20170359 Ver 2_More Info Received_20191101

Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Building B
Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
wwwmcwildlife.ora
Get NC Wildlife Update delivered to your inbox from the N.C. Wildlife Resources Commission.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Homewood, Sue
From: Arrance, Keven <[e-mail]>
Sent: Friday, November 1, 2019 10:48 AM
To: Leslie, Andrea J; Amanda Fuemmeler ([e-mail]);
[e-mail]
Cc: Moore, Andrew W; Tarver, Fred; Homewood, Sue; Goodfred, David W.; Wood, Chris J.;
Russ, W. Thomas; Goudreau, Chris J.; Schueler, Tim; McSwain, Joel
Subject: [External] RE: Loch Dornie IP - NCWRC comments
Attachments: Response to WRC comments_20191101.pdf, L19013-L400 Planting Plan-L400.pdf,
L19013-L400 Planting Plan-L407.pdf, Grandfather Golf & Country Club Turbidity
Testing Version 2.0.docx; Revised Sheets_20191025_reduced.pdf; Figure 5a - Impacts
Map_REV.pdf, Pre -Construction Notification (PCN) Form -SECTION D revised.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Amanda and Andrea,
Attached are GGCC's responses to NCWRC's comments on the Loch Dornie dredging IP. Note that the following files are
the same files that were submitted to the USACE on October 25: Revised Sheets _20191025_reduced.pdf, Figure 5a -
Impacts Map_REV.pdf, and Pre -Construction Notification (PCN) Form_Section D revised.pdf. Please let us know if you
have any questions or remaining concerns relative to the project.
Have a wonderful weekend!
Ms. Keven Arrance
Senior Principal Scientist I Hazen and Sawyer
4011 WestChase Blvd., Suite 500, Raleigh, NC 27607
919 863-9350 (direct); 919 522-4269 (mobile)
karrance(a�hazenandsawyer.com I hazenandsawyer.com
From: Leslie, Andrea J <[e-mail]>
Sent: Wednesday, October 16, 2019 5:07 PM
To: Amanda Fuemmeler ([e-mail]) <[e-mail]>
Cc: Arrance, Keven <[e-mail]>; Moore, Andrew W <[e-mail]>; Tarver,
Fred <[e-mail]>; Homewood, Sue <[e-mail]>; Goodfred, David W.
<[e-mail]>; Wood, Chris J. <[e-mail]>; Russ, W. Thomas
<[e-mail]>; Goudreau, Chris J. <[e-mail]>
Subject: Loch Dornie IP - NCWRC comments
External Email - think before you click
Hi Amanda,
Attached are NCWRC's comments on the Loch Dornie dredging IP.
Andrea

Hazen
November 1, 2019
Ms. Andrea Leslie
Hazen and Sawyer
4011 WestChase Boulevard, Suite 500
Raleigh, NC 27607 • 919.833.7152
Mountain Region Coordinator, Habitat Conservation Program
North Carolina Wildlife Resources Commission
1721 Mail Service Center
Raleigh, North Carolina 27699-1721
Re: Action ID# SAW-2019-01616 — Response to the Comment Letter for the Loch Dornie Dredging,
Island Enhancements, and Linville River Stabilization Project, Avery County, NC
Dear Ms. Leslie:
On October 16, 2019, Grandfather Golf and Country Club (GGCC) received a letter providing comments
from the North Carolina Wildlife Resources Commission (NCWRC) regarding GGCC's application for a
Section 404 Individual Permit for the subject project. GGCC's responses to NCWRC's concerns and
comments are provided herein for your consideration. NCWRC's comments are included, with GGCC's
responses in italicized text below each comment for clarity.
There are Brown Trout and Rainbow Trout in the Linville River downstream of the project. To allow the
applicant to achieve this work during their off-season, we will allow work to proceed during the second
half of the Brown Trout moratorium. Project activities should be avoided between October 15 and
December 31. The Linville River also supports the endemic and rare Grandfather Mountain Crayfish
(Cambarus eeseeohensis, US Federal Species of Concern, NC Significantly Rare).
GGCC appreciates NCWRC's willingness to grant the variance, allowing work to commence
January 1 in Loch Dornie and Linville River.
A set of three rock sills is proposed for the free -flowing portion of the Linville River upstream of the
lake. This section of the river is natural and is characterized by cobble, boulder, and some bedrock. We
strongly recommend against placing these structures in the river, as they could result in barriers to
aquatic animals.
GGCC has decided to eliminate the originally proposed rock sills in the Linville River from the
current project. If bank stabilization measures are pursued in the future, GGCC will seek
regulatory approval for the work under separate cover as a separate project. Please see the
revised plans, figures, and impact table, showing the modification of the project.
Turbidity curtains will be set up in the lake at two locations downstream of the work areas to minimize
turbidity loss from the work areas to the lake. According to the applicant, equipment will be pulled out of
the project footprint before big storms hit the area. As dredging activity is so extensive and will be
implemented during the trout moratorium, we request that the applicant monitor turbidity at the lake
outfall during lake drawdown, dredging, and refill. We recommend that the applicant work with the NC
hazenandsawyer.com

Hazen
North Carolina Wildlife Resources Conlmissiou
November 1, 2019
Division of Water Resources and NCWRC to develop turbidity monitoring methods, turbidity
benchmarks, and actions to be taken if excessive turbidity does occur.
Please review the attached turbidity monitoring protocol that has been developed for the proposed
project. Methods, benchmarks, and proposed actions to be taken are described in the attached
protocol.
Flows must be maintained within the Linville River at all times per discussions between McGill
Associates and NCWRC in the fall of 2015 regarding GGCC dam maintenance activities and our
comments on the 2017 Individual Permit. NCWRC stipulated that a minimum flow of 2 cfs is to be
maintained at all times, including during pond refill. However, it is our understanding that the NC
GGCC must maintain 1.9 cfs below Loch Dornie per a 1998 NC Department of Natural Resources
letter, and NCWRC supports this slightly lower minimum flow limit for the project.
GGCC acknowledges and appreciates NCWRC deferring to the minimum flows stated in the 1998
North Carolina Department of Natural Resources letter. GGCC wishes to note that the valve
controlling flows into the environmental release channel will remain in its current position, which
is allowing pass -through of between 3 and 4 cfs.
1. Project activities should be accomplished as quickly as possible and vigilance used in sediment and
erosion control during site preparation, construction, and clean up. We recommend that areas be
surrounded by silt fence and/or other measures used to retain sediment at the dredge site.
A combination of diversion barriers, gravityflow diversion pipes, silt fencing, and turbidity
curtains will be used to separate clear water flows from dredge activities and retain sediment
within disturbed areas. Location of the erosion and sediment control measures will change
throughout the project to provide the best protection as different areas are dredged or disturbed.
2. Disturbed areas at the lake and stream bank stabilization areas should be seeded, mulched and/or
matted as soon as possible. Any erosion control matting used should be free of plastic or nylon mesh,
as this type of mesh netting frequently entangles wildlife and is slow to degrade, resulting in a hazard
that may last for years.
As work areas are completed, they will be seeded and stabilized as soon as possible. Erosion
control matting used for surface protection and stakes will be made of biodegradable materials,
specifically coconut fiber matting. Any synthetic materials, such as 2D or 3D geomat, shall be
buried sufficiently so that they are not a hazard to wildlife. The proposed geomat is specified to be
buried under 18 inches of cobble, which will be topped with topsoil and sod or seed for vegetation
establishment.
3. Polyacrylamide and coir log rolls are proposed for placement within the environmental release
channel; these structures should not be placed in flowing streams.
The sediment control measures that were originally specified within the environmental release
channel have been eliminated from the project, in order to comply with the referenced regulation.
Rather than install sediment control measures in the channel, Hazen construction oversight staff
will regularly monitor turbidity in the Linville River at a location that is downstream of the mouth
Page 2 of 3
hazenandsawyer.com

Hazen
North Carolina Wildlife Resources Commission
November 1. 2019
of the environmental release channel to ensure that any increased turbidity levels are known in a
timely manner. Please see the attached turbidity monitoring protocol for additional information.
Please see the revised plans, figures, and impact table, showing the modification of the project.
4. The planting list provided in the plans is specifies native wildflowers, shrubs, and trees. All
stream bank and lakeshore stabilization areas should be planted with native herbaceous and
woody plants.
Areas that are disturbed for the project that will not be riverine or lacustrine in nature will be
planted with species listed in the planting list or with red fescue. The design plans have been
updated to reflect red fescue instead of tall fescue in turf areas. The USDA has identified western
North Carolina as being within the native range of red fescue.
5. A planting list should be provided for wetlands that will be created as part of this project.
The planting plan has been revised to include the proposed littoral shelf wetland areas. Please
review the revised Sheets L400 and L407, attached.
If NCWRC needs additional information or clarification of the information presented herein, please do
not hesitate to contact me at [e-mail] or [phone]. GGCC and Hazen
appreciate NCWRC's assistance with the proposed project.
Sincerely,
Ms. Keven Arrance
Senior Principal Scientist
Enclosures
cc: Amanda Jones-Fuemmeler, USACE Asheville Regulatory Field Office (via email)
Sue Homewood, Andrew Moore, and Fred Tarver, NCDEQ - DWR (via email)
David Goodfred, Chris Wood, and TR Russ, NCWRC (via email)
Alan Shuping, Grandfather Golf and Country Club (via email)
Page 3 of 3
hazenandsawyer.com

Impact S1 No6er Protection
6 Feet of Pqffknent Impact
Impact S2 a Stabilization
208 Feet of anent Impact
Imbricated AocNVall
Impact S3 - Tempo ry nstruction Access
12 Feet of Tempora pact
Excavation to Insta Im icated Rock Wall
Impact S5 - Bank Stabilization
54 Feet Temporary Impact
Install Embedded Imbricated Rock Wall
Impact S7 - Temporary Construction Access
83 Feet of Possible Temporary Impact
Access Mats to be Placed 2-3 Feet From
Stream Top of Bank
Impact L5 - Bridge Footings (Fill)
0.007 Acre of Permanent Impact
Impact L3 - Shoreline Stabilization
1.12 Acres of Permanent Impact
(BS #3 - BS #8)
Creation of Littoral Shelf Wetlands
200 100
0 200 Feet
1 inch = 200 feet
n
Impact S4
Grade o of Sills
65 Fee
Perm nent mpact
Impact S6 - Maintenance
5 Feet of Temporary Impact
Replace Bridge #5
and Sanitary Sewer
Impact L1 - Dredging
5.92 Acres of Permanent Impact
Impact L2 - Island Construction
1.07 Acres of Permanent Impact
Impact L4 - Dewatering and Turbidity Curtains
4.60 Acres of Temporary Impact
6�ANOF14
T�,F9 Figure 5a: Impacts Map
Loch Dornie Dredging, Island Enhancements,
and Linville River Stabilization Project
Grandfather Golf and Country Club
Hazen Linville, NC

10/25/19 Version 2.0
Grandfather Golf & Country Club Loch Dornie Dredging Operations Turbidity Monitoring
Field Procedure:
1. Turbidity sampling (grab sample tested onsite via calibrated metering device) will be employed
prior to and during dredging operations —see Schedule.
2. One sample will betaken upstream of dredging operations where the Linville River crosses fairway
17 at sample station A (see map).
3. One sample will be taken downstream of Loch Dornie, downstream of the confluence of the
release pipe channel and the spillway overflow channel at station B (see map).
4. Weather description at time of sampling will be recorded (e.g., temperature). Values of turbidity
and weather conditions will be tracked and graphed.
Benchmark and Response Actions:
1. If the downstream sample site turbidity is 10 NTU or less*, dredging may continue.
2. If the downstream turbidity is the same as or lower than the upstream turbidity (e.g., 15 NTU
enters, 15 NTU leaves), dredging may continue.
3. If downstream site measurements exceed conditions under #1 or #2 above, active dredging is to
cease until condition #1 or #2 are met again; erosion control measures (e.g., turbidity curtains)
are to be examined for correct operation.
Schedule:
1. Testing at locations A and B shall be daily, on dredging operation days, defined as days when
machinery actively operates, moving soil or dredge material, below the pre-drawdown water
surface elevation.
2. Testing is to begin prior to dredging operations by one week, minimum, to establish a "baseline;"
see #2 under "Benchmark and Response Actions" above.
Hazen and Sawyer Grandfather Golf & Country Club

10/25/19
Version 2.0
3. If conditions #1 or #2 under "Benchmark and Response Actions" can be demonstrated for one
calendar week, then testing may be relaxed to three times a week (e.g., Monday, Wednesday,
Friday).
4. If conditions #1 or #2 under "Benchmark and Response Actions" can be demonstrated for two
calendar weeks, the testing may be relaxed to once a week.
5. Violations of #1 or #2, as applicable, under "Benchmark and Response Actions" during "relaxed"
timeframes will re -impose daily testing requirements.
*from 15A NCAC 02B .0211 FRESH SURFACE WATER QUALITY STANDARDS FOR CLASS C WATERS: (21)Turbidity: the
turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as
trout waters and 10 NTU in streams, lakes, or reservoirs designated as trout waters; for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to natural
background conditions, the existing turbidity level shall not be increased. Compliance with this turbidity standard can
be met when land management activities employ Best Management Practices (BMPs) [as defined by Rule .0202 of this
Section] recommended by the Designated Nonpoint Source Agency [as defined by Rule .0202 of this Section]. BMPs
shall be in full compliance with all specifications governing the proper design, installation, operation, and maintenance
of such BMPs
Hazen and Sawyer Grandfather Golf & Country Club

