEW SANITARY DESIGN
SEE DWG B501-B504 FOR NEW BRIDGE DESIGN
SSMH p> '' d I o�� g,
V`���An TOP ELEV: 3821.39 -I ����iil�
SSMH '��,�\� q`��
TOP ELEV: 3808.32 i i�A�t�ti�4 �A���i
`A\ V',
)�_
� = �
,1:,';.:i�` it 1 1_0� ` o
SSMH g
TOP EL:3810.40
_8"TRUSS IN (SE)I.E.: 3805.98
LANDSCAPE
8" TRUSS IN(NW)I.E.:3805.87,.AND
/
I� FENCING
lam- --s \--------- /
---
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--------
-- tcb
--_--,-� M
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BUILDING
/111LIM ITS�OF EXITING DRY STACK ROCK WALL �� ' �� TEE 18 `
/ o SSMH
ELEV: 3806.21 ii i l ���1���� �A P��`�` /� --- �� ' \ S \ TOP ELEV: 3811.33
.. \ ) 8" DIP IN (SW) LE.: 3808.21
'iliii�%��'4„ HDPE IN (SE I.E.: 3808.00
p�� 38" TRUSS IN (NE) LE.:3807.37
J''i' �J �*�
/ i� 8" TRUSS OUT (NW) LE:3801.28
¢-
�` / J
o
BUILDING HA'��A�``�
TEE 18
i
COBBLE
DEPOSITION` ��� ��A.�� � � �sa I ` � �- � � �i � - 4
1\ INS
i � 5
/
SSMH
TOP ELEV: 3831.00 /
l
BUILDINGC - BUILDINGCA' �`\��
MATCH LINE SEE DWG C103
TEE 18
I \ \�l�l �\� �� �' 2 30 15 0 30'
PLAN00
1"=30'
Q LU
SCALE: V=30' LU
co
LEAD ENGINEER'. T. SCHUELEF2 ® DATE AUGUST 2019
GRANDFATHER GOLF &
SUPPORTING ENGINEER H"en
COUNTRY CLUB EXISTING CONDITIONS & DEMO PLAN HAZENNO 32453-002
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
LANDSCAPE ARCHITECT AREA 2
DESIGNED BY J. MCSWAIN .
HAZEN AND SAWYER STEWART DRAWING NUMBER'
4011 WESTCHABE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING&
DRAWN BY S. KANE 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1" C 1 02
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO FULL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER

�TrF18
MATCH LINE - SEE DWG C102
BUILDINGC �>
— _ / __Pli �il'iplpii�'u�i ill ,� ��/ii,���� j� — x — + BUILDINGC �� V I ���, "��A — -----
/ �ddu �I' �h�� -- y v I �� o
\
D DRIV
ISLAM {PAT
SSMH
V TOP ELEV'. 3811.80 ♦ / � �/��' ,�'(;� 1 u, � �_ _-- - \ � V., �A.,,� A,_�—�
BUILDINGC
FAIRWAY18`
-41 11
NAS. 3787.9
BUILDING
SSMH
ELEV'.19
BUILDING
BUILDING
'LU LU
Ma'
�
+
2+ II' iii A ` i��'+ W'`
BUILDING
\\1W
BUILDING
`�
\ i n
SSMH
+
BUILDING
�i SSMH
't I +TOP ELEV'. 3811.38+x', \
C;7 C7
EXE E
v
V`NA�`
OF WATERS
BUILDING
BUILDINGA
�I,1
TOP ELEV'. 3799.45
BUILDING
_MATCH LINE -SEE DW 0 I
PLAN
3190
SCALE:
SCALE: 1" = 30'
30 15 0 30'
1" = 30'
LEAD ENGINEER'. T. SCHUELEF2
^
GRANDFATHER GOLF &
DATE. AUGUST 2019
SUPPORTING ENGINEER.
COUNTRY CLUB
EXISTING CONDITIONS & DEMO PLAN
HAZEN NO.. 32453-002
LANDSCAPE ARCHITECT .
75% DESIGN
DO NOT USE FOR CONSTRUCTION
H"enS T E WA RT
HAZEN AND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
LINVILLE, NORTH CAROLINA
AREA 3
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWN BY S. KANE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
C 103
0 1,2" 1"
IFTHISBARDOES NOTMEASUREI"THEN DRAWING IS NOTTO FULLSCALE
REV ISSUED FOR DATE BY CHECKED BY'. T. SCH UELER

MATCH LINE
SEE DWG C102
U-1
W
Loo
�lcp
I � � �� �� `� A'--��� �:.A"moi ✓� ��' i �
4" CPP TO BE EXTENDED__ \ \ \ \ \
\<b
3791.384`�INV"CPPSEE DWG C204
\\\
\
\\ =�/
BUILDING
4'CPP \
\V 3787
IN
vV oa FAIRWAY IB
BUILDING
LOCH
` DORNIEI
A MATCH LINE -SEE DWGS C105 & C106'-
PLAN
SCALE: 1" = 30' °Q
LEAD ENGINEER.
T. SCHUELER
A
-
LANDSCAPE ARCHITECT'.
-
DESIGNED BY
FAIRWAY 18
DRAWN BY
S. KANE
CHECKED BY.
T. SCHUELER
Loo
�lcp
I � � �� �� `� A'--��� �:.A"moi ✓� ��' i �
4" CPP TO BE EXTENDED__ \ \ \ \ \
\<b
3791.384`�INV"CPPSEE DWG C204
\\\
\
\\ =�/
BUILDING
4'CPP \
\V 3787
IN
vV oa FAIRWAY IB
BUILDING
LOCH
` DORNIEI
A MATCH LINE -SEE DWGS C105 & C106'-
PLAN
SCALE: 1" = 30' °Q
LEAD ENGINEER.
T. SCHUELER
SUPPORTING ENGINEER'.
-
LANDSCAPE ARCHITECT'.
-
DESIGNED BY
J. MCSWAIN
DRAWN BY
S. KANE
CHECKED BY.
T. SCHUELER
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
A
STEWART
STEWART
223 S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
EXISTING CONDITIONS & DEMO PLAN
AREA 4
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOTTO FULL SCALE.
30 15 0 30'
1"=30'
DATE. AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
0 1/2" 1" C104

FOR BRIDGE WORK, SEE DWG
I
B401 - B404
VA
REMOVE SANITARY LINE
(MANHOLE TO MANHOLE),
FOR SANITARY WORK,
SEE DWG C400
/
LEAD ENGINEER'.
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT'.
DESIGNED BY'.
DRAWN BY'.
CHECKED BY'.
/3790- o_B"_��-�
\ f i
I '
I
I '
l
ASPHALT DEMO
LOCH
ORNIE
- =
3782----' ��
EX EDGE
OF WATER --- _
J \ XPi \ • ���— __ \
T.SCHUELER
J. MCSWAIN
S. KANE 75% DESIGN
T. SCHUELER DO NOT USE FOR CONSTRUCTION
\ MATCH LINE - SEE DWG C104
LOCH
DORNIE
DEMO
PEDESTRIAN
BRIDGE "D"
'T
II
3798.25
�\ -- DEMO PEDESTRIAN �
_ i--- BRIDGE "E"
'aA
oi v A ,A i ilii i�'' `��`
(70
',
BUILDING
/ I
—
--— A
LOCH >> A
DORNIE
SSMH
�DT,OP ELEV'. 3795.52
Hazen
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
"A
STEWART
STEWART
223 S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
GRANDFATHER GOLF&
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
----------
� I
I \
----------�
I I
I
EXISTING CONDITIONS & DEMO PLAN
AREA 5
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOTTO FULL SCALE.
30 5 0 30'
1"=30'
DATE. AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
C105

cb
I� ---
AG_l%� -C. 1MATCHLINE-SEEW�_A0
O�X\_F i-Wa�,.�A`�TAEEJ�� R \l�AI_F\/I A ��-AI, ;RW0\a A'Y 18
EXISTING � , 8
EXISTING
ISLANDTYP
i—_
`-
,\
, o
Bi,'A"y\uiv�
L�
yii
D -V
LOCH EXROCKPg LL TY
DORNIE A
` oa
ISLAND
�
�
,
e',
' A•. `-• ,�a����cBUILDING
AD, �D
U�G�IL
D
I
N
�
aG
ALU D, qTHIS AREA NOT
'TO
LOCH
Z BE DISTURBEDDORNIE LOCHL,/ter zI r\ / DEMO PATH, STORMWATERDORNIE DRAINAGE SYSTEM, AND
VEGETATION AROUNDDEMO CLUBHOUSE THAT ISPEDESTRIAN GREEN 18 // FLAGGED FOR REMOVAL "E" B
1p
DE ---__
BRIDEMO 'r `'BL
PEDESTRIAN -- — — — —
- ----- Y BRIDGE "A" V
�DEMOPEDESTRIAN
BRIDGE "C" DEMO PEDESTRIAN
BRIDGE „B„
LOCH ------
DORNIE J
----------
-ND ISLAREMOVE AND SALVAGE FLAG4
POLE, LIGHTING AND �
-
/ \ v
ELECTRIC CONTROLS
\ MATCH LINE -SEE DWG C107 A LOCH�____-----
i I � i ,. 'i, I �-� DORNIE
\V ----------r
------ PLAN
SCALE: V=30'
30 15 0 30'
LEAD ENGINEER'. T. SCHUELER
DATE. AUGUST 2019
GRANDFATHER GOLF &
SUPPORTING ENGINEER'.
COUNTRY CLUB
EXISTING CONDITIONS & DEMO PLAN
HAZEN NO 32453-002
LANDSCAPE ARCHITECT.
Hc
-- ST E WA RT
HAZENAND SAWYER STEWART
LINVILLE, NORTH CAROLINA
AREA
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHABE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 1/2" 1"
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
0106
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
IFTHISBAR DOES NOTMEASUREI"THENDRAWINGISNOTTOFULLSCALE
REV ISSUED FOR DATE By CHECKED T. SCHUELER