PLAN NOTES:
PLANTING NOTES:
1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR 1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE
INACCURACIES IN THE PLANS TO THE OWNER'S REPRESENTATIVE ARCHITECT. STAKING IS REQUIRED FOR TREES PLANTED ON
PRIOR TO PLANTING. SLOPES.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION, 2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH
AND WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL
AREA. AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.
3. THE LANDSCAPE CONTRACTOR SHALL ASCERTAIN THE LOCATION
OF ALL EXISTING AND NEW UNDERGROUND UTILITIES PRIOR TO
EXCAVATION FOR PLANTING. DAMAGES TO UTILITIES CAUSED BY
THE LANDSCAPE OPERATION SHALL BE CORRECTED BY THE
LANDSCAPE CONTRACTOR AT NO COST TO THE OWNER.
4. LANDSCAPING SHALL REMAIN CLEAR FROM ANY FIRE HYDRANTS ON
THE SITE.
5. ALL TREES TO BE A MINIMUM OF 2" IN CALIPER AND MUST MEET THE
AMERICAN STANDARD FOR NURSERY STOCK.
6. TREE PROTECTION NOTE: TREE PROTECTION FENCING MUST BE IN
PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR
ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING
SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ARBOLES."
7. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING
INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE
MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS
OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE
PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE
CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN
PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS
COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND
NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF
THE PROTECTED AREA.
8. ROOT ZONE PROTECTION AREA: VARIES BASED ON LOCAL
JURISDICTION HAVING AUTHORITY. CONTRACTOR SHALL COMPLY
WITH LOCAL JURISDICTIONAL REQUIREMENTS. NO DISTURBANCE
ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED WITH
BOTH TREE PROTECTION FENCING AND WARNING SIGNS.
9. SEED BED PREPARATION: ALL AREAS TO BE SEEDED ARE TO BE
RECEIVE A MINIMUM OF 2" OF APPROVED TOPSOIL. ALL DEBRIS,
ROCKS, ETC. LARGER THAN .5" ARE TO BE REMOVED. ALL LARGE
CONCENTRATIONS OF GRAVEL & DEBRIS REGARDLESS OF SIZE ARE
TO BE REMOVED PRIOR TO SEEDING OR PLANTING.
10. ALL PLANT BED AREAS ARE TO RECEIVE A MINIMUM OF 6" OF
APPROVED TOPSOIL.
11. SOIL SHOULD BE TESTED AND AMENDED WITH LIME AND FERTILIZER
FOR HARDWOOD TREES ACCORDING TO NCDA PROCEDURES.
SCARIFY PLANT PIT WALLS. CONSULT LANDSCAPE ARCHITECT FOR
ALTERNATE COMPLIANCE.
12. SHREDDED HARDWOOD MULCH 3" DEEP EXCEPT AT CROWN OF
PLANT UNLESS OTHERWISE NOTED. FLARE AT CROWN SHOULD BE
REVEALED. BACKFILL CONSISTS OF THOROUGHLY BROKEN UP
NATIVE SOIL. TOTAL VOLUME OF BACKFILL SHOULD BE AMENDED
WITH UP TO ONE THIRD PINE BARK MULCH. PIECES SHOULD BE NO
LARGER THAN WHAT PASSES THROUGH A ONE INCH SCREEN. IF
ADDITIONAL SOIL IS REQUIRED FOR BACKFILL DUE TO DETRIMENTAL
SUBSOIL DRAINAGE CONDITIONS, USE SOIL SIMILAR TO EXISTING
NATIVE SOIL. ADDITIONAL SOIL TO BE APPROVED BY LANDSCAPE
ARCHITECT. MAXIMUM SAUCER HEIGHT IS 6 INCHES.
13. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT
AND PLUMB THROUGHOUT THE WARRANTY PERIOD. IF
STABILIZATION IS NECESSARY SEE STAKING IN TREE DETAIL,
ORANGE FLAGGING TAPE SHOULD BE ATTACHED TO SUPPORT
WIRE. STAKING SHOULD BE REMOVED BY CONTRACTOR AT END OF
ONE YEAR WARRANTY PERIOD OR AS DIRECTED BY GROUNDS
MANAGEMENT.
14. USE "BIO-BARRIER" OR EQUIVALENT ACCORDING TO
MANUFACTURER'S RECOMMENDATION FOR TREES THAT WILL BE
PLANTED WITHIN 10' OF PAVEMENT
15. LANDSCAPING/C.O. STANDARDS NOTE: ALL LANDSCAPING MUST BE
IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE.
3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND
TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING
SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE
PERIMETER OF THE CONTAINER.
4. FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE BASKET
AWAY FROM TOP AND SIDES OF ROOT BALL.
5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER
PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO
SUMMERS.
6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
7. DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE NURSERY
AND LOCATE TO THE NORTH IN THE FIELD.
8. WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE,
SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF THE
ROOT BALL.
9. TOP OF ROOTBALL TO BE RAISED 2-3 INCHES ABOVE EXISTING
GRADE.
10. FOR B&B PLANTS, NATURAL FIBER BURLAP SHOULD BE TURNED
DOWN BY 1/3 TOTAL HEIGHT OF ROOT BALL. PLASTIC FIBER BURLAP
AND WIRE BASKETS SHOULD BE REMOVED TO 2/3'S OF TOTAL
HEIGHT OF ROOT BALL.
11. BEFORE PLANTING, ADD 3-4" OF WELL COMPOSTED LEAVES,
RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO TOP
6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY VOLUME TO
BACKFILL.
12. PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM
THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP
FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR WITHIN
24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD SUMPS NOT
BE NECESSARY AFTER PERCOLATION TEST, PROVIDE CHANGE
ORDER DEDUCT TO OWNER.
13. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER BREAKING
DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND
CREATE THE PREFERRED SLOPING SIDE.
14. UNLESS OTHERWISE SPECIFIED, TREES SHALL HAVE SINGLE
LEADERS. TREES WITH 2 LEADERS WILL BE REJECTED.
15. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.
16. USE STANDARD "GATOR" BAGS FOR WATERING TREES IN AREAS
NOT UNDER IRRIGATION. INCORPORATE TERRA -SORB (OR EQUAL)
AS PER MANUFACTURERS RECOMMENDATIONS, FOR AREAS NOT
UNDER IRRIGATION.
LEAD ENGINEER: N/A
LANDSCAPE ARCHITECT: C. LANDOLL
DESIGNED BY: J. WARNER
DRAWN BY: J. WARNER
REV ISSUED FOR DATE I BY I CHECKED BY: C. LANDOLL
PLANT SCHEDULE:
TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONT.
HEIGHT
REMARKS
AMLA
5
AMELANCHIER LAEVIS
B & B
5' MIN.
MULTI -TRUNK. 'CUMULUS' VARIETY
(D
ALLEGHENY SERVICEBERRY
ACCEPTABLE.
COFL
5
CORNUS FLORIDA
B & B
6' MIN.
0
EASTERN DOGWOOD
TSCA
3
TSUGA CANADENSIS
B & B
6' MIN.
CANADIAN HEMLOCK
SHRUBS
CODE
QTY
BOTANICAL / COMMON NAME
CONT
REMARKS
ARAR
46
ARONIA ARBUTIFOLIA
3 GAL
AVAILABLE FROM NATIVE ROOTS NURSERY,
RED CHOKEBERRY
CLINTON NC. AVAILABLE 3GAL TO 7GAL
O
FROM NEUSE RIVER NURSERY, INC, FOUR
OAKS, NC. 'BRILLITANTISSIMA' VARIETY
ACCEPTABLE.
CAFL
58
CALYCANTHUS FLORIDUS
3 GAL
AVAILABLE FROM NEUSE RIVER NURSERY,
SWEET SHRUB
INC, FOUR OAKS, NC
CEAM
41
CEANOTHUS AMERICANUS
3 GAL
POSSIBLE SUBS VACCINIUM X'NORTHSKY',
O
NEW JERSEY TEA
VACCINIUM X'NORTHCOUNTRY' VACCINIUM
X'NORTHBLUE' PENDING LANDSCAPE
ARCHITECT APPROVAL
COAM
19
CORYLUS AMERICANA
3 GAL
AVAILABLE FROM NATIVE ROOTS NURSERY,
0
AMERICAN HAZELNUT
CLINTON NC
ILGS
47
ILEX GLABRA'SHAMROCK'
3 GAL
AVAILABLE FROM NEUSE RIVER NURSERY,
Q
INKBERRY
INC, FOUR OAKS NC
KALE
12
KALMIA LATIFOLIA'ELF'
3 GAL
AVAILABLE FROM HENN'S PLANT FARM LLC,
O
DWARF MOUNTAIN LAUREL
FLETCHER NC. 'MINUET' VARIETY
ACCEPTABLE.
LEFR
58
LEUCOTHOE FONTANESIANA'RAINBOW'
3 GAL
AVAILABLE FROM HENN'S PLANT FARM LLC,
Q
RAINBOW LEUCOTHOE
FLETCHER NC AND GOSSETT'S LANDSCAPE
NURSERY INC, HIGH POINT NC
PHOP
20
PHYSOCARPUS OPULIFOLIUS 'SMNPOTWG'
3 GAL
AVAILABLE FROM SETTLEMYRE NURSERY,
O
TINY WINE GOLD NINEBARK
VALDESE NC
O
RHMA
30
RHODODENDRON MAXIMUM
ROSE BAY
7 GAL
AVAILABLE FROM COLONIAL ACRES
NURSERY, BREVARD NC
RHMR
6
RHODODENDRON MAXIMUM 'ROSEUM'
RHODODENDRON
B & B
AVAILABLE FROM KT ORNAMENTALS. ELK
PARK NC
SACA
31
SAMBUCUS CANADENSIS 'ADAMS'
5 GAL
36-48" HT. 'ADAMS' PREFERRED, BUT
O
ADAMS ELDER
SPECIES AND 'YORK' VARIETY ACCEPTABLE.
VACD
9
VACCINIUM CORYMBOSUM 'DUKE'
3 GAL
MOST HIGHBUSH BLUEBERRY VARIETY SUBS
O
HIGHBUSH BLUEBERRY
ACCEPTABLE, PENDING LANDSCAPE
ARCHITECT APPROVAL.
VACP
7
VACCINIUM CORYMBOSUM 'PATRIOT'
3 GAL
MOST HIGHBUSH BLUEBERRY VARIETY SUBS
PATRIOT BLUEBERRY
ACCEPTABLE, PENDING LANDSCAPE
ARCHITECT APPROVAL.
VINB
38
VIBURNUM NUDUM 'BULK'
5 GAL
AVAILABLE FROM MOST LARGE RETAILERS.
Q
BRANDYWINE VIBURNUM
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
ANVI
183
ANDROPOGON VIRGINICUS
18 PER TRAY
36" o.c.
18S LINERS AVAILABLE FROM HOFFMAN
BROOMSEDGEBLUESTEM
NURSERY.
j,°
DECE
140
DESCHAMPSIA CESPITOSA
18 PER TRAY
36" o.c.
18S LINERS AVAILABLE FROM HOFFMAN
TUFTED HAIR GRASS
NURSERY.
\
SCSB
273
SCHIZACHYRIUM SCOPARIUM 'BLUE HEAVEN'
18 PER TRAY
36" o.c.
18S LINERS AVAILABLE FROM HOFFMAN
\
\\\
BLUE HEAVEN LITTLE BLUESTEM
NURSERY. ALTERNATE VARIETIES MUST BE
\\\\
APPROVED BY LANDSCAPE ARCHITECT;
\
\ \
VARIETY MUST REMAIN CONSISTENT WITHIN
EACH PLANTING ZONE.
f
SONU
179
SORGHASTRUM NUTANS
18 PER TRAY
36" o.c.
18S LINERS AVAILABLE FROM HOFFMAN
�-
INDIAN GRASS
NURSERY. SPECIES PREFERRED, VARIETIES
'SIOUX BLUE' AND 'INDIAN STEEL' MAY BE
ADDED. VARIETY SHOULD REMAIN
CONSISTENT WITHIN EACH PLANTING AREA.
LITTORAL SHELF PLANT SCHEDULE:
LITTORAL SHELF PLANTS
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
EUPE
232
EUPATORIUM PERFOLIATUM
PLUGS
24" o.c.
PLUGS, LARGE PLUGS, AND 4" POTS
COMMON BONESET
AVAILABLE FROM MELLOW MARSH FARM,
INC. OF SILER, NC
° a °. a ° °'
a ..a a . .a .a ..a o
IRVI
727
IRIS VIRGINICA
PLUGS
18" o.c.
PLUGS, LARGE PLUGS, AND 4" POTS
BLUE FLAG IRIS
AVAILABLE FROM MELLOW MARSH FARM OF
°
SILER CITY, NC
JUEF
553
JUNCUS EFFUSUS
PLUGS
18" o.c.
LARGE PLUGS AND 4" POTS AVAILABLE FROM
-------------
-------------
SOFT RUSH
MELLOW MARSH FARM OF SILER CITY, NC
LOC2
514
LOBELIA CARDINALIS
CARDINAL FLOWER
PLUGS
12" o.c.
PLUGS, LARGE PLUGS, AND 4" POTS
AVAILABLE FROM MELLOW MARSH FARM OF
SILER CITY, NC
SALA
432
SAGITTARIA LATIFOLIA
LANCE -LEAFED ARROWHEAD
PLUGS
18" o.c.
PLUGS, BARE ROOT PLANTS, AND 4" POTS
AVAILABLE FROM MELLOW MARSH FARM OF
-
i
SILER CITY, NC
SCTA
278
SCHOENOPLECTUS TABERNAEMONTANI
PLUGS
24" o.c.
PLUGS, LARGE PLUGS, 4" POTS, AND BARE
SOFTSTEM BULRUSH
ROOT PLANTS AVAILABLE FROM MELLOW
MARSH FARM OF SILER CITY, NC
•.' "�, : _: .' "„: _: •.' "�, : _:
SCCY
356
SCIRPUS CYPERINUS
PLUGS
18" o.c.
PLUGS, LARGE PLUGS, AND 4" POTS
WOOL GRASS
AVAILABLE FROM MELLOW MARSH FARM OF
SILER CITY, NC
VACO
47
VACCINIUM CORYMBOSUM
1 GAL
48" o.c.
AVAILABLE FROM MELLOW MARSH FARM,
HIGHBUSH BLUEBERRY
INC. OF SILER CITY, NC
CA
\J : � ••:;dL� •tea ;�
1 r&r/��P&NS FOR CONSTRUCTION
-en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
I 1
STEWART
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
PLANT SCHEDULE:
PERENNIALS
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
ACMA
38
ACHILLEA MILLEFOLIUM 'APPLE BLOSSOM'
1 QUART
24" o.c.
'SASSY SUMMER TAFFY' ACCEPTABLE
COMMON YARROW
SUBSTITUTION, AVAILABLE IN 1GAL FROM
BOTANICAL TREASURES NURSERY,
FLETCHER NC
III_
ACMS
31
ACHILLEA MILLEFOLIUM 'SUNNY SEDUCTION'
1 QUART
24" o.c.
WHITE BLOOMING CULTIVARS MAY BE
_III
SUNNY SEDUCTIONYARROW
ACCEPTABLE SUBSTIUTION PENDING
-
-
LANDSCAPE ARCHITECT APPROVAL.
❑ ❑ ° ° ° ❑ ❑ ° ° ❑ ❑ ° ° ❑
ACRA
40
ACTAEA RACEMOSA
1 GAL
36" o.c.
SYN. CIMICIFUGA RACMOSA, AVAILABLE AT
BLACK COHOSH
BOTANICAL TREASURES NURSERY,
❑ ❑❑❑❑ ❑ ❑❑❑❑❑❑❑
FLETCHER NC
❑❑❑❑❑❑❑ ❑ ❑❑❑❑❑❑
ARDI
43
ARUNCUS DIOICUS
1 GAL
36" o.c.
AVAILABLE AT BOTANICAL TREASURES
GOAT'S BEARD
NURSERY, FLETCHER NC
ASIN
58
ASCLEPIAS INCARNATA
1 QUART
24" o.c.
AVAILABLE AT BOTANICAL TREASURES
SWAMP MILKWEED
NURSERY, FLETCHER NC. SPECIES
PREFERRED,-CINDERELLA- AND -ICE
BALLET' CULTIVARS ACCEPTABLE.
ASTU
47
ASCLEPIAS TUBEROSA
1 GAL
24" o.c.
AVAILABLE AT PENDER NURSERY, GARNER
BUTTERFLY MILKWEED
NC
CHGL
68
CHELONE GLABRA
1 GAL
24" o.c.
AVAILABLE FROM BOTANICAL TREASURES
WHITE TURTLE -HEAD
NURSERY, FLETCHER NC
CHLH
76
CHELONE LYONII 'HOT LIPS'
1 GAL
24" o.c.
AVAILABLE FROM BOTANICAL TREASURES
PINK TURTLEHEAD
NURSERY, FLETCHER NC
EUFI
99
EUPATORIUM FISTULOSUM
1 GAL
36" o.c.
SIZE AVAILABILITY MAY VARY. GAL TO DEEP
JOE PYE WEED
PLUG ACCEPTABLE.
GEMA
170
GERANIUM MACULATUM
1 QUART
24" o.c.
SPECIES PREFERRED, 'ESPRESSO' VARIETY
SPOTTED GERANIUM
ACCEPTABLE. AVAILABLE FROM BOTANICAL
TREASURES NURSERY, FLETCHER NC
HEAU
71
HELENIUM AUTUMNALE
1 GAL
36" o.c.
SPECIES PREFERRED. YELLOW VARIETIES
SNEEZEWEED
MAY BE ACCEPTABLE PENDING LANDSCAPE
ARCHITECT APPROVAL.
HEHE
74
HELIOPSIS HELIANTHOIDES
1 GAL
36" o.c.
RUDBECKIA LACINIATA MAY BE ACCEPTABLE
FALSE SUNFLOWER
SUBSTITUTION, PENDING LANDSCAPE
ARCHITECT APPROVAL.
HEAM
39
HEUCHERA AMERICANA
1 GAL
24" o.c.
SPECIES PREFERRED. 'GREEN SPICE'
0 o
AMERICAN ALUMROOT
VARIETY ACCEPTABLE. HEUCHERA VILLOSA
ACCEPTABLE SUB., PENDING LANDSCAPE
ARCHITECT APPROVAL.
LOCA
55
LOBELIA CARDINALIS
CARDINAL FLOWER
1 GAL
24" o.c.
SPECIES PREFERRED. SIZE MAY VARY, 1GAL
TO DEEP PLUG ACCEPTABLE.
LOSI
47
LOBELIA SIPHILITICA
1 GAL
24" o.c.
SPECIES PREFERRED. AVAILABLE FROM
GREAT LOBELIA
BOTANICAL TREASURES NURSERY,
FLETCHER NC
MOFC
86
MONARDA FISTULOSA'CLAIRE GRACE'
1 QUART
36" o.c.
BEE BALM
OEFR
79
OENOTHERA FRUTICOSA
1 QUART
24" o.c.
PLUGS ACCEPTABLE. 'FIREWORKS'
°
GOLDEN SUNDROPS
ACCEPTABLE VARIETY.
O O O O O O
O O O O O O
PHPB
37
PHLOX PANICULATA'BLUE PARADISE'
1 GAL
24" o.c.
AVAILABLE FROM BOTANICAL TREASURES
000000000000
GARDEN PHLOX
NURSERY, FLETCHER NC
000000000000
000000000000
PHPD
104
PHLOX PANICULATA'DAVID'
1 GAL
24" o.c.
AVAILABLE FROM BOTANICAL TREASURES
WHITE SUMMER PHLOX
NURSERY, FLETCHER NC
PYMU
91
PYCNANTHEMUM MUTICUM
1 GAL
36" o.c.
SIZE MAY VARY, 1 GAL TO DEEP PLUG
CLUSTERED MOUNTAINMINT
ACCEPTABLE. CERTAIN SIZES AVAILABLE
FROM BRANDYWINE GROWERS LLC,
BRANDYWINE MD
SORF
62
SOLIDAGO RUGOSA'FIREWORKS'
1 GAL
36" o.c.
AVAILABLE FROM BOTANICAL TREASURES
WRINKLELEAF GOLDENROD
NURSERY, FLETCHER NC
SYNA
65
SYMPHYOTRICHUM NOVAE-ANGLIAE
1 GAL
36" o.c.
SIZE MAY VARY, 1GAL TO DEEP PLUG
NEW ENGLAND ASTER
ACCEPTABLE. CERTAIN SIZES AVAILABLE
FROM BRANDYWINE GROWERS LLC,
BRANDYWINE MD. 'ALMA POTSCHKE'
ACCEPTABLE VARIETY AVAILABLE AT
BOTANICAL TREASURES NURSERY,
FLETCHER NC
TICO
59
TIARELLA CORDIFOLIA
1 QUART
24" o.c.
SPECIES PREFERRED. 'BRANDYWINE'
FOAMFLOWER
VARIETY ACCEPTABLE.
VENO
49
VERNONIA NOVEBORACENSIS
1 GAL
40" o.c.
AVAILABLE FROM BOTANICAL TREASURES
COMON IRONWEED
NURSERY, FLETCHER NC
VEVI
58
VERONICASTRUM VIRGINICUM
1 GAL
36" o.c.
AVAILABLE FROM BOTANICAL TREASURES
CULVER'S ROOT
NURSERY, FLETCHER NC
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
AMENITIES
PLANTING PLAN
PLANT SCHEDULE & GENERAL NOTES
0 1/2" 1"
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
DATE: SEPTEMBER 2019
HAZEN NO.: 32453-002
STEWART NO.: L1901 3
DRAWING NUMBER:
0-