MATCH LINE -SEE DWG C105 % ,MATCH LINE -SEE DWG C106 I
\;--_,:"✓iii � �A`,� � /��,i �, �_ _ _ _— ���__ %� ��i
85MH
,TOP ELEV'. 3798 84 EX EDGE \
OF WATER
aoi
Gol
001 001
TOPELEV 379849 AV
T, LE>Qw�., 1 ; EX GRASSED UTILITY
t� / ACCESS PATH
v_L
LOCH
DORNIE
I
.3795./
1
1 1
bV \l 1 `v� 1 =------
/ 1 /
TOP ELEV'. 3794.35--_
,
$9_lOD
1
STOP ELEV'. 3792.97 1
BUILDING
-� MATCH LINE SEE THIS SHEET\ O
z
PLAN \1 \\\ \I\ \1,1 111 \ 1 _
SCALE: 1" = 30' 1 00
Q LU
I, 1
MATCH LINE - SEE THIS SHEET�_�
El
EX GRASSED UTILITY
ACCESS PATH
4 BUILDING
3793.89.
LOCH
DORNIE
-`- -- - i ,%,�
'per
EX EDGE
OF WATER \
SSMH i I
TOP ELEV'. 379433' /
SSMH
TOP ELEV'. 3795.20
P y 3
5 i \
i
r
_lam I
PLAN
30 15 0 30'
SCALE: 1" = 30'
1"=30'
LEAD ENGINEER'. T. SCHUELER
DATE. AUGUST 2019
GRANDFATHER GOLF &
SUPPORTING ENGINEER.
�'
COUNTRY CLUB
EXISTING CONDITIONS & DEMO PLAN
HAZEN NO.. 32453-002
Hc'
LINVILLE, NORTH CAROLINA
AREA 7
LANDSCAPE ARCHITECT.
,�-n S T E WA RT
HAZENAND SAWYER STEWART
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHABE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 1/2" 1"
DRAWN BY S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
%
C 1 0
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
IFTHISBAR DOES NOTMEASUREI"THEN DRAWING IS NOTTO FULLSCALE
/
REV ISSUED FOR DATE By CHECKED T. SCHUELER

N�
NOTES:
1. PLANS SHOW COMBINATION OF GIS. LIDAR .AND
MAY 10. 2019 SURVEY DATA
CLIFTON
PARK i X//�/iii/
IE
—
V r -,\,A \ / /j // Q /��/�� SHORERN
LOCH DORNIE
/ \\� l •-... //////// / J��T/ j// // l/ /"\ `�— \\ \ \ ,. DREDGE
/
ISLAND DRIVE
1 4 I / Ifl // S� ���/ice/ii/ / // / �/i i / i/ ✓\� \o — \\ / I LAWN
PEDESTRIAN
PATH
//ii / //�l �\ voov \
LOCH DORNIE EX ISLAND
II / /j %//% // //// // / /\ti / —,} \ \� g° �\ �e •� \\\ ` DRIVE BRIDGE\
NORMAL POOL oo I
ELEVATION = 3787.5
REMOVE ISLAND
\Loa
EX EDGE
1 OF WATER CLUBHOUSE EVENT LAWN SMALL ISLAND.
1 I )\ p I
f/
I '
\ 1 r
REMOVE ISLAND ISLAND PROTECTION'., FOREBAY
POOL TO BE EXCAVATED
FAIRWAY 17
Loa
�LpO
Loo <oa A
FK
PLAN
SCALE: 1" = 120'
120 60 0 120'
1"= 120'
LEAD ENGINEER'. T. $CHUELER DATE. AUGUST 2019
GRANDFATHER GOLF&
ENGINEERLANDSCAPE ARCHITECT
HazenSUPPORTING COUNTRY CLUB GRADING & DREDGING PLAN HAZEN NO 32453-002
'.
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
. OVERALL
DESIGNED BY J. MCSWAIN HAZENAND SAWYER STEWART DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING& ^
DRAWN BY'. S. KANE 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1" C200
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOTTO FULL SCALE
REV ISSUED FOR DATE
By
CHECKED BY'. T. $CFI UELER
BEACH AREA
PARKING`//_�
Go
\�——�\
FAIRWAY 18ED
I X� ��-Loo l CD�,
,, \
����
Vli J
V Il ! —\Q\
1
v
9 �v llt V
�lll
A
I ipp
—�
�o goo T Loa
�
\
\
/
\
i\`}/'
r\ //
�����
%
—
--�,
f '"
— �" .. }II\}1 (�^
�\ 1\\}t1�11i1�
�/ \
\\ \\� \\\
\\\�\\\\\\\�\�
1 �, \
`l tll
4j
�.00
-•
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—
� —
1 ° i\
---"^f �� •, �L t.
/
, \°•
\ \\� • //
\� ) \\ ,— `°
STREAM STABILIZATION
AND BANK PROTECTION
✓ /%/
\`� — �'
i❑
\\\\\\\
1
�c@yo
�"_`
—Il���l\�~
\
�\
\\\ •;
/
BRIDGE
0\\
r
,\
_CLUBHOUSE
GiP
�,.`lhrJ
j(���
_ —
--_—\ —\, -- \ !''
.,
I\�
��'1\ 1 \
©
1,
PRINCIPAL
`
iJ)l 'ILti
SPILLWAY WEIR
LOCH DORNIE
POINT
_
FAIRWAY 18 FILL
COBBLE DEPOSITION TO BE
REMOVED AND REUSED FOR NEW
7
REMOVE ISLAND ISLAND PROTECTION'., FOREBAY
POOL TO BE EXCAVATED
FAIRWAY 17
Loa
�LpO
Loo <oa A
FK
PLAN
SCALE: 1" = 120'
120 60 0 120'
1"= 120'
LEAD ENGINEER'. T. $CHUELER DATE. AUGUST 2019
GRANDFATHER GOLF&
ENGINEERLANDSCAPE ARCHITECT
HazenSUPPORTING COUNTRY CLUB GRADING & DREDGING PLAN HAZEN NO 32453-002
'.
S T E WA RT LINVILLE, NORTH CAROLINA STEWARTNO L19013
. OVERALL
DESIGNED BY J. MCSWAIN HAZENAND SAWYER STEWART DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING& ^
DRAWN BY'. S. KANE 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1" C200
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOTTO FULL SCALE
REV ISSUED FOR DATE
By
CHECKED BY'. T. $CFI UELER

/➢,',I,r =_ � r ill
I%aril
� � �/11,11//�'v�'�P;v��_,.-----;;II,➢a4'n����
�Av
/
BUILDING J
i v
170 LF NEW SPLIT-RAIL
\ —FENCE', SEE DETAIL
DWG C301
II �
. I i
-- -- -- -- -- — --
0
\� Avv/Avv\v�
\
SEE INSET
IRW#2
i REPLACEMENT'. SEE
\
I l l I l
I /
BUILDING J
vN
O i
O
'I I II
LINVILLE RIVE�t
STATIONING
SEE DWG C300
v
_goo v v
_ \ \�
\
IIII�,III\I ,
DESIGN INFORMATION
SEE DWG C300
FAIRWAY 77
I
/➢,',I,r =_ � r ill
I%aril
� � �/11,11//�'v�'�P;v��_,.-----;;II,➢a4'n����
�Av
/
BUILDING J
i v
170 LF NEW SPLIT-RAIL
\ —FENCE', SEE DETAIL
DWG C301
II �
. I i
-- -- -- -- -- — --
0
� � A
A `I
/\ \
/
\� Avv/Avv\v�
"
vV
IRW#2
i REPLACEMENT'. SEE
\
DETAIL DWG C301
BUILDING J
vN
O i
O
FOR IMBRICATED ROCK WALL (IRW)
DESIGN INFORMATION
SEE DWG C300
v
_goo v v
_ \ \�
\
-
FOR GRADE CONTROL SILL (GCS)
DESIGN INFORMATION
SEE DWG C300
FAIRWAY 77
I
cp
/
\A
POTENTIAL BOULDER
�I
HARVEST AREA'., SEE NOTE 3
� � A
A `I
/\ \
/
111\�1 ---- ,—
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
I III I
BiII I� I \ 3. BUILDER HARVEST AREA (TO BE DEFINED AT NEXT
IIIIIII�/ `� DESIGN STAGE).
INSET 1
SCALE: V= 30'
PIAN MATCH LINE — SEE DWG C202
SCALE: 1"=
"A
STEWART
STEWART
223S WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
30 15 0 30'
1" = 30'
\� Avv/Avv\v�
"
vV
IRW#2
i REPLACEMENT'. SEE
\
DETAIL DWG C301
BUILDING J
vN
O i
O
FOR IMBRICATED ROCK WALL (IRW)
DESIGN INFORMATION
SEE DWG C300
v
_goo v v
_ \ \�
\
-
FOR GRADE CONTROL SILL (GCS)
DESIGN INFORMATION
SEE DWG C300
FAIRWAY 77
I
cp
111\�1 ---- ,—
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
I III I
BiII I� I \ 3. BUILDER HARVEST AREA (TO BE DEFINED AT NEXT
IIIIIII�/ `� DESIGN STAGE).
INSET 1
SCALE: V= 30'
PIAN MATCH LINE — SEE DWG C202
SCALE: 1"=
"A
STEWART
STEWART
223S WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
30 15 0 30'
1" = 30'
\� Avv/Avv\v�
"
vV
\
i REPLACEMENT'. SEE
\
DETAIL DWG C301
BUILDING J
vN
O i
O
\ v�\
111\�1 ---- ,—
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
I III I
BiII I� I \ 3. BUILDER HARVEST AREA (TO BE DEFINED AT NEXT
IIIIIII�/ `� DESIGN STAGE).
INSET 1
SCALE: V= 30'
PIAN MATCH LINE — SEE DWG C202
SCALE: 1"=
"A
STEWART
STEWART
223S WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
30 15 0 30'
1" = 30'
"
300 LF -SPLIT -RAIL FENCE
\
i REPLACEMENT'. SEE
\
DETAIL DWG C301
111\�1 ---- ,—
Hazen
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD. SUITE 500
RALEIGH. NORTH CAROLINA 27607
LICENSE NO C-0381
NOTES:
1. EXISTING GIS CONTOURS USED FOR TOPOGRAPHY
OUTSIDE OF SURVEY.
2. AERIAL IMAGERY WAS USED TO DETERMINE A PORTION
OF THE GOLF CART PATH, GOLF CART BRIDGE, AND
FAIRWAY BOUNDS.
I III I
BiII I� I \ 3. BUILDER HARVEST AREA (TO BE DEFINED AT NEXT
IIIIIII�/ `� DESIGN STAGE).
INSET 1
SCALE: V= 30'
PIAN MATCH LINE — SEE DWG C202
SCALE: 1"=
"A
STEWART
STEWART
223S WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-1051
30 15 0 30'
1" = 30'