1-\/\/TkIZIAIQ -S EET L405 I \
-_\If
` \ l ' �_ _' / �'— Off• �r•. mOl� I ) I I I 1 / r \ 1` l
If
00
(16)VAC0
(320) JUEF- `��\ (79) EUPE
(112)SCTA./ I l I \)
00 (91') L062
(237) IRVI
//lfl1A I\If
.l
\\mot—: f I 1 \ I\\p0
\\ / \ I i .Ia. ..\.. (145)SALA / \
\\\\\ `_ / / I I 1 I \\./ (114) SCCY
\\` \`\�N — / (166)ILOC2 \ (287) SALA p0 / 400
\ 1, '\ \\y(96) SCCY
`Ilj i I/ I 1 .�.„ PROPOS•156 O I 4O
(277) IRVI I LITTOR L SHELF �p I O
(17) VACO ilt:
(68) LOC2
(233)JUEF 4, ,,/ / 400
L
O I I I I °� �. LOD
I I _
(88) EUPE I \ r
q I ? I p (90) SCCY j \\
O IV.
/ I »t:>XIS`TII\)G (144) SCTA , \\
ETL{4Nb
1 I
I\ I \\ 1
/
__, .•�•.•. � \� _ \__ � ` I \ f I / 1 /—__mil
rI 1 \
EXIIPTING
�TREAM
1\ �/
\X.
If
.O \ /
\ \ \
j ' 0 \
I I I I \\ I
If
(55) EUPE —/
(38) SCCY
\
\\
\\\V\\V\�\\\\\�\ � /)11 � �• / _ r00 _(2) RHMRX-NA' / 1 C'
\\\\\\\\\\\\\\ \\\ \\ \ \I »> I /' (1) RHMA /°I. (123) LOC2 O
(213) IRVI `\ I
I _
\ '\ \\II\\\\\\\\� \ 111\ : 4w 0 ° (18) SCCY
\\\\ \\\ \�\\1\\\\ P POD
\ \\\\\\\\\\\\�\�� \\\//1 \\\\�� �m% / \ \ 1 \ \
\ \ \ ` \\\\ \\\�\ ` \\ \ ,�C _ _ LITTDRA SMEL-F — \ \ \ \
\\� a ° — \ \ \ \ l \ \ \ \
\ \ \ \ \ \ \\ \ \ \ \ \ \ \
\ \ \ \ \\ \ \ \\(10) EUPE
1 / // / I (66) LOC2
x(22)SCTA
(707
10
%96,
\_ G
//
i/ \ \ \ \ \>se \ \ \,, , / I _ \ \ \ \ \ \ \ \ \ 1 I I \ \ I \\
N
MATCH LINE - THIS SHEET \ \ `\ `\ \\ \____----
\\ \ \ \ \ \ \ I 1
LEAD ENGINEER: N/A
LANDSCAPE ARCHITECT: C. LANDOLL
DESIGNED BY: I WARNER
DRAWN BY: I WARNER
REV ISSUED FOR DATE I BY I CHECKED BY: C. LANDOLL
\J ••:;d L� •tea
Itit1 rlr110
/VP&NS FOR CONSTRUCTION
MATCH LINE - THIS SHEET
1 1 I I I I I 1
It I It
1 ::<l: \ II II 1 \` \\I
\ \ \
I 1 1I 'I 1I ' I
.: 1\ \� \ I` I I I I I I I I
I 1\\ \I1111'
It IIII II11
I I / ( 1 O .. ) / /
If
®1 1 1 \ \\ \\ // \ / I ( / / II /1// / If l /1,11 / 1
/
If
Ij ❑/f(o
If // / /�� •.::: •'•••''J•• /' / /'/' /'' /' /' \ ` \
I
o
/
f/ \ /
/
it
\ \ �E{XISTING
It
\`,(4)SCSB �\ \ \---� _• ,/ ���'� �/! ! .:j --- -- �-----__�--
10
\ I A\I — I I I 1 1 1 \\ _ _ — _
\ \ �ci/III// \ \\ \\\\ � \\ �\ � �' // ------------- �\ —
N \
\\ \
\ \ \ \
N.
PLAN
SCALE: 1 "=30'
-en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
LITTORAL SH t= PLANT SG'�HEDULE:
LITTORAL SHELF PLANTS
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
(
EUPE
232
EUPATORIUM PERFOLIATUM
PLUGS
24" o.c.,
PLUGS, LARGE PLUGS, AND 4" POTS
/
COMMON BONESET \
\\
AVAILABLE FROM MELLOW MARSH FARM,
\
INC. OF SILER, NC
o a ` • o
a as a
o°) ` • �
IRVI
727
IRIS VIR INIC '\ \ 1 1 1
\\ 1 1 I
PLUGS
1
PLUGS, LARGE PLUGS, AND 4" POTS
BLUE FLAG I \ \ \ \ 1
\
%
AVAILABLE FROM MELLOW MARSH FARM OF
SILER CITY, NC
JUEF
553
JUNCUS EFF SUS\\ \\ \\ \ \ \
PLUGS
18" o.c.
LARGE PLUGS AND 4" POTS AVAILABLE FROM
\\\\
SOFT RUSH \ \ \ \ .,
MELLOW MARSH FARM OF SILER CITY, NC
/�% .
`.
LOC2
514
LOBELIA CARDINALIS
CARDINAL FLOWER
PLUGS
12" o.c.
PLUGS, LARGE PLUGS, AND 4" POTS
AVAILABLE FROM MELLOW MARSH FARM OF
SILER CITY, NC
SALA
432
SAGITTARIA LATIFOLIA
PLUGS
18" O.C.
PLUGS, BARE ROOT PLANTS, AND 4" POTS
LANCE -LEAFED ARROWHEAD
AVAILABLE FROM MELLOW MARSH FARM OF
a=_
SILER CITY, NC
SCTA
278
SCHOENOPLECTUS TABERNAEMONTANI
PLUGS
24" o.c.
PLUGS, LARGE PLUGS, 4" POTS, AND BARE
SOFTSTEM BULRUSH
ROOT PLANTS AVAILABLE FROM MELLOW
MARSH FARM OF SILER CITY, NC
SCCY
356
SCIRPUS CYPERINUS
PLUGS
18" O.C.
PLUGS, LARGE PLUGS, AND 4" POTS
:H. ;::.u..�:n. ;::.u..�:n. ;• �.n. ;
WOOL GRASS
AVAILABLE FROM MELLOW MARSH FARM OF
SILER CITY, NC
VACO
47
VACCINIUM CORYMBOSUM
1 GAL
48" o.c.
AVAILABLE FROM MELLOW MARSH FARM,
— — — — — —
HIGHBUSH BLUEBERRY
INC. OF SILER CITY, NC
pmmwp
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
AMENITIES
PLANTING PLAN
AREA 7
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
Q
1 �
2
I 'NO
3 A NI AMENITIES 4
WORK
5~ c) 0 6
7
DATE: SEPTEMBER 2019
HAZEN NO.: 32453-002
STEWART NO.: L1901 3
DRAWING NUMBER:
� L407
rL

D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
F_ Wetlands W Streams -tributaries F_ Buffers
W Open Waters F_ Pond Construction
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted.
"S" will be used in the table below to represent the word "stream".
11
3a. Reason for impact* (')
3b.lmpact type
3c. Type of impact*
3d. S. name*
3e. Stream Type *
�[3f.Type
of
3gSwidth
3h. Impacturisdiction*
length*
S1
sewer P
Sanitaryrotection
Permanent
Stabilization
Linville River
Perennial
Corps
P
28
6
Average (feet)
(linea fee[)
S2
Bank stabilization #1
Permanent
Bank Stabilization J
Linville River
Perennial
Corps
P
33
208
Average (fee[)
(lirefee[)
S3
Construction access for S2
Temporary
Excavation
Linville River
Perennial
Corps
33
12
Average (feet)
(lines fee[)
Grade control sills 4
()P
Permanent
Stabilization
Ffleiver
Perennial
Cor s
Average (fee[)
(lirx�fee[)
SS
Bank stabilization #2
Tem orar
P y
Bank Stabilization
Linville River
Perennial
Corps
28
54
Average (fee[)
(lines fee[)
S6
Bridge and sewer
Temporary
Other
Linville River
Perennial
Corps
28
5
replacement
Ave age (fee)
lines fee )
" All Perennial or Intermittent streams must be verified by DWR or delegated local government.
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
279
3i. Total temporarystream impacts:
71
3i. Total stream and ditch impacts:
350
3j. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then individually list all open water
impacts below.
Impact Reason
Dredging accumulated
4b. Impact type �` (?)
P
4c. Name of waterbody
Loch Dornie
4d. Activity type *
Dredging
4e. Waterbodytype * __]4f.
Lake
Impact
area*
5.92
L1
sediments
(acres)
L2
Island construction
P
Loch Donnie
Fill
Lake
1.07
L3
Shoreline stabilization
P
Loch Dornie
Stabilization
Lake
1.12
L4
De watering and
T
Loch Dornie
Dewatering
Lake
4.60
turbidity curtain
(acres)
L5
Bridge pier footing
P
Loch Donnie
Fill
Lake
0.01
(ages)
4g. Total temporary open water Impacts:
4.60
4g. Total permanent open water impacts:
8.12
4g. Total open water impacts:

GRANDFATHER GOLF & COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING / ISLAND ENHANCEMENT
AND LINVILLE RIVER STABILIZATION DESIGN
The LANDSCAPE ARCHITECTURE DESIGN INFORMATION shown hereon has have been prepared under my
supervision and bear my professional seal and signature as below:
Courtney Landoll NC LA H 0204 Date
Stewart
The WALL DESIGN information shown hereon has been prepared under my supervision and bear my professional
seal and signature as below;
Charley Lewis NC PE N 025934 Dale
Stewart
The AMENITIES GRADING AND STORMWATER Information shown hereon has been prepared under my supervision
and hear my professional seal and signature as below:
Ross Massey NC PE N 19779 Date
Stewart
The BRIDGE DF51GN information shown hereon has been prepared under my supervision and bear my professional
_1 and s11_ rre of heigw:
David Ruggles NC PE N 011725 Date
Stewart
The SANITARY SEWER information shown hereon has been prepared under my supervision and bear my
professional seal and signature as below:
Christopher Belk NC PE N 028398 Dale
Hazen and Sawyer
The CIVIL and EROSION AND SEDIMENT CONTROL information shown hereon has been prepared under my
supervision and bear my professional seal and signature as below:
Tim Schueler NC PE H 33505 Date
Hazen and Sawyer
75% DESIGN - DO NOT USE FOR CONSTRUCTION
AUGUST 2019
HAZEN NO.: 32453-002
STEWART NO.: L19013
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0361
LOCATION MAP
NOT TO SCALE
7 .1F
STEWART
STEWART
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-1051
REVISED PLAN MARKUPS
SUBMITTED FOR RE -REVIEW:
10/30/2019

NO WORK PROPOSED FOR "AREA V
1 �
4ylj �j 'X
J-CIUSTER -_
J iiii n „?
LEAD ENGINEER: T. SCHUELER
SUPPORTING ENGINEER:
LANDSCAPE ARCHITECT:
DESIGNED BY: J. MCSWAIN
H-YCHECKED
DRAWN BY: S. KANE
BY: T. SCHUELER
REV
ISSUED FOR
DATE
7 " SPILLWAY
$ � BRIDGE
DRAWING INDEX
DRAWING NUMBER ORAWWG TITLE
GENERAL
G000 COVER
G001 DRAWING INDEX& KEY MAP
G002 GENERAL NOTES, LEGEND, & ABBREVIATIONS
E&SC
E000
EROSION & SEDIMENT CONTROL NOTES
E001
EROSION & SEDIMENT CONTROL PHASE 1 OF 2
E002
EROSION & SEDIMENT CONTROL PHASE 2 OF 2
E102
EROSION& SEDIMENT CONTROL PLAN AREA
E103
EROSION& SEDIMENT CONTROL PLAN AREA
E104
EROSION& SEDIMENT CONTROL PLAN AREA
E105
EROSION SEDIMENT CONTROL PLAN AREA
E10S
EROSION & SEDIMENT CONTROL PLAN AREA 6
E107
EROSION & SEDIMENT CONTROL PLAN AREA 7
E201
ENTRANCE & PERIMETER CONTROL DETAILS
E202
ACCESS FLAW DIVERSTION DETAILS
E203
FINAL STABILIZATION SEDIMENT CONTROL
CIVIL
C100
EXISTING CONDITIONS & DEMO PLAN OVERALL
C102
EXISTING CONDITIONS & DEMO AREA 2
C103
EXISTING CONDITIONS&DEMOAREA3
C104
EXISTING CONDITIONS DEMO AREA4
C105
EXISTING CONDITIONS DEMOAREA5
C106
EXISTING CONDITIONS DEMO AREA
C107
EXISTING CONDITIONS & DEMO AREA
C200
GRADING & DREDGING PLAN OVERALL
C202
GRADING & DREDGING PLAN AREA 2
C203
GRADING & DREDGING PLAN AREA 3
C204
GRADING & DREDGING PLAN AREA 4
C205
GRADING & DREDGING PLAN AREA 5
C20S
GRADING & DREDGING PLAN AREA 6
C207
GRADING & DREDGING PLAN AREA 7
C220
GRADING & DREDGING PROFILES OVERALL
C222
GRADING & DREDGING PROFILES
C223
GRADING & DREDGING PROFILES
C224
GRADING & DREDGING PROFILES
C225
GRADING & DREDGING PROFILES
C226
GRADING & DREDGING PROFILES
G300
REVETMENT DETAILS
C301
STANDARD DETAILS
C400
SANITARY SEWER PLAN, PROFILE, AND DETAIL
DRAWING NUMBER DRAWING TITLE
AMENITIES
1002
SITE PLAN AREA 2
L105
SITE PLAN AREA 5
L106
STTEPLANAREAB
L106.1
SITE PLAN AREA 6 ENLARGEMENT
L107
SITE PLAN AREA 7
L202
GRADING& STORMWATER PLAN AREA
L205
GRADING& STORMWATER PLAN AREA
L208
GRADING& STORMWATER PLAN AREA
L206-1
GRADING& STORMWATER PLAN AREA 6 ENLARGEMENT
L207
GRADING & STORMWATER PLAN AREA 7
L302
LAYOUT PLAN AREA 2
L305
LAYOUT PLAN AREA 5
L306
LAYOUT PLAN AREA 6
L306 1
LAYOUT PLAN AREA 6 ENLARGEMENT
L307
LAYOUT PLAN AREA 7
L402
PLANTING PAN AREA 2
L405
PLANTING PLAN AREA 5
L406
PLANTING PLAN AREA
L407
PLANTING PLAN AREA
L500
SITE DETAILS
L501
SITE DETAILS
L600
STORMWATER DETAILS
LODI
STORMWATER DETAILS
L700
PLANTING DETAILS
L701
PLANTING DETAILS
BRIDGE
B000
TYPICAL SECTION AND GENERAL NOTES
13001
APPROACH AND RAIL DETAILS
B101
BRIDGE I - GENERILL
B102
BRIDGE 1 • ABUTMENT 1
B103
BRIDGE 1- ABUTMENT 2
B104
BRIDGE 1 -ABUTMENT DETAILS
B201
BRIDGE 2-GENERAL
B202
BRIDGE 2- ABUTMENT I
B203
BRIDGE 2-ABUTMENT2
B204
BRIDGE 2- ABUTMENT DETAILS
B301
BRIDGE 3-GENERAL
B302
BRIDGE 3- ABUTMENT 1
B303
BRIDGE 3-ABUTMENT2
B304
BRIDGE 3- ABUTMENT DETAILS
B305
iBRIDGE 3-TYPICAL PIER
B306
BRIDGE 3-ALTERNATE PIER
B307
BRIDGE 3-ALTERNATE CONCRETE PIER DETAILS
B401
BRIDGE 4-GENERAL
B402
BRIDGE 4- ABUTMENT I
B403
BRIDGE 4-A13UTMENT2
B404
-BRIDGE 4- ABUTMENT DETAILS
13501
BRIDGE 5-GENERAL
B502
BRIDGE 5- ABUTMENT I
2503
BRIDGES•ABUTMENT2
B504
BRIDGE 5- ABUTMENT DETAILS
WALL DESIGN
W000
GENERAL NOTES AND ABBREVIATIONS
W001
STATEMENT OF SPECIAL INSPECTIONS
W 100
TYPICAL WALL SECTIONS
W101
FOUNDATION DETAILS
PLAN
SCALE: 1" = 200'
200
100 0 200'
r = 200'
GRANDFATHER GOLF &
DATE: AUGUST 2019
Hazen
COUNTRY CLUB
LINVILLE,
DRAWING INDEX & KEY MAP
HAZEN NO: 32453-002
NORTH CAROLINA
--
S T E WA R T
sr6wARrNo--: L19013
75%DESIGN
HAZEN AND SAWYER
4011 WESTCHABE BOULEVARD, SUITE 500
STEWART
223 S, WEST STREET, SUITE 1100
LOCH DORNIE DREDGING&
DRAWING NUMBER:
RALEIGH,NORTHCAROLINA27607
RALEIGH, NORTH CAROLINA 27603
DO NOT USE FOR CONSTRUCTION
LICENSE NO: C-0361
LICENSE NO,: C-1051
SITE ENHANCEMENTS
F THIS BAR DOES NOT MEASURE V THEN DRAWING IS NOTTO FULL SCALE. : 11�1
G001