NOTES:
1. CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
MATCH LINE 1 �\1 `11h11,11 1 1 INCLUDING DOCKS AND DECKING.
2. SEE DWGS E002 -E203 FOR DETAILS AND PHASING FOR
-SEE DWG C209� WATER HANDLING DREDGING AND EARTHWORK.
-- -- -- -- - -- 1 u j` -- _ -- -- -- o - -- -- -- 1
SSMH \ \\ 1X11 Ir 1 lii li 111 - t1 ,Ar11u\ g
TOP ELEV: 3822.56 \ 1 1 `� �1�111 i I�iiilii Il , O
FAIRWAY 77
� n
`Viiiii�ll \ l iii ',11111 o%111/ii 11 - ?III `iligil`1�. , �` � $
Vv`}V
„11d1y� 1 1
"\J,
�1�v110;
.1111151
I,011,1i1m11y1A'o1 1 1 liiilJbl
1111 ii\\ LINVILLE RIVER 1111 t111 1111\``
„111l„,1 ,,i 1,11„ 11 "I,K 3
1` ,1 STATIONING 1, , i1y111,11
I '
1111111`hl W.E.: 3824.1 i�iilii�lilNil L
4r�h �
"iiii
i
SSMH
pp ,P11 TOP ELEV: 3821.39 �111'PilPull 1 LOD
\�\� �1;�;A
x11'.... �v 11''11'1 nlil SSMH
VA1v1111v11n1 h TOP ELEV: 3808.32 n t,1u1111 11��1\, 1
111 1
I
I 11 I I 11' 11111 I 111 1 I ' 1' IIID IIS � �p � 1
,1111',11,
' 111
111 iii 1 i 1 1u1111 , i 1' f%� '�41\ g '
FOR PROPOSED BRIDGE 5 WORK,
�\\ 1`i I \ , SEE DWG B501 -B504
�1�;1111 ;11;11111111111111'; `111 11r��,�%11,1Y� ��.�1 111 v a
11(
�S11 1 1 GREEN 17`1 �I��
1'1 11'V1 � r
FOR PROPOSED SANITARY SEWER WORK
-SEE DWG C400
1'l ,i�l, 1i11j111i i11owi111 / �JRW H3!.:�:,pd 1\I i, 111 j/ 1�T Vi'�- <
oA_�/\,--/\ bp^;
11 / pp
ss
FOR IMBRICATED ROCK WALL (IRW) DESIGN INFORMATION \ w 11 0r
SEE DWG C300 1 II
�ss 87RU53
1
BUILDING
„SSMH \ ' / 111111,11 1180(_' ����� ,' , \ SSMH \
ELEV: 3806.21 �i 11111i1�j1 3 \�`� /� --- � 1 \ S1 TOP ELEV: 3811.33
"� i . �1 A ) 8" DIP IN (SW) LE.: 3808.21
l�� ''i, ,' 1 ' ' % , 1N 1� i " ' ! 11✓✓1 'O i��)��C,'o ��I\ 4.' HDPE IN (SE) I.E.: 3808.00
`� >i A� 3
a' \ 8"TRUSS IN NE I.E.: 3807.37
��..- ( )
REMOVED A DSREUSED FOR ,1
1 't 1, 8" TRUSS OUT (N W) LE: 3801.28
NEW ISLAND PROTECTION'.
POOL TO BE
A EXCAVATED
�1 1/
BUILDING� / i\--
`
DREDGE BOTH UPPER
LOCH DORNIE CHANNELS
SSMH
TOP ELEV: 3831.00
TEE
BUILDINGC__
MATCH LINE -SEE DWG C203j
reE 13 ca _ 1 w N
�i Z U
PLAN---
.���
SCALE :1"=30'
co
LEAD ENGINEER. T. $CRUELER® GRANDFATHER GOLF &
SUPPORTING ENGINEER H"en
COUNTRY CLUB
GRADING & DREDGING PLAN
LANDSCAPE ARCHITECT. LINVILLE, NORTH CAROLINA AREA
DESIGNED BY J. MCSWAIN
STEWART
HAZENAND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
$. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
�cHEvcvKEBDyBY
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
REV ISSUED FOR DATE By T. $CRUELER
4
3
0
6
V
7
7
1
flommill
0 1/2" 1
IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOT TO FULL SCALE.
30 5 0 30'
DATE. AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
C202

NOTES:
-
k TEE 78 __ 1. CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
�' INCLUDING DOCKS AND DECKING.
�
2. SEED GS E002 -E203 FOR DETAILS AND PHASING FOR
LINE -SEE DWG 0202 WATER HANDLING.. DREDGING, AND EARTHWORK44/.
--
�/ o -
`�� `�A�. - -
�
BUILDING A V�� A ,---_--
DREDGE BOTH UPPER Op
_ v
�LOCH ooRNIECHANNELs�
�EasTANowesT)
•`A:AA,.�`A� � `����I SSMH
------ -- V - BUILDINGC
ISLAND
�i\ _ — \ `�\A ` ` 1����
DRIVE BRIDGE :%i"i% / im iii �`����� \ ���\,\ _ ���i�` ,
'!` �\ I I ' FAIRWAY18`
PROPOSED
COBBLE SWAL i
I " \
\�\ LINVILLE RIVER
� STATIONING
BUILDING
BUILDING
SSMH
TOP ELEV.3803.20
BUILDING
BUILDING B
i
ROPOSEWITH
DREDGEMATERIAL
,� \ /~
BUILDING � I � i � A�� � A `� , � \,�, �V i � ��� � I ii �� v � �W i I A/
n��
SSMH BUILDINGD
�� � i � � �
TOP ELEV.- 380274`�
�1 V
A� BUILDING A
ciga\ ` ,i ♦ i'i' ��� ��A, ���0, �'� __- _, %sl�i i /y;� iii � i', i � / V� , � ��',��r� '- ,i/�.J
;�a�-'''�
V / i'`� i
`�i''
�'}` v/
BUILDING E
,`� i �v�A BUILDINGA
BUILDING
MATCH LINE -SEE DWG C205 '�':'i/ �J -3 —
�� PLAN---
\ SCALE: 1" = 30'
LEAD ENGINEER. T. SCHUELER
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT'.
DESIGNED BY J. MCSWAIN
DRAWN BY S. KANE 75% DESIGN
DO NOT USE FOR CONSTRUCTION
REV ISSUED FOR DATEq
CHECKED BY'. T. SCHUELER
GRANDFATHER GOLF &
Hazen COUNTRY CLUB GRADING & DREDGING PLAN
LINVILLE, NORTH CAROLINA AREA 3
®i
3TEWART
HAZENAND SAWYER STEWART
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING&
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 112" 1
LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO FULL SCALE.
30 15 0 30'
DATE AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
C203

LEAD ENGINEER.
T. SCHUELER
SUPPORTING ENGINEER'.
-
MATCH LINE
-
DESIGNED BY
J. MCSWAIN
SEE DWG C202
S. KANE
CHECKED BY.
T. SCHUELER
i
LEAD ENGINEER.
T. SCHUELER
SUPPORTING ENGINEER'.
-
LANDSCAPE ARCHITECT'.
-
DESIGNED BY
J. MCSWAIN
DRAWN BY
S. KANE
CHECKED BY.
T. SCHUELER
CONNECT 4" CPP TO EXISTING
DRAIN PIPE AND EXTEND NEW
LENGTH TO WATERS EDGE
�op FAIRWAY 18 PROPOSED FILL-
�� AND SHORELINE STABILIZATION
FAIRWAYI8\\,
Hazen AE
STEWART
HAZENAND SAWYER STEWART
4011 WESTCHABE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051
.DING \
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
GRADING & DREDGING PLAN
AREA 4
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOTTO FULL SCALE.
30 5 0 30'
1"=30'
DATE. AUGUST 2019
HAZEN NO 32453-002
STEWART NO L19013
DRAWING NUMBER'.
0 1,2" illC204

BUILDING �
r �
\ 4" PP
IN 3788
LOCH �� A
DORNIE
MATCH LINE - SEE DWG C207
I-------- ---' I
I
NOTES:
1. CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
2. SEE DWGS E002 -E203 FOR DETAILS AND PHASING FOR
WATER HANDLING., DREDGING., AND EARTHWORK.
30 5 0 30'
1" = 30'
LEAD ENGINEER'. T. SCHUELEF2
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER.
COUNTRY CLUB
GRADING & DREDGING PLAN
HAZEN NO.. 32453-002
LANDSCAPE ARCHITECT .
75% DESIGN
DO NOT USE FOR CONSTRUCTION
HazenS T E WA RT
HAZEN AND SAWYER STEWART
4011 WESTCHABEBOULEVARD.SUITE500 2235 WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
LINVILLE, NORTH CAROLINA
AREA 5
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWN BY S. KANE
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
DRAWING NUMBER'.
0205
0 1/2" 1"
IFTHISBARDOES NOTMEASUREI"THEN DRAWING IS NOTTO FULLSCALE
REV ISSUED FOR DATE BY CHECKED BY'. T. SCH UELER