I
EROSION & SEDIMENT CONTROL NOTES:
1 THE CONTRACTOR WILL COMPLY WITH ALL REQUIREMENTS OF SEDIMENT AND EROSION CONTROL AS SET FORTH BY THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL MANUAL THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN, MONITOR AND
REPORT ON ALL EROSION AND SEDIMENT CONTROL ITEMS RELATED TO THE PERMIT FOR CONSTRUCTION ACTIVITY.
2 CONTRACTOR SHALL INSTALL ALL TEMPORARY EROSION CONTROL MEASURES WITHIN THE PROJECT AREA PRIOR TO BEGINNING
ANY EARTHWORK
3 CONTACT AND NOTIFY: GG&CC, PROJECT ENGINEER AND NCDEO LAND QUALTIYAT LEAST 72 HOURS PRIOR TO START OF
CONSTRUCTION STATING:
A A REQUEST FOR A PRE -CONSTRUCTION MEETING NOTE
B- WHEN CONTRACTOR INTENDS TO BEGIN CONSTRUCTION .�/
C WHEN CONTRACTOR INTENDS TO INSTALL STORMIWATERMANAGEMENT FACILITIES REVISED
D SOURCE OF BORROW MATERIAL
E LOCATION OF DISPOSAL AREA WITH AN ACTIVE PERMIT
F CONTRACTORS TENTATIVE CLOSING DATE
INITIAL DISTURBANCE WILL BE LIMITED TO THAT NECESSARY TO GAIN ENTRANCE TO THE SITE AND INSTALL NECESSARY SEDIMENT
CONTROLS AS PER THE APPROVED PLANS
4 ALL SEDIMENT CONTROLS AND CRITICAL SLOPES MUST BE STABILIZED WITHIN THREE (3) CALENDAR DAYS. ALL OTHER INACTIVE
DISTURBED AREAS ON THE PROJECT SITE MUST BE STABILIZED WITHIN SEVEN (7) CALENDAR DAYS
5. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE WHENEVER POSSIBLE AND CONFINED TO AN AREA WHERE IT
WILL NOT OBSTRUCT THE NORMAL COURSE OF DRAINAGE
6 PUMPING OF SEDIMENT LADEN WATER WILL NOT BE ALLOWED UNLESS IT IS FILTERED BY WAY OF AN APPROVED SEDIMENT
TRAPPING DEVICE
7 WATER REMOVED VIA SUMP PIT OR REMOVABLE PUMPING STATION SHALL BE PUMPED THROUGH AN APPROVED DEWATERING
BASIN OR FILTER BAG PRIOR TO DISCHARGE VIA A STABLE OUTLET.
B CONTINUOUS INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL DEVICES IS MANDATORY
9. ANY SEDIMENT CONTROL DEVICES DISTURBED DURING CONSTRUCTION MUST BE RESTORED IMMEDIATELY
10. ALL POINTS OF INGRESS AND EGRESS SHALL BE PROTECTED TO MINIMIZE TRACKING OF MUD ON TO PUBLIC RIGHT-OF-WAYS.
11 ANY EARTH, GRAVEL, AND/OR OTHER MATERIAL TRACKED, SPILLED OR WASHED ON TO ADJACENT ROADS MUST BE
IMMEDIATELY REMOVED AND DISPOSED OF IN A PROPER MANNER NO FLUSHING WILL BE PERMITTED ALL MATERIAL MUST BE
REMOVED BY MEANS OF SHOVELING AND SWEEPING
12. THE CONTRACTOR SHALL NOT EXPOSE EARTH THAT CAN NOT BE TEMPORARILY OR PERMANENTLY STABILIZED WITHIN 24
HOURS. ANY EXCAVATED AREAS WHICH CAN NOT BE IMMEDIATELY STABILIZED, MUST BE TEMPORARILY STABILIZED WITH AT
LEAST 4' OF MULCH OR GRADED AGGREGATE
13 PROJECT ENGINEER MUST BE NOTIFIED IN WRITING OF WHERE ANY EXCESS MATERIAL WILL BE DISPOSED OR WHERE ANY
BORROWED MATERIALS WILL COME FROM
14. THE CONTRACTOR SHALL HAVE A NCDEQ LAND QUALITY EROSION CONTROL INSPECTOR INSPECT AND APPROVE THE WORK
COMPLETED AT THE STAGES OF CONSTRUCTION SPECIFIED BELOW:
A UPON COMPLETION OF THE INSTALLATION OF THE PERIMETER SEDIMENT CONTROLS
B. DURING ALL GRADING AND BUILDING OPERATIONS
C. UPON FINAL STABILIZATION OF THE ENTIRE SITE PRIOR TO REMOVAL OF THE SEDIMENT CONTROLS
15 THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED SEDIMENT AND EROSION CONTROL PLAN WITHOUT FIRST
RECEIVING APPROVAL FROM STORMIWATER DEPARTMENT VARIATIONS TO THE ORIGINAL PLAN MUST BE SUBMITTED IN WRITING
WITH ALL PROPOSED MODIFICATIONS STILL BEING HIGHLIGHTED. SUBSTANTIAL CHANGES WILL NECESSITATE AMENDMENT OF
THE GRADING / BUILDING PERMIT
16 ALL ORANGE SAFETY FENCE, TREE PROTECTION MEASURES AND SILT FENCE DIVERSIONS MUST BE INSTALLED ACCORDING TO
THE PLANS AND APPROVED BY THE ENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.
17. NO CLEARING, GRADING, CONSTRUCTION OR OTHER DISTURBANCE OF VEGETATION IS PERMITTED OUTSIDE OF THE LIMITS OF
DISTURBANCE, WITHOUT PRIOR APPROVAL OF THE SEDIMENT CONTROL INSPECTOR
18. ALL TREES DESIGNATED FOR REMOVAL SHALL BE REMOVED IN STAGES AS SPECIFIED IN THE SEQUENCE OF CONSTRUCTION.
AREAS OF TREE REMOVAL WITHIN THE LIMITS OF DISTURBANCE MUST BE TEMPORARILY STABILIZED USING SEED & WOOD CHIPS
BY THE END OF EACH DAY.
19 THE CONTRACTOR MAY ONLY CLEAR & GRUB AREAS WITHIN THE DAILY CONSTRUCTION ZONE AS NECESSARY TO COMPLETE
STREAM STABILIZATION EFFORTS. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO CLEAR & GRUB
AREAS BEYOND THE CONFINES OF THE DAILY STREAM DIVERSION MEASURES. THE CONTRACTOR SHALL MAKE EVERYATTEMP7
TO MINIMIZE IMPACTS TO ALL TREES LOCATED WITHIN THE LIMITS OF DISTURBANCE.
20 STABILIZED CONSTRUCTION ENTRANCES AND TEMPORARY STOCKPILE AREAS SHALL BE CONFINED TO THE LOCATIONS GIVEN
ON THE PLANS AND PROTECTED WITH PERIMETER EROSION CONTROL MEASURES AT ALL TIMES UNLESS DIRECTED OTHERWISE
BY ENGINEER.
21. IF THE NEED FOR ADDITIONAL TEMPORARY STOCKPILES BECOMES NECESSARY, IT MUST:
A BE WITHIN THE LIMITS OF DISTURBANCE OR APPROVED OFF -SITE LOCATION
B, DRAIN TO A FUNCTIONING SEDIMENT CONTROL DEVICE
C NOT IMPEDE UPON OR ALTER THE FUNCTION OF THE EXISTING SEDIMENT CONTROL MEASURES
D. NOT ALTER ANY NATURAL DRAINAGE PATTERNS, INCLUDING THE EXISTING AND PROPOSED STREAM CORRIDOR
E. BE APPROVED BY THE SEDIMENT CONTROL INSPECTOR.
F NOT BE WITHIN THE 100-YEAR FLOODPLAIN.
IN -STREAM CONSTRUCTION NOTES:
22. LINVILLE RIVER AND ITS ASSOCIATED TRIBUTARIES IN THIS AREA ARE DESIGNATED AS CLASS C;Tr. THESE WATERS ARE
PROTECTED FOR USES SUCH AS SECONDARY RECREATION, FISHING, WILDLIFE, FISH CONSUMPTION, AQUATIC LIFE INCLUDING
PROPAGATION, SURVIVAL AND MAINTENANCE OF BIOLOGICAL INTEGRITY, ADDITIONAL RESTRICTIONS ARE IN PLACE AS A
RESULT OF THE THE TROUT WATERS (Tr) CLASSIFICATION WHICH INCLUDES A 25-FOOT LAND DISTURBANCE BUFFER NO LAND
DISTURBING ACTIVITY MAY TAKE PLACE WITHIN THE TROUT BUFFER ZONE FROM OCTOBER 15 TO APRIL 15 UNLESS AUTHORIZED
BY NC W RC AND DLR
23. STREAM DIVERSION PRACTICES ARE TO MAINTAIN POSITIVE FLOW AROUND THE CONSTRUCTION ZONE AT ALL TIMES THE
CONTRACTOR MUST TIE THE DAILY STREAM CONSTRUCTION ZONE BACK INTO THE EXISTING CHANNEL BY THE END OF EACH
WORK DAY.
24. WORK SHALL BE CONDUCTED IN A MANNER WHICH PERMITS THE PROPOSED BANKFULL CHANNEL CONSTRUCTION AND THE
ADJACENT SECTION OF THE BANKFULL BENCH TO BE PERMANENTLY STABILIZED AT THE END OF EACH WORK DAY- PERMANENT
STABILIZATION OF STREAMBED, BANKS AND FLOODPLAIN SOIL AREAS DURING CONSTRUCTION WILL CONSIST OF PLACED
SUBSTRATE MATERIAL, FLOODPLAIN SOIL, BOULDER PROTECTION, TOPSOIL, STREAMBANK SEEDING AND COIR FIBER MATTING
STABILIZE ALL OTHER AREAS USING TEMPORARY SEED AND WOOD CHIPS WITHIN THE CONSTRUCTION ZONE. REMOVE ALL
STREAM DIVERSION DEVICES BY THE END OF EACH WORK DAY- IN THE EVENT THAT THE CONTRACTOR CAN NOT COMPLY WITH
THE ABOVE, THE STREAM DIVERSION DEVICE MUST BE CONTINUOUSLY MANNED AND OPERATING UNTIL THE CONSTRUCTION
EFFORT CAN TIE BACK INTO THE EXISTING CHANNEL IN A STABLE MANNER.
25 STREAM DIVERSION MEASURES INCLUDING SANDBAGS, FILTER BAGS, AND PUMP -AROUND DEVICES, ETC- ARE INTENDED TO BE
PROPERLY MAINTAINED AND REUSED AS WORK PROGRESSES DOWNSTREAM (OR UPSTREAM IF REQUIRED BY SITE CONDITIONS),
26 THE LENGTH AND LOCATION OF DAILY CONSTRUCTION ZONES SHOWN ON THE PLANS ARE THE APPROVED POSITIONS- ACTUAL
LENGTH AND PLACEMENT OF SANDBAG DIKES MAY BE SLIGHTLY ADJUSTED TO FITTHE LOCAL TOPOGRAPHY AND THE AMOUNT
OF DAILY INSTREAM CONSTRUCTION THAT IS FEASIBLE TO THE CONTRACTOR, EACH DAILY WORK ZONE ISOLATED BY THE
STREAM DIVERSION MEASURES SHALL NOT EXCEED 400 FEET IN STREAM CHANNEL LENGTH.
27. IN -STREAM CONSTRUCTION SHALL BE CONDUCTED WORKING IN AN UPSTREAM TO DOWNSTREAM MANNER THE CONTRACTOR
MAY WORK FROM DOWNSTREAM TO UPSTREAM WITH THE APPROVAL OF THE INSPECTOR- UNDER NO CIRCUMSTANCES WILL
HEAVY EQUIPMENT BE PERMITTED TO CROSS THE NEWLY CONSTRUCTED STREAM CORRIDOR OR ROCK STRUCTURES,
28. NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED DURING STORM EVENTS
LEAD ENGINEER:
T. SCHUELER
SUPPORTING ENGINEER:
-
LANDSCAPE ARCHITECT:
-
DESIGNED BY:
J. MCSWAIN
DRAWN BY:
J.MCSWAIN
CHECKED BY:
T.SCHUELER
SENSITIVE AREA NOTES:
29 NO CONSTRUCTION ACTIVITIES SHALL BE UNDERTAKEN WITHIN SPECIFIED SENSITIVE AREAS OF THE PROJECT WITHOUT PRIOR
NOTIFICATION OF THE ENGINEER ALL WORK IN THESE AREAS SHALL BE MONITORED BY A RESPONSIBLE PARTY DESIGNATED BY
THE CONTRACTOR TO ASSURE THAT REASONABLE CARE IS TAKEN IN OR ADJACENT TO THESE AREAS. AREAS CONSIDERED
SENSITIVE ARE DEFINED AS: FLOODPLAINS, WETLANDS (TIDAL, NONTIDAL AND ASSOCIATED BUFFERS), CRITICAL AREAS,
FORESTED AREAS, ARCHEOLOGICAL SITES, HISTORIC SITES, PARK LAND AND OPEN WATER PORTIONS OF THIS PROJECT LIE
TEMPORARY STABILIZATION NOTES:
30. PERMANENT AND TEMPORARY STABILIZATION SHALL FOLLOW THE STABILIZATION TIMEFRAMES TABLE
BELOW TO MEET REQUIREMENTS OF NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION
ACTIVITIES (NCG01), NCDENR AND DEMLR
31. THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE PROJECT, REPAIR AND MAINTAIN EXISTING SEDIMENT CONTROL
DEVICES UNTIL ALL AREAS WITHIN LIMITS OF CONSTRUCTION ARE STABILIZED. ALL SEDIMENT CONTROL MEASURES REFERRED
TO ON THESE PLANS SHALL BE IN ACCORDANCE WITH PUBLISHED NORTH CAROLINA STANDARDS AND SPECIFICATIONS FOR
EROSION AND SEDIMENT CONTROL
DISTURBED AREA NOTES:
32 TRENCHES FOR ANY STORM DRAINPIPE AND UNDERDRAIN PIPE INSTALLATIONS SHALL BE BACKFILLED, COMPACTED AND
STABILIZED AT THE END OF EACH DAY
EROSION & SEDIMENTATION CONTROL - CONSTRUCTION SEQUENCING NOTES:
1 NO CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL TEMPORARY SEDIMENT AND EROSION
CONTROL MEASURES HAVE BEEN INSTALLED. CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON THE DRAWING
FOR TEMPORARY PERIMETER EROSION CONTROL
2. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES ON
ANY AREA WHICH WILL REMAIN UNDISTURBED FOR MORE THAN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS
SHORTER ALL SLOPES STEEPER THAN 3HAV SHALL BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7 CALENDAR DAYS.
ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT THOSE GREATER THAN 50 FT IN LENGTH, SHALL BE PROVIDED WITH
TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES SUFFICIENT TO RESTRAIN EROSION
WITHIN 14 CALENDAR DAYS
3. PERMANENT SEEDING SHALL BE IMMEDIATELY INSTALLED, FOR ALL AREAS REACHING FINAL GRADE WHICH WILL NOT BE
OISTURBED Ar N.
4 UPON COMPLETION OF FINAL GRADING, PERMANENT STRUCTURAL OR VEGETATIVE STABILIZATION SHALL BE
ESTABLISHED.
5 ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF
CONSTRUCTION ACTIVITIES AND THE SITE HAS BEEN PERMANENTLY STABILIZED WITH STRUCTURAL AND/OR PERMANENT
VEGETATIVE MEASURES
6 CONTRACTOR SHALL PERFORM SITE INSPECTION AND MAINTENANCE ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN
24 HOURS AFTER ANY STORM EVENT GREATER THAN 1/21NCH OF RAIN PER 24 HOUR PERIOD.
7 ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED
UPON APPROVAL FROM THE CITY. ANY AREAS DISTURBED BY THE REMOVAL OF EROSION CONTROL MEASURES SHALL BE
RETURNED TO THE ORIGINAL, OR BETTER, CONDITION, THEN SEEDED, MULCHED, AND FERTILIZED
8. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PEOPLE RESPONSIBLE FOR LAND
DISTURBING ACTIVITIES TO INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES AFTER EACH PHASE OF THE
PROJECT UNTIL PERMANENT GROUND COVER IS ESTABLISHED, THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE
WEEKLY MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES- THE FOCUS OF
THE SELF -INSPECTION REPORT IS TO ENSURE THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL
MEASURES ARE CONTINUALLY PERFORMING AS INTENDED.
CONTROL OF WATER NOTES:
1 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT, SUPPLIES, AND MATERIALS NECESSARY FOR THE
CONTROL OF WATER INCLUDING BUT NOT LIMITED TO: PUMPS, HOSE, SANDBAGS, DEWATERING DEVICES-
2. THE CONTRACTOR SHALL IMPLEMENT A CLEARWATER DIVERSION PLAN TO TEMPORARILY BYPASS FLOWS AROUND
WORKAREAS PUMPING MAYBE REQUIRED TO BYPASS FLOWS-
3. THE CONTRACTOR SHALL IMPLEMENT A WORK SITE DEWATERING PLAN TO DEWATER WORK AREAS AND TREAT WATER
COLLECTED FROM DISTURBED AREAS FLOWS COLLECTED FROM DISTURBED AREAS SHALL BE TREATED WITH AN
APPROVED SEDIMENT CONTROL DEVICE PRIOR TO DISCHARGE
4 ALL PUMPED FLOWS SHALL BE DISCHARGED IN A NON -EROSIVE MANNER TO A STABILIZED WATERCOURSE
5 THE CONTRACTOR SHALL REMOVE OR MODIFY SANDBAG DIKES OR OTHER WATER CONTROL BARRIERS PRIOR TO
FORECASTED RAIN EVENTS TO ALLOW FLOW THROUGH THE WATERCOURSE AS NEEDED TO MAINTAIN UPSTREAM FLOW
WITHIN STREAM BANKS
6 THE CONTRACTOR SHALL REMOVE CONSTRUCTION EQUIPMENT FROM THE WATERCOURSE AT THE END OF EACH WORK
DAY AND PRIOR TO FORECASTED RAIN EVENTS. GG&CC IS NOT RESPONSIBLE FOR DAMAGE TO CONSTRUCTION
EQUIPMENT
SEEDING NOTES:
SEED BED PREPARATION
1- CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO
PLANTING
2 TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP
GRADING. SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING, HARROWING, RAKING, OPERATING PLANTING
EQUIPMENT ON THE CONTOUR
3. SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE
RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING
SCHEDULE SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN
SEALED BY RAINFALL
MULCHING AND TACKING AGENTS
1. MULCH MUST COVER A MINIMUM OF 80 PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY TACKING, CRIMPING,
OR NETTING
2 WOOD CELLULOSE FIBER MULCH SHALL BE USED IN HYDROSEEDING GRASS SEED IN COMBINATION WITH FERTILIZERS AND
OTHER APPROVED ADDITIONS.
3. NO NETTING WITH PLASTIC MESH AND 1 OR PLASTIC TWINE SHALL BE USED IN WETLAND AND RIPARIAN BUFFERS TO
PROTECT SMALL ANIMALS.
HYDROSEEDING
1. HYDROSEEDING SHALL BE CARRIED OUT IN THREE STEPS STEP ONE SHALL CONSIST OF THE APPLICATION OF LIME. IN
STEP TWO THE SEED MIXTURE SHALL BE MIXED WITH THE FERTILIZER, WOOD CELLULOSE FIBER MULCH, AND ANY
REQUIRED INOCULANTS AND APPLIED TO THE SEED BED, STEP THREE SHALL CONSIST OF APPLICATION OF TOP DRESSING
DURING THE FIRST SPRING OR FALL, WHICHEVER COMES FIRST, AFTER STEP TWO.
2, INGREDIENTS FOR THE MIXTURE AND STEPS SHOULD BE DUMPED INTO A TANK OF WATER AND THOROUGHLY MIXED TO A
HOMOGENEOUS SLURRY AND SPRAYED OUT UNDER A MINIMUM OF 300350 POUNDS PRESSURE, IN SUITABLE
PROPORTIONS TO ACCOMMODATE THE TYPE AND CAPACITY OF THE HYDRAULIC MACHINE TO BE USED, APPLICATIONS
SHALL BE EVENLY SPRAYED OVER THE GROUND SURFACE THE CONTRACTOR SHALL FREE THE TOPSOIL OF STONES,
ROOTS, RUBBISH AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE, THE BARE SOIL, EXCEPT
EXISTING STEEP EMBANKMENT AREA, SHALL BE ROUGH RAKED TO REMOVE STONES, ROOTS, AND RUBBISH OVER 4-INCH
IN SIZE, AND OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE
3. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE
EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY- ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE
RE -CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND
BROADCAST METHOD ACCEPTABLE TO THE OWNER
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO: C-0381
STEWART
STEWART
223 & WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NI C-1051
SEQUENCE OF CONSTRUCTION PHASING (75% PLANS STAGE
PHASE 1
1. CONDUCT PRE -CONSTRUCTION MEETING WITH CONTRACTOR GG&CC PROJECT MANAGER,
ENGINEER AND AVERY COUNTY EROSION AND SEDIMENT CONTROL (ESC) INSPECTOR
2 INSTALL STABILIZED CONSTRUCTION ENTRANCE (SCE) #1 AND PERIMETER SEDIMENT
CONTROL DEVICES FOR STAGING AREA #1
3 INSTALL SIPHON PIPING AND PUMPING.
ESTIMATED CALENDAR DAYS: 30 DAYS
PHASE 10 (EASTERN BANK FXCAVAT_ION AT JCLUSTER AND WE_STEWI LAKE PATH -CAN SrM
PRIOR TO 111120) • •
1- INSTALL SCE #3 AND ASSOCIATED PERIM ETER SEDIMENT CONTROL FENCING
2 INSTALL WESTERN LAKE PATH IMPROVEMENTS
3 INSTALL SCE #2 OFF OF CLUBHOUSE ACCESS ROAD, AND PERIMETER SEDIMENT CONTROL
AND ACCESS PROTECTION INCLUDING SILT FENCE FOR TEMPORARY STOCKPILE AREA
@IBa-
ESTIMATED CALENDAR DAYS, 14 DAYS
PHASE 1C AMH DEWATERING - CAN BE N 117MON
1- DRAW LOCH DOWN APPROXIMATELY B FEET. MAINTAIN AT REDUCED DEPTH
ESTIMATED CALENDAR DAYS: 3 DAYS
1, BLOCK ACCESS TO EXISTING PEDESTRIAN BRIDGES A, D, AND E
2- INSTALL SCE#4 AND ASSOCIATED PERIMETER CONTROL DEVICES
3- INSTALL FLOCCULANT TREATMENT IN OUTFALL CHANNEL AND TURBIDITY CURTAINS IN LOCH
4 INSTALL DIVERSION #1 AND #2, TEMPORARILY DIVERTING LINVILLE RIVER THROUGH EASTERN
(FAIRWAY 18) CHANNEL MAINTAIN DIVERSION.
5 EXCAVATE WEST CHANNEL FROM UPSTREAM TO DOWNSTREAM (PUSHING MATELAL
DOWNSTREAM), TEMPORARILY STOCKPILING WET MATERIAL AS SHOWN AVOID IMPACITNG
ISLAND DRIVE BRIDGE AND ASSOCIATED WATERLINE MOVE MATERIAL BENEATH BRIDGE F.
KEEPING BRIDGE IN PLACE DURING THIS PHASE (ALTERNATIVELY, BRIDGE F REPLACEMENT
WORK CAN BE COMPLETED AT THIS TIME; SEE PHASE 2B) GRADE AN INTERIM DRAINAGE
CHANNEL APPROXIMATELY ALONG THE HISTORIC RIVER LOCATION THROUGH THIS AREA IN
ANTICIPATION OF NEXT PHASE
ESTIMATED CALENDAR DAYS, 14 DAYS
TOTAL PHASE 1 ESTIMATED CALENDAR DAYS STARTING 1/l/20: 17 DAYS
PHASE 2
1- INSTALL DIVERSION #3 AND GRAVITY DNERSION #1
2 INSTALL DIVERSION #4 AND GRAVITY DIVERSION #2
3 EXCAVATE EAST CHANNEL FROM UPSTREAM TO DOWNSTREAM (PUSHING MATERIAL
DOWNSTREAM), TEMPORARILY STOCKPILING WET MATERIAL AHD ACCEPTABLE
SANDY-GRAVEL'DRY' MATERIAL AS SHOWN ON PLANS; SEPARATE OUT AND STOCKPILE ALL
COBBLE MATERIAL SEPARATELY.
ESTIMATED CALENDAR DAYS: 21 DAYS
PHLBE 2B (DEMOUTRW AND NEW BRIDGE 41
1 DEMO AND REMOVE FROM SITE BRIDGES A, B. C, D AND E INCLUDING ABUTMENTS, PIERS ETC
PLUS OTHER DEMO ITEMS WITHIN THE LIMITS OF THIS PHASE KEEP BRIDGES F AND G IN
PLACE
2 INSTALL TEMPORARY SANITARY BYPASS FOR BRIDGE E
3 DEMO BRIDGE E AND ASSOCIATED SANITARY LINE
4 INSTALL NEW SANITARY LINE AND NEW BRIDGE 4 WITH ABUTMENTS
5 EXCAVATE EAST CHANNEL
ESTIMATED CALENDAR DAYS: 14 DAYS
PHASE 7C (ISLAND CREATION AND EVENT AREA GR.ADINGI
1 UNDERCUT FOR ISLAND PERIMETER AND LOCHE WALLS AND INSTALL
2. WASTE APPROVED AMOUNT OF WET MATERIAL WITHIN ISLAND FOOTPRINTS, FAIRWAY 18, AND
EVENT LAWN AREA
3 ROUGH GRADE ISLANDS WITH DRY MATERIAL ROUGH GRADE FAIRWAY 18 FILL AND
SHORELINE AREA, ISLAND DRIVE LAWN, AND CLUBHOUSE / EVENT LAWN AREA
ESTIMATED CALENDAR DAYS: 21 DAYS
PHASE_2D ICOMPLETE DREDGING(
1 COMPLETE REMAINDER OF DREDGING OPERATIONS PER FIELD DIRECTION BY THE ENGINEER
2 REMOVEIMODIFY DIVERSIONS AS NECESSARY; DIVERSION 4 AND GRAVITY DIVERSION 2TO
REMAIN
3 COMPLETE ISLAND GRADING WITH DRY MATERIAL AND CAP ISLANDS. COMPLETE FAIRWAY 18
FILL AND SHORELINE AREA GRADING, ISLAND DRIVE LAWN, GRADING AND CLUBHOUSE / EVENT
LAWN AREA GRADING.
ESTIMATED CALENDAR DAYS. 14 DAYS
E 2E [JCLUVER W STALLATION AND
FA
IRWAY 17 CROSSING
1. IH$ K1H 5 AND GRAVITY DIVERSION 3
2. HARVESTCIA BOVLDERS FROM FAIRWAY 173T 33EHG AND STOCKPILE
FOR JCLUSTER WALLU (DOE 5 UBE
3. INSTALL GRADE CONTROL SILLS
4. INSTALL IRW 1 AND 2
5. GRADE FAIRWAY�J.AR IHG AREA IITILIZIN: A: I hFHIN OM J-CLUSTER WORK
6. REMm CALENDARAYS 2GR STYDIVERSION 3.
PHASE 21' (SITE AMENITIES AND BRIDGE 6)
1 INSTALL NEW BRIDGES 1, 2 AND 3 INCLUDING ABUTMENTS
2 INSTALL EVENT LAWN AMENITIES.
3 INSTALL TEMPORARY SANITARY BYPASS AT EXISTING BRIDGE G
4. INSTALL NEW BRIDGE 5 WITH NEW SANITARY LINE AND MANHOLES; DEMOLISH BRIDGE G
5 CONSTRUCT IRW #3
6. REMOVE DIVERSION 4 AND GRAVITY DIVERSION 2
ESTIMATED CALENDAR DAYS, 21 DAYS
1 INSTALL LANDSCAPING AMENITIES AS SHOWN ON PLAN SET
2 REMOVE REMAINING SEDIMENT CONTROL FEATURES AND STABILIZE
ESTIMATED CALENDAR DAYS: 7 DAYS
TOTAL PHASE 1 AND 2 ES71MA TED CALENDAR DAYS: 150 DAYS
TEMPORARY SEEDING SCHEDULE (SEASONAL)
EARLY SUMMER SEASON
FALL / WINTER SEASON
SEEDING
40 LBS / ACRE OF GERMAN MILLET
120 LBS /ACRE RYE (GRAIN)
MIXTURE
80 LBS/ACRE OF TALL FESCUE
80 LBS/ACRETALL FESCUE
MAY 1 -AUGUST 15
OCTOBER 25 - DECEMBER 30
REFERTILIZE IF GROWTH IS NOT FULLY
BETWEEN DECEMBER 30- FEBRUARY 15. ADD
SEEDING DATES
ADEQUATE,
50 LBS / ACRE OF ANNUAL KOBE LESPEDEZA
APPLY 4000 LBS /ACRE STRAW OR
APPLY 4000 LBS /ACRE STRAW EQUIVALENT
EQUIVALENT HYDROSEEDING.
HYDROSEEDING,
SEEDING
APPLY LIME AND FERTILIZER PERSOILTESTS
APPLY LIME AND FERTILIZER PER SOITESTS
AMENDMENTS
OR 2000 LBS /ACRE LIMESTONEAND750LBS
DR2000 LBS/ ACRE LIMESTONE AND
/ACRE 10.10-10 FERTILIZER
/ACRE 10.10-10 FERTILIZER
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
DITCHES, SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW)
ZONES
7 DAYS
NONE
IF SLOPES ARE'10' OR LESS IN
SLOPES STEEPER THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 2A, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN MY IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE, EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
AND HOW ZONES
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
SITE SUMMARY INFORMATION
(LIMITS OF DISTURBANCE (LOD):
19-63
AC J
DRAINAGE AREA TO DAM-
3 63
SO MI_
EXISTING STREAM LE14GTH:
900
LF
LENGTH OF STREAM IMPACTS:
180
LF
EXISTING OPEN WATERS:
33-33
.AC
AREA OF OPEN WATER IMPACTS:
12,17
,AC
AREA DISTURBED (EARTHEN):
7-46
,AC
RECEIVING WATERS:
L114VILLE RIVER(CLASS C, Tr)
SITE SUMMARY INFORMATION
LIMITS OF DISTURBANCE (LOD):
-?4:9Cr
AC
DRAINAGE AREA TO DAM:
3 63
Sam
EXISTINGSfR N{{¢OT�j1pp1'R JL
LENGTH OFS M1�`-'77f1JATF:nl8l1•L-•
EXISTiINARY TABLE
pF`J�yg��!�gi.�
ABOVE
LF
LF
AREA OF OPEN WATER IMPACTS:
AC
AREA DISTURBED (EARTHEN): ­19r
AC
RECEIVING WATERS: LINVILLE RIVER (CLASS
C; Tr)
EROSION & SEDIMENT CONTROL NOTES
DATE: AUGUST 2019
HAZEN NO.: 32453-002
STEWART NO.: L19013
DRAWING NUMBER:
E000IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE

OFFICE _—_—�L_"_ " __ — fr" _ y j 1 1 �/
BUILDING
MAINTENANCE - "_• I _ _ �"N�
BUILDING n ".
r
••� .: �'.• M1 SCE 46
i`"�'°� ..•� -+ . � ��y`�_� . .1 ri ri f�'•� • _ y�. f�?� 3' • r •'' '`1: a� +rrrrf9,�i � -
-.`,_ �, 1�'•`- :4 try• 1,
USE OF FLOCCULANT r — :, • I}I�;'!,,, c`3:; L =` ,r,�l� t rt' ,�H•
\�'a .� _r►.r��` .� ., �+ b�;'Ul';����i��:;ty. -..5r �Y.�-� •:._ .I,, :r J �-mot +� - '
NO LONGER PROPOSED.
;�•f CI CFI 014
ENVI AiPE ;O ti PARK -
FLOW TO LOG \' » =`.'M1I `r'C. • `• - - _ r _
T IH p1iTFALL '-.� �, �� '`� � i• � .J!.,1... �•o-�. i�r"�� _.� .' .' �~,� - -
1' � r yip ,{ • � � _- _JS-. • J _ � , �~' �'•• •`j_f.;o-, ��: n' �� �-
' r ;•,1. -� ,G� , �6 ,1 LOCH OORNlE DRAWN DOWH _,r ,, - `� .•. - �
7 ..11 {!� jn , i � . MRFISMATELYb FEET i
}I l ••�,��� •- � •�a•�'_ •-��' 4 .`�, �� INTERIM DRAINAGE
4HANHEL
� � , � ��� �„ �Y ' 'vim `7 .� 't.`-.' � 'r� � •. • F `1 �' 1 � -•' i c • f �_ �
� ' : K'• rr fY ��� a}r�r 1 `,�I � M1.•. 'l`• ; rr.'-" - ',]y7 - - f• •ti
' f i' f' _ ¢ �..,1w�-=;•� , �` 6 i1\ ` BHM7p • 4
• "LJr� �l �• [ e•r n ii:•' �� • ,_I r' LOCH DORN1C �r -,� - b[ �-,�' }�� ���vwr'EL
PHA
SEIA/1Cl •! tt[r~r+;1��.1,� I .-�k�y.�} - �71� 7 !
SIPHON/PUMP SYSTEM FOR. .i f. ry i+>`,•'•M1-- ��� _ L�ti..' �, __ y,r .. i`�1'�."~: .. PHAS
S�, , , s NQklh1 1'C�QL / e _
TEMPORARILY DEWATERING /,✓.F • J,•,. rl •' `_ �- - • _-al' ALE VATiC1N = 372�7.J TURBIDITY . r 47. �y _ y._'-_'... ipp.,
LOCHnoRHIE r+Ff.YA"' • �f{ --_ CURTAIN TYP •.f '� (❑ 1 p
././.r.` 1. ✓ •N.r:,': .r7 %r'rtYr__+>-.,,
l .. y
, VFRIDUY CURTAIN, TYP
+ r: �,. +�i,•r i. "•.^ : �.�'Y '` _._':. .:� �,r� $ ` `�• \y
y •L.': ' '' fi "� f x `^� •_ �^y r I J r, y �6] P�.�.�{" L�. • 8Cf aW . \
-SILT FENCE, IVP
P
HASE .T �� .J •'��. LI, .� r':YF - �,. "I L
srnclNrr,REAx1-'----�w. e r � r ,,.�1• '�.` + \
J' /: •� 1A& IC
too DA OMV 1! /Y x OIVERSroN t2
.. L L V
SCE tr1•--��' ��?'I � ��, 1, E3.EVATION.=S774.6 � i � {}�. fJ, STOCKFiEjE
_ � � � : � � � _.. / �� • I _ .-�. +gyp `�``" ;, �
Ave
TEMPORARY
• - ]{•1 _ -__ .' '+r/'i` �t�1�� .'n {i .. .. � �' {+ r% VJ -i1RY h}A7 �. .- .\ _ "- � '.f r j
STOC%P LE
�. �1 00, r - `• yr SFr .'. PHASE 1 ;�•ovtRs n
1B
NO WORK PROPOSED
+ c
FOR"AREAV
_•�iR?+�Cr~''r=q___" ` oor..`�, „y R�„zr'�S �-;. -?[,•ice' (,�+^i`,Y_ y_ y-�a, �� a-"'.
=r`OM 'nr
=`- - 'r CLUSHC]USE ,r l L s ' • — .=`ti ;:�'`: 1 '�.,.0 1 1.1
BRIUGE _ _ -^yC- _y •-= `_ � �• _.}�'�' • -'' � - .`'�y? `. - .r� Zs:: -�--�-Yr �.T`I rY.' _ � �W� �•
PRINCIPAL ti•" :' _ $QEi2 _-Y`,.•n:f .. w. t+^r. • . ]`_•s.� ' r . _ .�,' y..Z
lk
SPII"LVJA'/
PHASE IS
SITE ACCESS AND REVISED LIMITS �.. •••.�`�
TEMPORARY STOCKPILE OF DISTURBANCE
CONSTRUCTION MAT OF EXCAVATED MATERIAL A
ACCESSPATH
1 �J
HASF
'PEDES ETY `7-
`1rJ r FEN P 001
8 OF
I{�N }`, • 4 __ �_ - - �.�_. r ISYI 6FNCE. TYP
SCALE: 1" = 120'
120 so 0 120'
1-120` -
LEAD ENGINEER: T. SCHUELER �DATE: AUGUST 2019 � GRANDFATHER GOLF &
SUPPORTING ENGINEER: COUNTRY CLUB EROSION &SEDIMENT CONTROL HAZEN NO.: 32453-002
LANDSCAPE ARCHITECT: oMn S T E WA R T LINVILLE, NORTH CAROLINA PHASE 1 OF 2 STEWART NO: L19013
DESIGNED BY: J. MCSWAIN HHAZENANDSAWYER STEWART DRAWING NUMBER
4011 WESTCHASE BOULEVARD, SUITE 500 223 s. WEST STREET, SUITE 1100 LOCH DORNIE DREDGING &
DRAWN BY: J.MCSWAIN 75%DESIGN RALEIGH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 27603 E001
DO NOT USE FOR CONSTRUCTION LICENSE NO.:C-0361 LICENSE NO,: C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I'THEN DRAWING IS NOT TO FULL SCALE 1/2 I'
REV ISSUED FOR DATE BY CHECKED BY: T. SCHUELER 0