NOTES:
1. CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
4" CPP , i , - \� �� `- �
MATCHLINE-SEE e �� I - �� v %
INV'. 3788 \ ���2. SEE DWGS E002 -E203 FOR DETAILS AND PHASING FOR
DWGS C205 & C206 �� �\ - �� roq V -MATCH LINE - SEE DWG C204p�� �,��
`� WATER HANDLING, DREDGING, AND EARTHWORK.
-'
\ _
FAIRWAY 7 -
- - A
LINVILLE RIVER8`
.STATIONING n.,
REMOVE ISLAND
co
LOCH
PROPOSED LARGE ^� \� �� I ' , 1 �` i \��� �J\ j //.� i �� %moi L�
ISLAND WITH DREDGE / ��� �� \ - �\� j�\ / r ����(((b�
MATERIAL AS FILL i
ExRocKwALLTYP,
ISLAND REVETMENT. TYP
SEE DETAIL DWG C300 � ' � � / / � /�� � � � � I /%j' I i � �% ,� � / l i I �� / I BUILDING
FORPROPOSED
\BRIDGE
SEE DWG B301 - B307 \ A / i i /i i' V90
LOCHS
DORNIE // r % WALL
��
i LARGEISLAND
i/ GREEN 18
-- I j li , ll ��', /, 41
`� i 'BRIDGE ABUTMENT \X O� ,
LOCATION. TYP `�\ i �� FOR PROPOSED /l{
BRIDGE 1 WORK. /
SEE DWG B101 -B104` l i
v�1C6
V '/ - ,------' ._ ��� � . . � VA`�� � ' � i i ' '�/, �y A HN2 --�_ ---_-- - -- � � •A , � � � � � �_
SSLA
�
MALL IND
�
I
l PROPOSEDEVENT
LAWN GRADING
—3180
IREMOVE ISLAND
i
LOCH _
DORNIE i \ FOR PROPOSED BRIDGE 2 WORK. '
SEE DWG B201 - B204
RETAINING WALL.'i-
\ SEE DETAIL DWGW100-W101
- -- MATCH LINE EE D� C207 V I ��--- v— LOCH v ; , 8 —�� , ------
IDORNIr
vv II ---- —
LN� / )
PLAN
SCALE: 1" = 30' I
i
30 15 0 30'
1"=30'
LEAD ENGINEER'. T. $CHUELEF2
DATE. AUGUST 2019
GRANDFATHER GOLF&
ENGINEER'.
HazenSUPPORTING
COUNTRY CLUB
GRADING & DREDGING PLAN
HAZEN NO 32453-002
LINVILLE, NORTH CAROLINA
AREA B
LANDSCAPE ARCHITECT .
- S T E WA RT
HAZENAND SAWYER STEWART
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 1/2" 1"
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
0206
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
IFTHISBAR DOES NOT MEASURE I"THEN DRAWING IS NOTTO FULL SCALE
CHECKED BY'. T. $CFI UELER
REV ISSUED FOR DATE By

ssmH
ATCH LINE EEDW
, DWG C205 ;MATCH LINE -SEE G C206 I / MATCH LINE -SEE THIS SHEET,,
M - S
-- - - -r-
379&84 yQ_�
PROPOSED PEDESTRIAN
I PATH GRADING
i�� n 37875 BUILDING
_
_ l iii � fli I I Q i i
PROPoseD FILL WITH od�, °p> — —� —
DREDGE MATERIAL �
00>P ELEV., 3793.89,
I
i
Cb� // - '�V A f - p0/ /� i '/i i ��i
l 1 V '101o� a°� all LOCH
DORNIE
001�
y �Icq� V" '3787.5
i'
a TOP ELEV: 379&49
PROPOSED FILL WITH i ' �� / l/ J
�/ — /�\PROPOSED PATH
• � � '� __ _ C \� / DREDGEMATERIAL _ / (�/ Lj — i' / r' SSMH / j/ zLOCH
I
/��vo TOP ELEV., 3794.33
�� �DORNIE
� � -- � lig � / — � � � � ��� �•�, � � .00�' � � � _f�� `- ---- ' I��� `��
i
-
i
Q`;
— �\\
- -_- -
_ - - - -
If
PROPOSED FILL WITH--_—
`�"�'
DREDGE MATERIAL
1
0\J-
-----------
`,TO P ELl, 3794.35
.A`2
PROPOSED PATH
SSMH
TOP ELEV.' 3792.97 SSMH
TOP ELEV. 3795.20
� �� ��'���i�i�i �liiii it ii'�i�i - �� � �` V`•
i
_ PROPOSED PEDesTRIAN �A`�
\�7\\ too `\ \\� �� PATH GRADING
BUILDING
—� MATCH LINE -SEE THIS SHEET
-7- PLAN PLAN Vv 1\�A\'���� PLAN ---
SCALE: 1" = 30' �� �4 0V �, �i'�1�� �`�` A �� �' �� i 30 15 0 30'
SCALE:1"=30' ill 30'
LEAD ENGINEER'. T. SCHUELER
DATE. AUGUST 2019
GRANDFATHER GOLF&
SUPPORTING ENGINEER'.
COUNTRY CLUB
GRADING & DREDGING PLAN
HAZEN NO 32453-002
HazenSTEWARTA
LINVILLE, NORTH CAROLINA
AREA 7
LANDSCAPE ARCHITECT .
-
HAZENAND SAWYER STEWART
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 1/2" 1"
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
%
C20
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
IFTHISBAR DOES NOT MEASURE I"THEN DRAWING IS NOTTO FULL SCALE
/
REV ISSUED FOR DATE By CHECKED T. SCHUELER

PLAN 120 60 0 120'
"=,20'
SCALE: 1" = 120'
LEAD ENGINEER'. T. $CHUELEF2
DATE. AUGUST 2019
GRANDFATHER GOLF &
ENGINEER'.
HazenSUPPORTING
COUNTRY CLUB
GRADING & DREDGING PROFILES
HAZENNO 32453-002
LANDSCAPE ARCHITECT '.
S T E WA RT
HAZENAND SAWYER STEWART
LINVILLE, NORTH CAROLINA
OVERALL
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING &
0 1/2„ 1„
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
�i �i 0
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
IF THIS BAR DOES NOT MEASURE I" THEN DRAWING IS NOT TO FULL SCALE
LL
REV ISSUED FOR DATE BY CHECKED BY'. T. $CHLIELER

3845
3840
3835
3830
3825
3820
3815
3810
3805
3800
LEFT
FAIRWAY 17
RIGHT
J -CLUSTER
BUILDING
LIMITS, TYP
EX
SIDEWALK
RIGHT
FAIRWAY 17
PROP
FENCE
EX
FENCE
PROPGRADE
PROP
FENCE
APPROVED
�-
ELEV: 3830.00ML
GRADE
L
IRW #1
�
d
�•iA
N1 11
ELEV:3826.00 �1-
--PROP
1 1
IRW #2 v
EX FENCE,
---FENCE�-
0
tT 9
TYP
1 DD -YR ELEV: 3820.0
6
8' THICK I
ROCK WALL;LL; SEE E ROCK
WG C300
BAS
ELEV: 3816.91 EFLOW ELEV: 3818.70 ELEV:
100:1
FOR BOULDER NZE- —
2'
8 R CK WALL' SEE
EX
R CK SIZING CHART
—00
6'
2'T ICK
GRADE
PROP GRADE
ELEV: 3810.92 0
THICK
ELEV: 3823.93
ELEV: 3823.40
ELEV: 3808.71
® • SII
o IRW #1
� ELEV: 3818.57
—ur
ELEV: 3818.53
0
100:1 10D -YR ELEV: 3816.9
�Ig��iu•u����i#u�l
6'
r
'
3845 3845
3840 3840
3835 3835
3830 3830
3825 3825
3820 3820
3815 3815
3810 3810
3805 3805
3800 3800
3840
3835
3830
3825
3820
3815
-0+50
3840
3835
3830
3825
3820
3815
0+00 0+50
STA 0+79
RIGHT
FAIRWAY 17
J -CLUSTER
�-
L
11111S_IIIIIIIIIII 1111
�FAN"11I mm
�•iA
--PROP
-
Yl�l�p�■J�
SEE DETAIL
C301
EX FENCE,
-0+50
3840
3835
3830
3825
3820
3815
0+00 0+50
STA 0+79
3845 3845
3840 3840
3835 3835
3830 3830
3825 3825
3820 3820
3815 3815
3810 3810
3805 3805
3800 3800
LEFT
RIGHT
FAIRWAY 17
J -CLUSTER
---�yU]aSVa1�
--PROP
-
EX FENCE,
---FENCE�-
TYP
PROP
FENCE
EX
GRADE
EX
GRADE
PROP GRADE
00
ELEV: 3823.93
ELEV: 3823.40
'�
® • SII
o IRW #1
� ELEV: 3818.57
—ur
ELEV: 3818.53
0
100:1 10D -YR ELEV: 3816.9
�Ig��iu•u����i#u�l
6'
r
'
ELEV: 381267 BASEFLOW
ELEV
•"'�:111��1:�f_
ROCK SIZING CHAT
_"llME
DWG 0300 FOR
/
3845 3845
3840 3840
3835 3835
3830 3830
3825 3825
3820 3820
3815 3815
3810 3810
3805 3805
3800 3800
LEFT
RIGHT
FAIRWAY 17
J -CLUSTER
EX FENCE,
TYP
PROP
FENCE
EX
GRADE
EX
GRADE
PROP GRADE
ELEV: 3823.93
ELEV: 3823.40
'�
RW #2
o IRW #1
� ELEV: 3818.57
�
ELEV: 3818.53
0
100:1 10D -YR ELEV: 3816.9
6'
r
'
ELEV: 381267 BASEFLOW
ELEV
ROCK SIZING CHAT
DWG 0300 FOR
/
8'
R CK SIZING CHART
e
D G C300 FOR
ELEV: 3801.21
3845
3840
3835
3830
3825
3820
3815
3810
3805
3800
-1+00 0+00 0+50 -0+75 0+00 0+50 -0+75 0+00 0+60
STA 3+13 STA 3+80 STA 4+41
HORIZONTAL SCALE'. 1-20'
20'
PROFILE 20 10 0 20'
H:1"=20' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-11
LEAD ENGINEER'. T. SCHUELEF2 DATE. AUGUST 2019
� GRANDFATHER GOLF &
SUPPORTING ENGINEER. H".en
C COUNTRY CLUB GRADING & DREDGING PROFILES HAZEN NO.. 32453-002
LANDSCAPE ARCHITECT. -STEWART E WA RT LINVILLE, NORTH CAROLINA (J -CLUSTER BANK STABILIZATION) STEWART NO.. L19013
DESIGNED BY J. MCSWAIN HAZENAND SAWYER STEWART DRAWING NUMBER'.
4011 WESTCHABE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100 LOCH DORNIE DREDGING& C221
DRAWN BY. S. KANE 75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2" 1"
DO NOT USE FOR CONSTRUCTION LICENSE NO C-0381 LICENSE NO C-1051 SITE ENHANCEMENTS FTHISBAR DOES NOTMEASUREI"THENDRAWINGISNOTTOFULLSCALE
REV ISSUED FOR DATEFBY CHECKED BY'. T. SCHUELER
NOTES:
1. ALL PROFILES FACING DOWNSTREAM

3815
3810
3805
3800
3795
3790
3785
3780
377
0010 JO 10
3810 3810
3805 3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
PROFILE
20 10 0 20'
H:1"=20' -V: 1"=5' 5 0 5
PROP
LEAD ENGINEER'. T. SCHUELER
EX GRADE FENCE
GRANDFATHER GOLF&
EX GRADE
DATE. AUGUST 2019
SUPPORTING ENGINEER.
PROP GRADE
COUNTRY CLUB
ELEV: 3804.33
�V
IRW #3
LANDSCAPE ARCHITECT '.
H"en
- S T E WA RT
HAZEN AND SAWYER STEWART
LINVILLE, NORTH CAROLINA
(IRW #3 & EAST CHANNEL)
STEWARTNO L19013
TRUSS
100 -YR ELEV: 3795.9
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 112„ 1"
DRAWN BY'. S. KANE
75% DESIGN
m
c
1 a
CENSE NO C-0381 LICENSE NO C-1051
1
SEX 8"
REV I ISSUED FOR I DATE By CHECKED BY T. SCHUELER
BASEFLOW
ELEV:3788.1
ROCK WALL' SEE I ZOCK
SIZING CHART DIA G C300
8, 1
U
g' 4
2 THICK
2'
ELEV: 3778.25
0010 JO 10
3810 3810
3805 3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
5
-0+50 0+00 0+60 -0+70 0+00
STA 8+39 STA 9+40
3800
3795
3790
3785
3780
3775
IORMALPOOL
-0+50
EX GRADE
0+00
STA 12+86
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
0+90 -0+60
EX GRADE
ALPOOL
3787.9 -
0+00
STA 15+13
3800
3795
3790
3785
3780
3775
0+40
3815 3815
3810 3810
3805 3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
NORMALPOOL
ELEV: 3787.9 -
1+00 -0+50
ELEV: 3793.5
DREDGE
0+00
STA 11 +48
NOTES:
3815
1. ALL PROFILES FACING DOWNSTREAM
3810
3805
3800
3795
3790
3785
3780
3775
0+50
HORIZONTAL SCALE'. 1-20' 20'
PROFILE
20 10 0 20'
H:1"=20' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELER
GRANDFATHER GOLF&
EX GRADE
DATE. AUGUST 2019
SUPPORTING ENGINEER.
COUNTRY CLUB
GRADING & DREDGING PROFILES
HAZEN NO.. 32453-002
LANDSCAPE ARCHITECT '.
H"en
- S T E WA RT
HAZEN AND SAWYER STEWART
LINVILLE, NORTH CAROLINA
(IRW #3 & EAST CHANNEL)
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 112„ 1"
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
C222
DO NOT USE FOR CONSTRUCTION
CENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
SEX 8"
REV I ISSUED FOR I DATE By CHECKED BY T. SCHUELER
TRUSS
100 -YR ELEV: 3793.8
NORMALPOOL
ELEV: 3787.9
-
p!
J
PROP GRADE
COBBLE BE
AND -R ION
EUSED FOR NEW
5
-0+50 0+00 0+60 -0+70 0+00
STA 8+39 STA 9+40
3800
3795
3790
3785
3780
3775
IORMALPOOL
-0+50
EX GRADE
0+00
STA 12+86
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
0+90 -0+60
EX GRADE
ALPOOL
3787.9 -
0+00
STA 15+13
3800
3795
3790
3785
3780
3775
0+40
3815 3815
3810 3810
3805 3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
3775 3775
NORMALPOOL
ELEV: 3787.9 -
1+00 -0+50
ELEV: 3793.5
DREDGE
0+00
STA 11 +48
NOTES:
3815
1. ALL PROFILES FACING DOWNSTREAM
3810
3805
3800
3795
3790
3785
3780
3775
0+50
HORIZONTAL SCALE'. 1-20' 20'
PROFILE
20 10 0 20'
H:1"=20' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELER
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER.
COUNTRY CLUB
GRADING & DREDGING PROFILES
HAZEN NO.. 32453-002
LANDSCAPE ARCHITECT '.
H"en
- S T E WA RT
HAZEN AND SAWYER STEWART
LINVILLE, NORTH CAROLINA
(IRW #3 & EAST CHANNEL)
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011 WESTCHASE BOULEVARD. SUITE 500 223 S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 112„ 1"
DRAWN BY'. S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
C222
DO NOT USE FOR CONSTRUCTION
CENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
FTHISBARDOESNOTMEASUREI"THEN DRAWING IS NOT TO FU LL SCALE
REV I ISSUED FOR I DATE By CHECKED BY T. SCHUELER

3800
3795
3790
3785
3780
-7.
FAIRWAY 18
WESTERN SHORE
H:1"=30' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELEF2
SUPPORTING ENGINEER'.
PROP GRADE
ezcwwe /
\
100 -YR ELEV: 3793.4
LANDSCAPE ARCHITECT
75% DESIGN
DO NOTUSEFORCONSTRUCTION
'R
LINVILLE, NORTH CAROLINA
LOCH DORNIE
4
y
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRY FILL av aAnoe�
0 1/2" 1"
FHISBARDOESNOTMEASUREI"THEN DRAWING IS NOT TO FU LL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER
WET RLLROP
N.RED.E
1011—
PGRADE
3800
3795
3790
3785
3780
3775
-1+95
-1+00
0+00
-2+00 -1+00 0+00
1+00 2+00
STA 18+03
WET RLL
3+00
1+00 2+00 3+00
STA 19+68
WET FILL
JOVV
3795
3790
3785
3780
3775
4+00 4+40
3800
SHORE
3795
3790
3785
3780
3775
4+00+10
LEGEND
ODREDGE/EXCAVATE
DRY RLL
WET FILL
ISLAND PERIMETER BERM
UNDERCUT'
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-30' 30'
PROFILE 30 15 0 30'
H:1"=30' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELEF2
SUPPORTING ENGINEER'.
GRANDFATHER GOLF&
COUNTRY CLUB
GRADING & DREDGING PROFILES
DATE. AUGUST 2019
HAZEN NO.'. 32453-002
LANDSCAPE ARCHITECT
75% DESIGN
DO NOTUSEFORCONSTRUCTION
H"enS T E WA RT
HAZEN AND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 2235. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
LINVILLE, NORTH CAROLINA
LOCH DORNIE
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWN BY'. S. KA NE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
C223
0 1/2" 1"
FHISBARDOESNOTMEASUREI"THEN DRAWING IS NOT TO FU LL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER

3800
3795
3790
3785
3780
3775
ELEV:
DWG
a0uu
3795
3790
3785
3780
3775
-1+65 -1+00 0+00 1+00 2+00 3+00 4+00 4+70
STA 20+49
3800
3795
3790
3785
3780
3775
3770
FILL
DWG
0+00 1+00 2+00 3+00 4+00 5+00
STA 21+77
3800
WESTERN SHORE
3795
/ 3790
3785
3780
3775
3770
6+00 6+30
LEGEND
PROFILE
ODREDGE/EXCAVATE
H:1"=30' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
DRY FILL
WET FILL
GRANDFATHER GOLF&
ISLAND PERIMETER BERM
DATE. AUGUST 2019
UNDERCUT'
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-30' 30'
PROFILE
30 15 0 30'
H:1"=30' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELER
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER'.
AH"en
COUNTRY CLUB
GRADING & DREDGING PROFILES
HAZEN NO.'. 32453-002
LANDSCAPE ARCHITECT '.
S T E WA RT
HAZEN AND SAWYER STEWART
LINVILLE, NORTH CAROLINA
(LOCH DORNIE)
STEWARTNO L19013
DESIGNED BY J. MCSWAIN
DRAWING NUMBER'.
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
LOCH DORNIE DREDGING&
0 112" 1"
DRAWN BY S. KANE
75% DESIGN
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
C224
DO NOT USE FOR CONSTRUCTION
LICENSE NO C-0381 LICENSE NO C-1051
SITE ENHANCEMENTS
FHISBARDOESNOTMEASUREI"THEN DRAWING IS NOT TO FU LL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER

3805
3800
3795
3790
3785
3780
3775
3770
EVENT LAWN
DESIGN It
SEE DWG
3787.9
3805
3800
3795
3790
3785
3780
3775
3770
0+00 1+00 2+00 3+003+10
STA 23+89
3810
3805
3800
3795
3790
3785
7
3 80
-0+30 0+00
STA 51+76
LEAD ENGINEER.
T. SCHUELER
SUPPORTING ENGINEER'.
-
LANDSCAPE ARCHITECT'.
-
DESIGNED BY
J. MCSWAIN
DRAWN BY
S. KANE
EX GRADE -
T. SCHUELER
STEWARTNO L19013
HAZENAND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
225
I
EX GRADE
i
100 -YR ELEV: 3793.8
/ EX 8"
_ TRUSS
_ NORMALPOOL
ELEV: 3787.9
/
1 /
DREDGE
3 80
-0+30 0+00
STA 51+76
LEAD ENGINEER.
T. SCHUELER
SUPPORTING ENGINEER'.
-
LANDSCAPE ARCHITECT'.
-
DESIGNED BY
J. MCSWAIN
DRAWN BY
S. KANE
CHECKED BY.
T. SCHUELER
3815
3810 3810
3805 3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 --
0+60 -0+45
75% DESIGN
DO NOT USE FOR CONSTRUCTION
0+00
STA 53+13
3815
3810
3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
0+80 -0+45
3787.9
3800
3795
3790
3785
3780
0+00 0+40
STA 54+91
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-20'
20'
PROFILE 20 10 0 20
H:1"=20' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
GRANDFATHER GOLF&
CLUB
GRADING & DREDGING PROFILES
DATE AUGUST 2019
HAZENNO 32453-002
HazenCOUNTRY
S T E WA RT
LINVILLE, NORTH CAROLINA
(WESTERN CHANNEL AND EVENT LAWN)
STEWARTNO L19013
HAZENAND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
225
0 1/2" V
FHIS BAR DOES NOT MEASURE I"THEN DRAWING IS NOTTO FULLSCALE.
EX GRADE
i
/
Ex e•
TRUSS
100 -YR ELEV: 3793.5
-7t
PROP GRADE
/ NORMALPOOL
ELEV: 3787.8
n
DREDGE
0+60 -0+45
75% DESIGN
DO NOT USE FOR CONSTRUCTION
0+00
STA 53+13
3815
3810
3805
3800 3800
3795 3795
3790 3790
3785 3785
3780 3780
0+80 -0+45
3787.9
3800
3795
3790
3785
3780
0+00 0+40
STA 54+91
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-20'
20'
PROFILE 20 10 0 20
H:1"=20' -V: 1"=5' 5 0 5
VERTICAL SCALE'. 1-5'
GRANDFATHER GOLF&
CLUB
GRADING & DREDGING PROFILES
DATE AUGUST 2019
HAZENNO 32453-002
HazenCOUNTRY
S T E WA RT
LINVILLE, NORTH CAROLINA
(WESTERN CHANNEL AND EVENT LAWN)
STEWARTNO L19013
HAZENAND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
225
0 1/2" V
FHIS BAR DOES NOT MEASURE I"THEN DRAWING IS NOTTO FULLSCALE.

JOOJ
3800
3795
3790
3785
3780
ISLAND DRIVE
PROFILE 20 10 0 20'
H:1"=30' -V: 1"=3' 5 0 5
WESTERN SHORE
EX GRADE
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER '.
COUNTRY CLUB
HAZEN No.'. 32453-002
LANDSCAPE ARCHITECT
75% DESIGN
DO NOTUSEFORCONSTRUCTION
100
-YR ELEV: 3793.3
GRADING & DREDGING PROFILES
STEWARTNG L19013
DESIGNED BY J. MCSWAIN
DRAWN BY'. S. KA NE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
C226
1
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER
i
PROP GRADE
NORMAL POOL 30:1
ELEV: 3787.9
1 RY FILL
DREDGE
100 -YR ELEV: 3793.4
40:1
WET FILL
NORMALPOOL
ELEV: 3787.9
---
\�
----- ----�
40:1
-- — .�--
DREDGE
PROP GRADE
-2+20 -2+00
3810
3805
3800
3795
3790
NORM
ELEV:
3785
3780
AL POOL
3787.9
-1+00
STA 56+92
3810
3805
3800
3795
3790
3785
3780
-0+50 0+00 0+80
STA 58+27
3805
3800
3795
3790
3785
7
3805
3800
3795
3790
3785
3780
0+00 0+40
3 80
0+00
1+00
A -A
2+00
3805
3800
3795
3790
3785
3780
2+75
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-20' 20'
PROFILE 20 10 0 20'
H:1"=30' -V: 1"=3' 5 0 5
EX GRADE
LEAD ENGINEER'. T. SCHUELEF2
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER '.
COUNTRY CLUB
HAZEN No.'. 32453-002
LANDSCAPE ARCHITECT
75% DESIGN
DO NOTUSEFORCONSTRUCTION
100
-YR ELEV: 3793.3
GRADING & DREDGING PROFILES
STEWARTNG L19013
DESIGNED BY J. MCSWAIN
DRAWN BY'. S. KA NE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
C226
1
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER
i
PROP GRADE
NORMAL POOL 30:1
ELEV: 3787.9
1 RY FILL
DREDGE
-- — --
40:1
WET FILL
3 80
0+00
1+00
A -A
2+00
3805
3800
3795
3790
3785
3780
2+75
NOTES:
1. ALL PROFILES FACING DOWNSTREAM
HORIZONTAL SCALE'. 1-20' 20'
PROFILE 20 10 0 20'
H:1"=30' -V: 1"=3' 5 0 5
VERTICAL SCALE'. 1-5'
LEAD ENGINEER'. T. SCHUELEF2
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER '.
COUNTRY CLUB
HAZEN No.'. 32453-002
LANDSCAPE ARCHITECT
75% DESIGN
DO NOTUSEFORCONSTRUCTION
H"enS T E WA RT
HAZEN AND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
LINVILLE, NORTH CAROLINA
GRADING & DREDGING PROFILES
STEWARTNG L19013
DESIGNED BY J. MCSWAIN
DRAWN BY'. S. KA NE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
C226
0 1/2" 1"
FHISBARDOESNOTMEASUREI"THEN DRAWING IS NOT TO FU LL SCALE
REV ISSUED FOR DATE By CHECKED BY'. T. SCHUELER