RI
wilir--------------
•---z ' OFFICE _
MAINTENANCE �•`•
- BUILDING
0,0
i
�L
J
-t• +Y� t .., ir'%�i �:�rr�'� '-:���•-aJ' iy I ji�il%�rr �'7il - -�
->_ �, �€-�_ r, r+ir rr yr: •`i r' y ��1==�-i�.ir'• .. "'I IF
ISE OF FLOCCULANT = �y ryl+rill �'';.
L r�•�Tr ., � •, t1t x11 ls1L ,�r�•y _ _ �' � I A. ..� rrsh•r `` ,l
10 LONGER PROPOSED
p$ _
RONMENTALREL ' CLFTQN r - il,y _ .•.- ,'.:• �•••� _ _ . _
FL Tr,. ti PARK f% 1 1 r r
TREA OCK) UI V•, S ; c� .7: y r�r ' I. 1 • .. �.. : ( a - J/ - . _ -
1 • r� l ' �' �' / 1, �� y�' •-LOCH OORNIE DRAWN DOWN
APROXIMATELY B FEET \ \ =
' ", �� �- "�P. ;-•� � •�: � - •� HAS f •,
PHASE IAI IC - •r rid -i '� i._ i
SIPHON I PUMP SYSTEM FOR �y- -���`"
TEMPORARILY DE WATERING ,r _ �� '= 1- NORMAL POOL '
LOCH DORNIE— -' �- - r,� �`��' .II CTVRBIDItt 8 ' 1• GRAVITY - �: ;1• k'Z • .. `r£ r�
r �— -- ELEVATION - 37t37.5 '� T'r" • f "• DIVERSION q1 ,}. _ ri��:•
TURBIDITY CURTAIN, TYP A. �f' �'r 7•��f,'- `•��'1 /� . :'ram '1 Ji• - 9 �.. �,\
�SIL7 FENCE TYA . -,-. f' PHASE. / I ffigE� $$*$/7t`$ - - . _•.( :{ lil'u'I
STAGING AREA Nt '. 2 _
.`]'.:: 'r, , ' ' �.PR. •,, ~:ice APPROXIMATE R r DNERSION /2 l TEMPORAR'! �. _ .+ ``•`b_.
WET
DRAWN DOWN / t .,�.:
--SCE#1 I �r 1 \ ELEVATION = 3779 5 l STOCKPILE �`%•.t }!�- - •`t '; r 1:
PHASE
i e }' g
' 't� •.;_;' .:. =� "^ _ '-�-- �1 "r.�' ' ./ ::� ;; �J � PHA�.E � �• ;.� .w+rE�warx
1 �; r91 ••r 1 I N^-. I - _ Yy I ; - -' k N'''' ��'"_ ._ - 2..� r f�` �• _ s �� .. r �1..
`f
FAIRWAY 18
t 5 jam^ = ` - _ -y�� (' , - , 1 k I F •y� DIVERSION# NO WORK PROPOSED
_ ` s �'' ` s.. • FOR "AREA 1"
_-'`''1FP. 1)el.. �-�`-•�� '� � .x � oo Oal �•-.f- oDl �.-� DOl � :�' ':f�v � £ �•� - 1..
e!��-- •Yrr S'--t,5r_ 1 - •.y :�• �„,:5�` >1 �Yy�
L_ ti
'�, - � � < <i` ` r �' :� .•t: .. ...mil, � - - � : f'f - - - - - � � 7-. .'r s,i�.: t. ..n. fra
PRI 1L
V.eI-- • - s � �\ SCE q2 ,;��: =1 �_ 1-�•.ti if ` ! 2
SPLLVVA1•H 1 • ti` w� Il''.
r ` _—• - ,` I REVISED LIMITS
J - OF DISTURBANCE
`� (I � Gf7A
QfVERSI
PHASE
E
r _ PEDEST AFETYolvEitSION 45 ,
- FEN
OUT I
� S OF pQ
PLAN �•r - ~ ' 1 I DISTURI TYP
SCALE: 1" = 120'
120 60 0 120'
1-1201 I ��- -
LEAD ENGINEER: T. SCHUELER+q� DATE: AUGUST 2019
GRANDFATHER GOLF &
SUPPORTING ENGINEER: COUNTRY CLUB EROSION & SEDIMENT CONTROL HAZEN NO: 32453-002
Hazen
LANDSCAPE ARCHITECT: - S T E WA RT LINVILLE, NORTH CAROLINA PHASE 2 OF 2 STEWARTNO: L19013
DESIGNED BY: J. MCSWAIN
HAZEN AND SAWYER STEWART DRAWING NUMBER:
4011 WESTCHASE BOULEVARD, SUITE 500 223 S. WEST STREET, SUITE 1100 LOCH DORNIE DREDGING&
�.HEW.
J.MCSWAIN 75%DESIGN RALEIGH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 27603 E�02
DO NOT USE FOR CONSTRUCTION LICENSE NO,: C-0381 LICENSE NO,C-1051 SITE ENHANCEMENTS IFTHISBAR DOES NOT MEASURE I'THENDRAWING ISNOTTOFULL SCALE 0 12' 1' C L
ISSUED FOR DATY: T. Sc

MATCH LINE - SEE DWG E101" ,'
a7 M1
m
I �'�1 jlli1tl j'I1llcl.'`'il}M1'1�'1ff
I 'I, 11,fi llll,ly, 1
I i,l , 1,'IIII j111I14�++1
iu 1
y ll;iil`
Ipii' i ijlpji
rrr'.r?' fll1lii}}f j i ,Y
f ;'l;e,777rrirrrf r.; ;l,';il 1
`
r 7,1 1l �ITp
t .
TOPETOP ELFV 3822 Sb
1 401.
1�
WE_ 3821� 1
a
1
S
j;
IIX TI' •�.'. . � ` II'S T
Ihl+ ' '• _ + r +
PEDESTRIAN SAFETY
F
FENCE. TYP
�• 1
%P E
TOP ELEV "s32t.39•il Yt {,'(•--Lotl 1,?'y 5,1 / SILT FENCE, TYP,
ssldll ' ;.8 PHASE2F + '
TOP ELEV -1608.32 •� T�1fj� . DIVERSIONN4
�' • f T0'+ `. I F LIMITS OF
1 PHASE 2 fj DISTURBANCE, TYP
! F ■ r GRAVITY DIVERSION M2 1 ! '
^ a ■ $ ��^ `,40 •. 1 CONSTRUCTION MAT +
'' �; A i •' r T ACCESS PATH. TW
FOR PROPOSED BRIDGE 5 WORK, +
'�✓+' as { Y SEE DWG B501-B504 '
•", '/ a r • ■f -_. _:. FOR PROAOGm SANRARy SEWER WORN, . 4
r 4
^-,. ■ a I-.. SEE DWG Ci00
' f� ' REVISED LIMITS
--� ' ' J OF DISTURBANCE
VIII
IMBRICATED ROCK WALL {apw! OESFDN IrgDRMArx,N + I : ■ �tY M _ _ .. T •_
�W(i C300 � i. ■ ■ . ,.�+i �' - _ _ • �pJ �5 � �l�rtU55
Ira a v•� ,',`'�� rbr,T•'' '-_--_'
OUILOI.'tiL; fl l ■ ` y�. _
.•� ;r:r, f r,r�; err 'Pe1.EV SApA:I
- , r
1 ,- "fti�r. .I f�ii,l� .r iamERRiaAtB
P T►EM Msµ
TOP ELEV: 3331.00 -1 .`r' ' �% -`r. .f,`•`�'f �'� �tr .
j �r rr' lr r+,J1'>(r+le• .' r i J "cb-
vi
T
� • � r I :��xl l ��r t ' I '
MATCH LINE - SEE OWG E103
`-- -, 3'`�i .�`, I'1�, ice-., • i .. r
�i
81,111 ORO H
ie■ �y\]TEE1B `,. y J Jrr
s K * t j i \�+'1 , `k, - A _ �r y.' • i - SSMH '
Y a a ■ , , `1„ `- �~ �' TOP ELEV: 36 11 33
r �nI MEN •' t�k t, 1 ••�,� ,f 'v _ 3� 0. DIP IN (S14j LE.: 3SOIL21
r' i a i �f ,fH[ll £ IN (5E11.F.: aS97.f10 ,
f �e r `• + 1 J 7✓7 i'R1Irt IN'£ I
J! sj•; �. .rr■ ♦ •.l r+ l ! E.: SBB7 37
t fABBL� DEPOSITION TO BE �N , • `= 1
ar■ �yAi(•,,;•t, I� /. 0- �RV53 C+VT {et/ IF:11.?d.--
��`+� ,7pa` �/• ■ a ■ 5 `�. REMOVED AND REUSED FOR-
• (o 9110
NEW ISLAND PROTECTION; �y
jr a r ■ �} u zt.:, FORESAY POOL TO BED ,+ r t� JJ
PHASE 14 O rl'' ale ■ .'` ,. } i, ' _ r
f a a a t, EXCAVATED
DIVER91QN Ir1 - +fi i.. • ' • "`
TEE 1E
,Ef,.Qw•5:�Y :±+ y Y Y.M11�..`•. • "J \ � ;, \ .+ � -- ,1 _' Ry II��` ram• �Y.-hY�
�r/ii �"'//i!� r: • *�+f ;,y.�tit J� J } , , �'�'`, .— r x __ t t ++,y '1r � .
��%/ •" - sky `8 _ ^;i ' _ -" I
ry�. 1�r• i�' ��� 'i� L._'•},'� ` �E;B`. ` 1;''�i`''4'^ :'`.y` 1�w�/ 'r +'7
_.FY F tie . �[�` � j ;A� � � t `� �� . � \;,-• �.�
suu-olNu c _ `j. sulLelr,G c
PLAN
SCALE: 1" = 30 �r _',' i,"! ' , •;H, ~ \\ _
W
W
to
NOTES:
1. THIS SHEET CONTAINS EROSION & SEDIMENT
CONTROL MEASURES FOR MULTIPLE PHASES OF
CONSTSRUCTION
2 SEE DWG E000 FOR SEQUENCE OF CONSTRUCTON
NOTES
3 SEE DWGS E001-EO02 FOR OVERALL PHASING PLANS
THAT INCLUDE PHASING FOR WATER HANDLING,
DREDGING, AND EARTHWORK
4 SEE DWGS E201-E203 FOR SEDIMENT & EROSION
CONTROL DETAILS.
4 �
3
S
5
30 15 0 37
1__30'
LEAD ENGINEER T. SCHUELER
75% DESIGN
DO NOT USE FOR CONSTRUCTION
10�
ja
Hazen
S T E WART
HAZEN AND SAWYER STEWART
4011 WESTCHASE BOULEVARD, SUITE 500 223& WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 27603
LICENSE NO.: C-0361 LICENSE NO.: C-1051
GRANDFATHER GOLF &
COUNTRY CLUB
LINVILLE, NORTH CAROLINA
EROSION & SEDIMENT CONTROL PLAN
AREA 2
DATE: AUGUST 2019
SUPPORTING ENGINEER:
HAZEN NO: 32453-002
LANDSCAPE ARCHITECT:
STEWART NO: L19013
DESIGNED BY: J. MCSWAIN
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
DRAWING NUMBER:
E102
DRAWN BY: S. KANE
IF THIS BAR DOES NOT MEASURE 1' THEN DRAWING IS NOT TO FULL SCALE 0 1l2' 1'
Imwm6m. —
CHECKED BY: T. SCHUELER
REV
ISSUED FOR
DATE
BY

�4 OFFICE --
BUILDING — — — — i — — ^,y 1 NOTES:
-MAINTENANCE_
1 PLAN 0SHO SURVEY DATA
OF GIS, LIDAR, AND
MAY �.tt `, _�t L• . , Imo._ __ $�o - • _
`y �: ti � � 1 !Is • � rr `•.r _;wt�� �} , � ! r ° : is
�, r� • � � �`-' "• �"�'->• '• I III .- L r-1- �� `-�.-
K��r
�� w_ • t���`❑ o u•v v I J/// r / /II tl ` ' I' / 1 IJ I ` 'rl -
��--���----^^�s`
CN
PARK \ \, rr1{r�t`�f{/ r�y�_� -4�J f.,r �! • - r ' -
r/ /� �, II♦7 '�1 rrfrrfrrifr rrJi''����-_\---, � �~t � 11 �r � �ti vt �' , � ��
1 1 � • �i 1 r V /rjrjr'!I r f /.� f rf rr•.•^i♦ ~♦; ,,ww• y ,` r �~L f -
1 tr rL 1 rJJrj/� ti /-
yl I /rj rj /J J�
♦ \ �JJr tJIJ / JJ J/J JJ t -
r�
EX PEDESTRIAN BRIDGE AND /
SANITARY PIPE CROSSING + .�
/ r C j � !�/ftrJ f. Jfrf J rff t� Dj �t. i1 �ti • \.
kv
1 r_�1 r rrr ij/�J Jr r rrf {{ tl LOD t r 1 I I F t t
rn, ttrrl;f r �, J ftttr
LOCH DORNIE
NORMAL POOL EX PEDESTRIAN
/ r/ !.•I I r w BRIDGE, TIP ` �y��- - �- - `. w w rr • �•'` `•�
�Ic� JJ ELEVATION=3787.5 `t�1 ��
` ( J J J r I r w EX ISLAND
/ J J �� l"
/J r. J I I 1 l.: r r .. DRIVE BRIDGE '
� 81` +Jg�♦ '�� ,\
Ire' rf rfi 10
rh�y�
II t +Op
w � 1 I �\ ♦�,++t r r� � IXl8
EX EDGE
I � � •1 LA1�, TYP
' i 1 _
{III - �rf j {1 t�4ii; � 1 OF WATER
i 11�! g' / � � -,_ _ '°. .` jY': � l,t ''•, �
j
� J jr � 1•.r*�..�-" • ',�. •� �,-� - I {''1 �
rtti I{ � I I1 + ,; � r� yr- n � �� --'� 1` � r 'Is �f1 __'�1 � . ° � � �,7 �..;�,,.r �'i l�f:� � • � J - tiati �I j rt,��; �_ � -,
S
JJ g
/
r � - � ao� � FAIRWAY 18
too
_.
eoeLOD
1 ��� ♦' J j i �. `y r - t!~s i{ilil ltf f �t1\�\ S� ti IJN ram' _ y tsfo ~ i'ao� top �� im �— Lao �� w� �^�ti °ci`� �� r� 4•
r r� r.• ^. \nt -'�' J ♦ 1i1511A' tyt\ti111�\ ww U .l y. oT. :1=no1,� oar f I' k
°� ��:.� � :�::� NO WORK PROPOSED
,`��r,. FOR "AREA V
BIRIDQE• v�:� �71 ~I'��� �� ti' \ _�- CLUB HOUSEY�_..�J i%� �� ��+ /
pp)''
PRINCIPAL ti- `^-~-��
SPILLWAYMP11
REVISED LIMITS ' f
N _ _ _ - OF DISTURBANCE00
1j•,� °d� ;
Sb,L tan �`
EXCOBBLEDEP?SITl N
EX PEDESTRIW BRIDGE AND FAIR 17 00 - '-
~' SANITARY PIPE CROSSING !� 7
46.
Loo
PLAN
SCALE: 1" = 120' 12o so 0 120'
r = 120' , a­�
LEAD ENGINEER: T. SCHUELER DATE: AUGUST 2019
SUPPORTING ENGINEER: _ GRANDFATHER GOLF &
COUNTRY CLUB HAZENNO! 32453-002
LANDSCAPE ARCHITECT: Hazen LINVILLE, NORTH CAROLINA EXISTING CONDITIONS &DEMO PLAN
5 T � WA R T OVERALL sTEwaxTNo: L19013
DESIGNED BY: J. MCSWAIN DRAWINGNUMBER:
HAZEN AND SAWYER STEWART
4011 WESTCHASE BOULEVARD. SUITE 500 223SWEST STREET, SUITE 1100 LOCH DORNIE DREDGING & �� 00
DRAWN BY: S. KANE 75% DESIGN RALEIGH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 276031'
DO NOT USE FOR CONSTRUCTION LICE LICENSENO.:C1051 SITE ENHANCEMENTS IFTHISBARDOESNOTMEASUREI•THENDRAWINGMNOTTOFULLSCALE
REV ISSUED FOR DATE BY CHECKED BY: T. SCHUELER —