REMOVE a
0
SECTION OF 8" . u
/ PIPE WITHIN
MANHOLE
o \ ;
WATERTIGHT
FRAME AND COVER
FLUSH WITH GRADE
SEE NOTE 2
3815
3810
3805
It
3800
3795
3790
3785
3784
-0+15
41 OPP
8"TRUSS IN (SE) I.E.: 3805.98 \
`1 8" TRUSS OUT (NW) I.E.: 3805.87
SSMH -2(4'0)
RIM'. 3812.06
REMOVE EXISTING SSMH 8" TRUSS IN (SE) I. E.'. 3806.24
RIM'. 38E EX 8" RJ DIP OUT (NW) I. E.'.3806. 14
40
WATERTIGHT FRAME \\\\
AND COVER FLUSH \
■ 1�WITH GRA DE� \
SCALE: 1" = 10'
FkisryN
APpNOkO UpS� �
1 TRUMP/ �FEM1 8 MNZ
°,6 z
�s�..
x
r�imrco a
ga
+
+_
+
Z
oz
FRAME (SEE SPECS)
O
g
o
vii
NF
mmrco
t0
a
m m0
f
W f Z
acs
N m
MANHOLE STEPS AT 16" OC
o_
I
+a oa
o Z d
DOGHOUSE 48 INCH C-33-0602 0+00.0
3808.8100 1
SLOPE ill" PER FT
SSMH-2
N W
H W F Z
W m N W
3812.0600 1
3806.1400
105 LF
105 LF 8" DIP @ 1.00Yo
SANITARY
CLASS R CONCRETE FILL
EX-SSMH-4 6INCH
DIP
COMPACTED #57
NOTE'. PIPE HUNG FROM
PROPOSED BRIDGE 5. SEE
DWG B501 FOR DETAIL
INV OUT: 3808.14 (RJ DIP)
INV IN:3805.09 (RJ DIP)
INV IN: 3803.15 (TRUSS)
V OUT: 3803.11 (TRUSS)
1OD-YR ELEV: 3796.04
0+00
J_1f17111117
1+00
3815
3810
3805
V
/
Nn I \ \ ,fie EX-SSMH-4
RIM'. 3796.01
Vp0 6" PVC IN I.E.'. 3793.97
6"TR USS OUT I.E.'.3793.89
IDA?
ONI'S3
OR I \
/\
137 LF 6"TRUSS PIPE TO
BE REMOVED
i 1
FX-SSMH
I
I i i
\ _
8"PVO if '� M 3800 89
00 6" PVC IN (I) I. E.'. 3795.97
j 6" RJ DIP IN (G) I.E.'. 3797.48
t 12" TRUSS IN (F) I. E.'. 3791.44
6" PVC IN (H) I. E.'. 3791.41
m/ 12" TRUSS OUT (J) I. E.'. 3791.14
UAN v
\" SC vL 10'
NOTES: ' CONSTRUCTION SEQUENCE BRIDGE 5 6 CONNECT PROPOSED 8" RJ DIP TO SSMH-2 REMOVE HORIZONTAL SCALE 1-10'
10'
WATERTIGHT PLUG AT EXISTING UPSTREAM SSMH. 10 5 0 10'
1. SSMH-1 SHALL BEA DOGHOUSE MANHOLE. SEE 1. INSTALL SCAFFOLDING AS REQUIRED FOR BRIDGE
DETAILS C-33-0601 AND C-33-0602 THIS SHEET. INSTALLATION. 7. REMOVE EXISTING BRIDGE AND EXISTING 8" TRUSS
PIPE BETWEEN EX-SSMH-1 AND SSMH-2. PLUG 1 0 1
2. SSMH-1 SHALL BE FLUSH WITH PROPOSED GRADING 2 CONSTRUCT PROPOSED BRIDGE AND RJ DIP SEWER EX-SSMH-1 AFTER REMOVING EXISTING 8" TRUSS VERTICAL SCALE'. 1"= 1'
BY STEWART., INC. HANGING FROM BRIDGE. PIPE.
3. RJ DIP SHALL BE INSULATED ON AERIAL CROSSING 3. INSTALL DOGHOUSE SSMH-1 AND CONNECT EXISTING
BETWEEN STATIONING AS SHOWN ON PLANS 8" TRUSS PIPE. CUT AND REMOVE PIPE WITHIN
ACCORDING TO INSUL-TEK DUCTILE IRON SYSTEM MANHOLE. CONNECT PROPOSED 8" RJ DIP TO SSMH-1.
SPECIFICATIONS ORE UIVALENT
4. PLUG 8" TRUSS AT EXISTING SSMH UPSTREAM FROM
4. RJ DIP SHALL BE CASED WITHIN ABUTMENTS WITH PROPOSED SSMH-2.
STEEL CASING. SEE DETAIL 2 ON B402 AND B502.
5. INSTALL SSMH-2AS SHOWN AND REMOVE EXISTING 8"
5. SEE B401 FOR BRIDGE 4 CONSTRUCTION SEQUENCE. 7RU55 PIPE AS NECESSARY FOR INSTALLATION.
3785
3784
1+15
+FLOW -
CHANNEL
�8
2"
MANHOLE SECTION
C-33-0601
VG AS REQUIRED
IAX (2) PER
MANHOLE COVER AND
CIVIL STRUCTURES - SANITARY
FRAME (SEE SPECS)
3800
ID
AREA
TYPE DIAMETER STANDARD STATION
TOP ELEV
MANHOLE STEPS AT 16" OC
c
3795
DOGHOUSE 48 INCH C-33-0602 0+00.0
3808.8100 1
SLOPE ill" PER FT
SSMH-2
3790
WATERTIGHT 48 INCH C-33-0601 1+05.3
3812.0600 1
3806.1400
105 LF
e
SANITARY
CLASS R CONCRETE FILL
EX-SSMH-4 6INCH
DIP
COMPACTED #57
137.3 LF
3785
3784
1+15
+FLOW -
CHANNEL
�8
2"
MANHOLE SECTION
C-33-0601
VG AS REQUIRED
IAX (2) PER
CRUS HED#57 STONE BASE
8" THICK MIN
DOGHOUSE PRECAST MANHOLES
C-33-0602
R- PIPE OD ,6"MIN
PLACE MH BASE SECTION
SUCH THAT IT IS EMBEDDED
4" MIN IN CONCRETE
FLOOR SLAB.
CLASS"A" CONCRETE SQUARE
SLAB, SIDE LENGTH 12"
GREATER THAN OUTSIDE
DIAMETER OF MANHOLE BASE.
LEAD ENGINEER'. T. $CHUELER
NOTES:
CIVIL STRUCTURES - SANITARY
PIPE SCHEDULE
BENCH
ID
AREA
TYPE DIAMETER STANDARD STATION
TOP ELEV
LOWEST
ELEV OUT
SSMH-1
BRIDGE5
DOGHOUSE 48 INCH C-33-0602 0+00.0
3808.8100 1
3803.1100
SSMH-2
BRIDGE5
WATERTIGHT 48 INCH C-33-0601 1+05.3
3812.0600 1
3806.1400
CRUS HED#57 STONE BASE
8" THICK MIN
DOGHOUSE PRECAST MANHOLES
C-33-0602
R- PIPE OD ,6"MIN
PLACE MH BASE SECTION
SUCH THAT IT IS EMBEDDED
4" MIN IN CONCRETE
FLOOR SLAB.
CLASS"A" CONCRETE SQUARE
SLAB, SIDE LENGTH 12"
GREATER THAN OUTSIDE
DIAMETER OF MANHOLE BASE.
LEAD ENGINEER'. T. $CHUELER
NOTES:
FLOW CHANNEL
PIPE SCHEDULE
BENCH
DATE. AUGUST 2019
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT
AREA
USE
FROM
TO SIZE
TYPE
CLASS
LENGTH
BRIDGE5
SANITARY
SSMH-2
SSMH-1 8INCH
DIP
350
105 LF
BRIDGE4
SANITARY
EX-SSMH-3
EX-SSMH-4 6INCH
DIP
350
137.3 LF
CRUS HED#57 STONE BASE
8" THICK MIN
DOGHOUSE PRECAST MANHOLES
C-33-0602
R- PIPE OD ,6"MIN
PLACE MH BASE SECTION
SUCH THAT IT IS EMBEDDED
4" MIN IN CONCRETE
FLOOR SLAB.
CLASS"A" CONCRETE SQUARE
SLAB, SIDE LENGTH 12"
GREATER THAN OUTSIDE
DIAMETER OF MANHOLE BASE.
LEAD ENGINEER'. T. $CHUELER
NOTES:
FLOW CHANNEL
1. CONTRACTOR SHALL BE RESPONSIBLE
FOR THE DESIGN OF THE BOTTOM SLAB.
BENCH
DATE. AUGUST 2019
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT
2 THIS DETAIL SHALL BE USED FOR
�
H"enSTEWART
HAZEN AND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
STORMWATER STRUCTURES ONLY.
FLEXIBLE RUBBER
DOGHOUSE TYPE MANHOLES SHALL NOT
BE USED FOR PROCESS STRUCTURES.
SLEEVE BOOT
DESIGNED BY M. BATE
DRAWN BY'. M.BATE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
3. FILL ANNULAR SPACE BETWEEN
0 1/2" 1"
IFTHISBARDOESNOTMEASUREI"THEN DRAWING ISNOTTOFULLSCALE
OUTSIDE OF PIPE AND MH WITH
CONCRETE OR MASONRY TO INSURE
WATERTIGHTNESS.
CRUS HED#57 STONE BASE
8" THICK MIN
DOGHOUSE PRECAST MANHOLES
C-33-0602
R- PIPE OD ,6"MIN
PLACE MH BASE SECTION
SUCH THAT IT IS EMBEDDED
4" MIN IN CONCRETE
FLOOR SLAB.
CLASS"A" CONCRETE SQUARE
SLAB, SIDE LENGTH 12"
GREATER THAN OUTSIDE
DIAMETER OF MANHOLE BASE.
LEAD ENGINEER'. T. $CHUELER
GRANDFATHER GOLF&
DATE. AUGUST 2019
SUPPORTING ENGINEER'.
LANDSCAPE ARCHITECT
75% DESIGN
DO NOT USE FOR CONSTRUCTION
�
H"enSTEWART
HAZEN AND SAWYER STEWART
4011WESTCHABE BOULEVARD. SUITE 500 223S. WEST STREET. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO C-0381 LICENSE NO C-1051
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
SANITARY SEWER PLAN, PROFILE, & DETAIL
HAZEN NO.'. 32453-002
STEWART NO Ll 9013
DESIGNED BY M. BATE
DRAWN BY'. M.BATE
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
A
C400
0 1/2" 1"
IFTHISBARDOESNOTMEASUREI"THEN DRAWING ISNOTTOFULLSCALE
REV ISSUED FOR DATE gy CHECKED BY'. T. $CHUELER

AREA 1 (NO AMENITIES WORK)
W
\ 1 /�
1 II1/fill
�i , // p
BRIDGE 5
STORM DRAINAGE NETWORK
YPECODE. DOWNSTREAM
AD AREA DRAIN [UPSTREAM STRC STRCUPSTREAMRD. DOWNSTREAM
ELEVRDEEVFLOW
PSTR EAM INVERT
DOWNSTREAM INVERT
— 200 — PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
EXISTING MAJOR CONTOUR
— — —
EX ST NO MINOR CONTOUR
m
PROPOSED STORM DRAINAGE
j—i
®�
PROPOSED AREA DRAIN
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
FLOW DIRECTION
— LOP —
LIMITS OF DISTURBANCE
L
\� / a
�� l
r I
\\ `REALIGN SEWER LINE
LINE
\� \ EE SEWER PLANS
/ — I
0_ `III— POP
/ sS
41 \ a v
IF
\� 30 5 0 30'
\ \\ \ AREA 3 (NO AMENITIES ..0 RK) 30'
GRADING AND STORM DRAINAGE NOTES:
APPLIES TO SHEETS L202 -L207
1. CONTRACTORSHAII RFPORT ANY -APF DISCRFPANCIFS TO THF OWNFR'S RFPRFSFNTATIVF
PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.
2. THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5 D
AND SHALL NOT E%GEED A 2 D% CROSS SLOPE. HANDICAP RAMPS INDICATED ON PLANS SHALL
BEA MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE OF 3D" BETWEEN LANDINGS. NON -CURB
CUT RAMPS SHALL HAVE HANDRAILS AND GUARDS PER DETAILS WITH 5LANDINGS AT THE
BOTTOM AND TOP OF RAMP.
3. ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS
OTHFRWISF SPFCIFIFD
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THATALL NEWLY CONSTRUCTED
STORM DRAINAGE IMPROVEMENTS AND RECEIVING STORM DRAINAGE SYSTEMS REMAIN
CLEANOFSEDIMENT ANDDEBRIS. PRIOR TO OWNER ACCEPTANCE OF SYSTEM, THE
CONTRACTORSHAII COORDINATF AND PROVIDFA VISUAI ORSFRVATIONVIDFOOFAII
STORM DRAINAGE IMPROVEMENTS 12" AND LARGER. THE VISUAL OBSERVATION SHALL BE
PFRFORMFD IN THF PRFSFNCF OF THF OWNFR'S RFPRFSFNTATIVF THF CONTRACTOR SHAII
ROVIDE TWO (2) DVD COPIES OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.
5. PRI OR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL
ROVIDE THE OWNER WITH THE VIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH
PUBLIC AND PRIVATE). THIS SUBMITTAL MAY NEED TO BE REVIEWED AND ACCEPTED BY THE
LOCAL JURISDICTION PRIOR TO THE ISSUANCE OF THE BUILDING CO.
6. REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION
7. INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES,
UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY
SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND WASHOUT.
8. INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND
PRFVFNT PONDING
9. TIF ROOF I FADFRS WHFRF POSSIRI F TO UNDFRGROUND STORM SYSTFM CONTRACTOR TO
FIELD VERIFY LOCATE AND INSTALL WHERE POSSIBLE ORAS SHOWN ON PLANS. WHERE ROOF
LEADERS DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S
RFPRFgFNTATIVF SHAI I RF INSTAI I FD
1D. MA % IMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED
2% IN ANY DIRECTION.
11. PRO POSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES
SHALL BE USED IN CASE OF DISCREPANCY.
12 PI ACF RACKFII I AND FII I MATFRIAI S IN I AYFR NOT MORF THAN R INCHFS IN 1 OOSF DFPTH
FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4
INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. PLACE
BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES TO REQUIRED ELEVATIONS, AND
UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL TO NOT LESS
THAN 95 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH
LWEROFBACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHED GRADE. COMPACTSOIL
TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698
FOR FACH I AYFR OF RACKFII I OR FII I MATFRIAI FOR THF FINAI TWO FFFT
13. SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS
THAN 12D AWAY FOR MINIMUM DISTANCE OF 1D FEET. ALTERNATIVE METHOD SHALL BE
PROVIDED TO DI VFRT WATFR AWAY FROM FOUNDATION VIA SWAI FS SI OPFD AT A MINIMUM OF
2% OR IMPERVIOUS SURFACES SLOPED AWAY A MINIMUM OF 2% AWAY FROM BUILDING.
14. CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC.
AS REQUIRED TO MEET NEW FINISHED GRADES.
15. CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO KEEP
WATER FROM POOLING ALONG CURBS AND WALLS.
i6. TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS
OTHERWISE NOTED.
17. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.
LEAD ENGINEER'. R. MASSEY
LANDSCAPE ARCHITECT N/A
DESIGNED BY. J. WARNER
H"-.en
— S T E WA R T
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
MENITIES
RADING & STORMWATER PLAN
AREA 2
DATE. JULY 2019
HAZEN NOSTEWART 32453-002
3TEWARTNG.. L19o13
75% DESIGN
DO NOT USE FOR CONSTRUCTION
HAZENAND SAWYER TEWART
011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET.. SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
L2�2
DRAWN BY J.WARNER
HEGKED BY'.
REV ISSUED FOR DATE BY R. MASSEY
0 1/2" 1"
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.

i
AREA 4 (NO AMENITIES IES WORK)*
a ��. \ \\� \\\\ \\ � \ 'a°Bs - � - \ � � � � � -> - �- ---i-- -- � - - - �" O�c,V~ Pei -�y- - -- - - \ � \ � - ✓ - %l - - � \I \�--
ALL.Po�QQOa l��..,
J I I l ll o
IV
V
rl\ �
I
i
/ I 1
PLAN
SCALE: 1" = 30'
1(16 LOF 12'H`PE@1 .549
\s V\�y
-3793.10 \ 1
\ \ l SII
\ \ \ \ \ INVIN=3790125
1 \\
RIM ELEV = 3792.80
INV OUT = 3790 25
/II
MATCH LINE -SES DVvG L.207. �.
— 200 — PROPOSED MAJOR CONTOUR
LEAD ENGINEER'. R. MASSEY
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
—
1
PROPOSED STORM DRAINAGE
P
PROPOSED AREA DRAIN
FLOW DIRECTION
— LOD —
ALL.Po�QQOa l��..,
J I I l ll o
IV
V
rl\ �
I
i
/ I 1
PLAN
SCALE: 1" = 30'
1(16 LOF 12'H`PE@1 .549
\s V\�y
-3793.10 \ 1
\ \ l SII
\ \ \ \ \ INVIN=3790125
1 \\
RIM ELEV = 3792.80
INV OUT = 3790 25
/II
MATCH LINE -SES DVvG L.207. �.
— 200 — PROPOSED MAJOR CONTOUR
LEAD ENGINEER'. R. MASSEY
PROPOSED MINOR CONTOUR
200
EXISTING MAJOR CONTOUR
—
EXISTI NG MINOR CONTOUR
PROPOSED STORM DRAINAGE
HAZEN NOSTEWART 32453-002
PROPOSED AREA DRAIN
FLOW DIRECTION
— LOD —
LIMITS OF DISTURBANCE
OEM u.
30 15 0 30'
LEAD ENGINEER'. R. MASSEY
75% DESIGN
DO NOT USE FOR CONSTRUCTION
�
Hazen
— S T E WA R T
HAZENAND SAWYER STEWART
4011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET, SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
AMENITIES
GRADING & STORMWATER PLAN
AREA 5
DATE. JULY 2019
LANDSCAPEARCHITECT'. N/A
HAZEN NOSTEWART 32453-002
DESIGNED BY'. C. CROSBY
3TEWARTNG.. L19o13
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
L205
DRAWN BY C.CROSBY
0 1/2" 1"
IFTHIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOTTO FULL SCALE.
CHECKED BY'. R. MASSEY
REV ISSUED FOR DATE By

cONaINGeETE
RETAINWALL \ \ \
CONNECTUNDEODO
NEAREST ,/ ae CONCRETEw+,�
STORM STRUCTURE
N
I1N0VM8 AOEDULETV==3739749.83.S939 CONTRACTO TOR
1 FIELD VERIFY
93.30�RIDRAINAGE DIRECTION AND INFORMATION
CONTRACTOR .
\
\
?O CONTACT ENGINEER \
II FOR DESIGN DIRECTION \
RIM ELEV = 3796.50 �� , �, - 1 H -AD N% -3)'..
S , \ \
INV IN=3793.73 108 -AD , ( )
RIM ELEV=3799.28 \
y pII INV OUT 792!!R 9
�. BR!D Ez\. \\\ \\ —� ' I\ our=\\�\\\ J
BRIDGE3 R,V„ \\ ^ ``` \ �- \ v \ \ 68 LF 8' HDPE Q 0.54% \
= \. \ ,1••i �\ \ \� I ( 1
-
73 LF 12"HDPE ,.,9%<.— .t F
3793.50 a1n• +3793.05 - - „I _'
59 LF 24" HDPE 8.7,% \ 3
11 { , { �1 \ , RIM ELEV = 3792.87
IN = 3788.63 (105 -AD) / 101 -AD
//) I' -\I� �' _ �-� \ \\ �INVIN= 3791.63 (,07 -AD) RIM ELEV=3797.85
e-(21 4) INV IN = 3788.87 O \ \ I , �\ INV IN = 379,.40
I .RIM ELEV-3792.55 _=\ 13 LF 12- HOPE @13.01% Y \ \ \INVOUT=3790.90
1 INrrVIN=379000(St=ture-(25)) - � � / �. \ \\ ` ��\��+3793.10 \ \ \\
\� \\ I 12 HDP
_ \\� •_ `\\�Vg\ 49 LF \E(oj 3.43
INv.oIi��=379000'
INV OUT
\�—
7,16 LF 12" HDPE 1.54% \ 10SAD \\ \ %
72 LF 30
\
J _ _ 94.37
�\ RIM ELEV =37 •-- =..J 1 ({, INV OUT 3790-30
"HDPE X2.62
o J � /. \ --ice / I(• \ \\ _.\ �; I
�\\ INVOUT-37&5A5)
L'
\� c
j! \\\\\. I I" CONCRETE_/
W \�. jl 1 �'. tom'._ \'\,\ I /nl�n'1 RETAINING WALL'.'\\\` \ `l J/ / \INV OLi? sig\\\'\
@12.02%\ \\\
\\ –
eo n
TOP OF WALL ELEVATION'S SEE/
`� \
ENLARCEIMENT, SHEET 206.1
— -:.\ PLAN
--
MATCH _ SEE GvVG L207. '... \ ` 1- \'\'V j SCALE: 1 = 30' 1
- 200 - PROPOSED MAJOR CONTOUR
LEAD ENGINEER'. R. MASSEY
PROPOSED MINOR CONTOUR
�
Hazen
- S T E WA R T
HAZENAND SAWYER STEWART
4011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET, SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
EXISTING MAJOR CONTOUR
AMENITIES
GRADING & STORMWATER PLAN
AREA 6
EXISTING MINOR CONTOUR
PROPOSED STORM DRAINAGE
I�I
PROPOSED AREA DRAIN
FLOW DIRECTION
- LOD
LIMITS OF DISTURBANCE
30 15 0 30'
1"=30'
LEAD ENGINEER'. R. MASSEY
75% DESIGN
DO NOT USE FOR CONSTRUCTION
�
Hazen
- S T E WA R T
HAZENAND SAWYER STEWART
4011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET, SUITE 1100
RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603
LICENSE NO.'. C-0381 LICENSE NO.'. C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
AMENITIES
GRADING & STORMWATER PLAN
AREA 6
DATE. JULY 2019
LANDSCAPE ARCHITECT N/A
HAZEN NOSTEWART 32453-002
DESIGNED BY'. C. CROSBY
3TEWART NG.. L19o13
LOCH DORNIE DREDGING&
SITE ENHANCEMENTS
DRAWING NUMBER'.
L2�6
DRAWN BY C.CROSBY
0 1/2" ,"
IFTHIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOTTO FULL SCALE.
CHECKED BY'. R. MASSEY
REV ISSUED FOR DATE By

Ile
,I
SCALE :n1'N 10' 10 0 0PL'
LEAD ENGINEER'. R. MASSEY . JULY 2019
GRANDFATHER GOLF & MENITIES DATE
LANDSCAPE ARCHITECT HazenHAZEN NO
N/A COUNTRY CLUB STEWART 32453-002
'. LINVILLE, NORTH CAROLINA RADING & STORMWATER PLAN 3TEWARTNG.. L19013
DESIGNED BY. J. WARNER STE WART AREA 6 ENLARGEMENT
HAZENAND SAWYER TEWART DRAWING NUMBER'.
DRAWN BY J.WARNER 011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET.. SUITE 1100 LOCH DORNIE DREDGING&
75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2° 1° L206.
HEGKED BY'. DO NOT USE FOR CONSTRUCTION LICENSE NO.'. C-0381 LICENSE NO.'. C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE. �
REV ISSUED FOR DATE BY R. MASSEY
RADING LEGEND:
- 200
- PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
- 200
- EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
HKOPOSEU S I OKM UKAINAGE
j®e
PROPOSED AREA DRAIN
FLOW DIRECTION
- LOD
LIMITS OF DISTURBANCE
Ile
,I
SCALE :n1'N 10' 10 0 0PL'
LEAD ENGINEER'. R. MASSEY . JULY 2019
GRANDFATHER GOLF & MENITIES DATE
LANDSCAPE ARCHITECT HazenHAZEN NO
N/A COUNTRY CLUB STEWART 32453-002
'. LINVILLE, NORTH CAROLINA RADING & STORMWATER PLAN 3TEWARTNG.. L19013
DESIGNED BY. J. WARNER STE WART AREA 6 ENLARGEMENT
HAZENAND SAWYER TEWART DRAWING NUMBER'.
DRAWN BY J.WARNER 011 WESTCHABE BOULEVARD, SUITE 500 223 S. WESTSTREET.. SUITE 1100 LOCH DORNIE DREDGING&
75% DESIGN RALEIGH. NORTH CAROLINA 27607 RALEIGH. NORTH CAROLINA 27603 0 1/2° 1° L206.
HEGKED BY'. DO NOT USE FOR CONSTRUCTION LICENSE NO.'. C-0381 LICENSE NO.'. C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE. �
REV ISSUED FOR DATE BY R. MASSEY