i
SEE INSET I �� ' // /r, • 111i1� �,• +ti_-'�:
' r• "•, • ��! II j iltillrllfjly�` J _ '' ' '`I ,�1(. +I.� afj•+ls IIiT 1 r 1111'S�'�yj� f' -�
Ay ' ' ,`.►�''w: �g$ +
NOTE: SURVEY FOR ` %+ 'r ` `C
�f
THIS AREA PENDING'1/i'r
lwo
, r , r Ili, {!i 1•:;. l'r�+ ' r_y1
'iINil`ll`4r�l'�' 1' • ',
r 1 1 I+ I III �II �r•1'
' � li til���'11�1aa,.�sili''l��^JIB\li��'• r:rti� �,' ��`
I i1lt �,l ►ffist 1<' •��y ••-•_ •' -' �'I
{ 111,5 11f`tia 41--� 1 II'I.. 1lll n
/J/ff/fj♦ ' 1' '
11a
'j;'I,i:
r•i'' ;I lr iiii�`ii�'i,! asl:\^ allf `,
1 ll 1`r
S:•'rl;,�•''' �+ d; i15 DEMO FENCE
— —f / � �� /����� •,,_ .s`" thy' ,f.� � -
-_-
LEAD ENGINEER:
SUPPORTING ENGINEER:
LANDSCAPE ARCHITECT:
DESIGNED BY:
DRAWN BY:
REV ISSUED FOR DATE BY CHECKED BY:
I f 1y1f11
! ri jllI�l
T.SCHUELER
FAIRWAY 11
x f
.tisrti..::l �. .l �
u,i 5� '
1
i I
�-
r '11 ,1.i
' 1 L
—--�. ��—�'-- PLANT
• , l . r .. SCALE: 1"= 30'
J. MCSWAIN
S. KANE 75% DESIGN
T. SCHUELER DO NOT USE FOR CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO,: C-0301
NOTES:
, NO WORK
PROPOSED
\\ FOR "AREA 1"
l
' x �
3 A
r�
I g
�S 1
MATCH LINE - SEE DWG C102 — — —
{ � 1-30 _
~
GRANDFATHER GOLF &
DATE: AUGUST 2019
COUNTRY CLUB
HAZEN NO: 32453-002
S T E WA RT
LINVILLE, NORTH CAROLINA
STEWARTNO.: L19013
LOCH DORNIE DREDGING &
DRAWING NUMBER:
STEW223 S. WEST STREET, SUITE 1100
HCAR-1051 2iO3
RA-EIG LICENSE
LICENSE NO.: C-1051
SITE ENHANCEMENTS
C 101
EXISTING CONDITIONS &DEMO PLAN
AREA 1
0 112' 1'
IF THIS BAR DOES NOT MEASURE I'THEN DRAWING IS NOT TO FULL SCALE ICI

MATCH LINE - SEE DWG C101.
I
a
ti'1,,1 r Ix
'MV.
:- ` 1
SSMH � •••- �'��'t`1. r i ,,��yy �rf^.�� � _. -- --
TOP ELEV: 3822.56 J ! 1r1'-i ' �"'1.; 1 F ]k •I I'
`FAIR WAY 17
�II11
�Uirirl1'f�;'!'DEMO PEDESTRWN BRIDGE AND
SANITARY PIPE CROSSING
a%,c.,:3524.1 h,il Irl I, ;• i SEE DWG C400 FOR NEW SANITARY DESIGN '
r SEE DWG 13501-135.D4 FOR NEW BRIDGE DESIGN S
t
hl4y
SSMH
TOP ELEV: 3621 39 ' t t SSMH + , k
TOP ELEV: 3808 32 ' Ils'T' t
r
DEMO LANDSCAPE
•r! ��. �ji��l,'r �;�°'•'TIMBE RS AND
��; `!I FENCING
1' � 11 1' 11�11rilfl,M1 ..��
lii1
r F 71 rr, 1 .t'I''.. , OR-
vr!
'r�r S' r'r rrrr �11! „ ,
rrrtrr
I � it r'�' • ail r! r rlf 1 r r � , �'� `� `��
rl ri rrfr'/r'+' r.rrrr,: r`�'•- -.�-
_' l,rl1_i.. rLIMITS "TING DRY STACK ROCILWAL7
- r r. �',rrllrii� El�7^SMk.Br
y�Y__ti'`/•. �' r. f, jfr f/%
r _ f ' l� rif+rr rrrr, i r
�' `I +'•::\ �:-. rrr +rrr .r r
sail r jlr r 11_ Y fg .r
' 1 r till l' it, 1. e 1 e"ti `�' % r f'r Lit 71Lt;4NG 14
1 � �
Ssrd.H: s;[:�.. .y.ry�r . _.. @r'Y.- -,�"° :r�},'r'Y.r'• _ _
:rrr \ [+
TOP ELEV: 3831 DO -
••� r``l r �' f r lily r".' 1 f r' .' �' NAY,
1 r:,i, '• rrr'+ �tiS N• "'�-.•
i IN MATCH
-- -- LINE
SEE QWG
-x.
SSMH $
' ,'! ' �'y• ` , 1 i .I• TOP EL 3810.40 111
f S • �'• �• l ��1--_8"TRUSSIN(SE)IE 380598
•{ J��" L tPt' i ', 8' TRUSS IN (NW) I L
REVISED LIMITS
OF DISTURBANCE
r ss
om r 1 f rIts
e�
41,111 'kU It _
tirEE,a�
r
rir 3
>a- ti . r r ■ A&4H t
Y rr i S A`WP.IN ($Y+J i.E.: 3dAS21
1 1,�? �•,� `, I `-•L_tin- r � , � t i\ : 71IIp61N IC£} I.E: 3051m
I �. I � •'d.��' ,•.'i'' 1 i i.l "V Tel LiS31N IN_F. I E.' MIt:tY
`:�•Z � J�r r r' � .`.�µ�+ e JJ 1 �I i a rs' r�=lFsi [rll� iNtY�1.E. Si+O>f.7a • ` ,'�
3t'��
r GI _,r:. L `; � x�, '. x 1 i �•�� �y it t'.Il1l'lir'•-
COBBLE ,'ti'. `;,`�+,'ti ,' TEE 70 Q)) 1 Y t'I 1 ,•5 '�_� C:r r '!1`thi
DEPOSIT ION
- ��/ r 1 } r• �����Y r� _ ��v ` rg:i `�i'��. y,M1� r!'' .'-J �' lr �. t ip�, i s
4��
�+e•• i!ri r �J r ' 1 jl tr.. S ' :'�• ti se i� �IIEE
•�, 'j r ''� r' •"F�)'` ,y.Q1
Rd
f` 3 7
BUILWdc CF I � +-. BUILDING 'S ,'y, `a `�, `. ` �`� • lr .
f1} `.`� 5�I , `• \�•` Raj i e � Li
t
PLAN l - Vie. l 1, .'.�:, ' � v a
SCALE: 1" = 30' N
I
4
3
6 ,
6 I
7
30 16 0 30'
1'=3a
LEAD ENGINEER: T. SCHUELER
75% DESIGN
DO NOT USE FOR CONSTRUCTION
I; +
ga�
HazT S T E WA R T
HAZENANDSAWYER STEWART
4011 WESTCHASE BOULEVARD, SUFFE500 223S WEST STREET, 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
EXISTING CONDITIONS & DEMO PLAN
AREA 2
DATE: AUGUST 2019
SUPPORTING ENGINEER: -
HAZEN NO.: 32453-002
LANDSCAPE ARCHITECT:
STEWART NO: L19013
DESIGNED BY: J. MCSWAIN
LOCH DORNIE DREDGING &
SITE ENHANCEMENTS
DRAWING NUMBER:
O
DRAWN av: S. KANE
IFTHIS BAR GOES NOT MEASURE I'THEN DRAWING IS NOT TO FULL SCALE. 0 tr;' I"
CHECKED BY: T. SCHUELER
REV
ISSUED FOR
DATE
BY

N— �-
L_
• �' -� a,nr �/ `} ,� �1 L Tyr �,-
�- ; e•-. rr � 1' � ` i f� . ; rr rr J 1� r/ r }llll+l , I 'f % � -- � _ -
�o��•��, r } q f f
wa � 1 ¢ �� r• � --_--- i 1 i L f
Aft
� l 1 f ,% .\. i C-1 " - " , 1 t � ; 'Y^ � � �f�Jf � G �%f / �� 7 - 11. • }r__ _ 1
` / "'� '� I \, ��Q� ,, ♦ � r//�%i / �� �%Jf 12 1 1y �l� t / _
PARK-
r f �l~� ,(1 .- JJJ/t/%f/f/%f / ij/ F•'�t � � ~T ~ �t ... � }J �n •
% 7 rI
SHORE r _
1
LOCH DORNIE
■ - - �p DREDGE ~ �•_
r� U r rf fr f !, / / r / `■ �'If . �rW IIAWND
SDRIVE
!r l j f i Wt Jrirrffrr r r ff ff
I / / rf f }} / r
/ r t J frr 'rf r f'�! f jar 4'l /r `
J/
\. PEDESTRIAN} f ... - ♦ �' / -
/ l
/rJ!/f /�frfr(^ r rPATH
' � �rrff�/ir r rf��j �/" f 1 ■ � IN
�! rrrf ft ff f/,, r �//ttf �, `• 4°.• r�
� r � LOCH DORNIE
NOTES:
1 PLANS SHOW COMBINATION OF GIS, LIDAR , AND
MAY 10, 2019 SURVEY DATA
f / f/f / f r l f l� ♦ •. O i _ h �i~; ti. i DRIVE BRIDGE
I' rf / f rf +frr /Jrr , .
NORMAL POOL
7�1t.rrrf frif fr /rtrr r�� 7 ELEVATION=3787.5ff
:: •'i _o. �_-' ..�•_r. ���- t = .� \.
REMOVE ~` _
t .
,� c ; � •,
r J
� „i f��� Imo• ;rfj f �'�` �j •~ / v `� / �4�1 .1 y1�. � r ky�r l �r� y- � I }�� �.
/N
LQ0
_ '�,i I j \ \ 1r �`■ r. r EX EDGE
OFWATER CLUBHOUSE I EVENT LAWN— - _SAGLLtfSWID + `• 'I ~ } � a i
`{ t" , � �s } 7 fQi ��� ■� f ■ •� , 11 � J � f r� .. � � F 11� ,♦� -��
L �.''I+li �� �I fr/r / /frrr r 1 `�_• � _ter. �.-f.(y�
' J• �f 1'� '�ti 7•
�t ._��: /�'r _ / r...x ��� _� � ,.: .► ram■ .4 I "�fj r 1
� J` r� . r/ � � r� a l / r-. •�,:-w Sulu. .. 1 f
�'.. v11� r r•iluclrlG �ti o
j .�. FAIRWAY18 Iv+
ti
4to- r . •°° vw r°° `� eon
1 111�11 �� ti�ti 14 up oo L� Cw " wa 1A"
5� iif .• ,.. _ �t� •��C-\ llllllr{� r� �;tik ��t� t ail (�'.. _ .�y�:- _ �:�:.r�: 'i
WO ._... .......
r I = _•r ' ♦ `;�i.w �; NO WORK PROPOSED
BRIDGE - CLUB HOUSE •—�.,�f����y��._ ti _ _�i `�. ,�.1 �... ` ' "S`. 1S '•.�.�,�i ,. FOR "AREA 1��
PRILLWAY WEIR
NCIPAL 1 ♦ r��'�-^ r— -» _.. C + ys
SPI
LOCH DORNIE
POINT ♦ \ - �� + FAIRWAYISFILL COBBLEDEPOSITIONEMOVEDANDREUSEDTOFE REVISED LIMITS ~
\ R�7 ` ■
. REMOVE ISLAND ISL4hDPROTECTION;F0F OF DISTURBANCE
POOL TO BE EXCAVATED
9! \ FAI Y 17
f rT
1 PLAN �r � -• ! ! � _� I 1 �. D�nti'1!
SCALE: 1" = 120'
t
1 ` '' '
1zo 6C
R 12p'
1' = 120'
LEAD ENGINEER:
T. SCHUELER
GRANDFATHER GOLF &
DATE:
AUGUST 2019
SUPPORTING ENGINEER:
COUNTRYCLUB
Hazen
GRADING & DREDGING PLAN
HAZEN NO-:
32453-002
LANDSCAPE ARCHITECT:
-
S T E WA R T
LINVILLE, NORTH CAROLINA
OVERALL
STEWARTNO:
L19013
DESIGNED BY:
J. MCSWAIN
HAZEN AND SAWYER
4011 WESTCHASEBOULEVARD, SUITE 500
STEWART
223S WEST STREET, SUITE1100
LOCH DORNIE DREDGING &
DRAWING NUMBER:
DRAWN BY:
S.KANE 75%DESIGN
RALEIGHNO,RTHCAROLINA27607
RALEIGH, NORTH CAROLINA 27603
ISSUED FOR DATE BY CHECKED BY:
DO NOT USE FOR CONSTRUCTION
T. SCHUELER
LICENSE NO:C-0381
LICENSE NO:C-1051
SITE ENHANCEMENTS
IFTH--DOES NOTMEASUREI"THEN DRAWING ISNOTT0FULL SCALE
0
L
C2��

ry
r+S�I`s`, S• `�� •�;l _^1�•,.s 11 [IC+f l
MATCH LINE - SEE DWG C201 I; I •.r
a i i
t ,
1
�1P"•1•,
.11+14 N
111„'1.11
i ai rrr
z liiil
lt' �s.It
, 1
I }, �5
` �it11v1
i IY,`,1�Yeti 1 111 �1fn''If
'jI
•Y ylir y l f'y,'y �l ,1, y ,,
I •�rl lyl� y,l{�,y Ilf
II i, �Iil 1 'I; �111'Ijlifl j+r
r!��'•k�r�r- ��'lillIif1��i��
V 1111 1 1'
i 11'1 11l11i1 I
11
I;r'
r• Y
rp.
rrr Ir i-�•iil �r i f '
r�J% �r'`•r � , � i rr+r Ir ;rlr r'{' .�:-% + � � . % - , . ' Jrr,•ri' 11 l l l � 1.
/ an rrr,I , ••r]•ii '�,7q__PgqFJ.PV' 3906,21
SSIAH
TOP ELEV: 3622 SE
* t_ 3824 1
LINVILLE RIVER
III
r�
��L' '. ,Is r'•a
Lf � it i � ' •�
TOP ELEV: 3821 39 � e'„; •..
i i4t' i'."1ri 1
SSV.H
TOP ELEV. 38D8 32
r 1 ,
��J�• r �rl�Ifi Ir;•I.'�
IMBRfGLTE(f ROCK
DWG C700. • '�
r Ul,1L lmK Ii
i kI`-»�=-_ -•^I'ii.:"' lr--'jr rf�r i �__. �' ,I,;,•
I
r Irjj1 r 141^��
' i;Jrll� ,Ir r
'� �•rr��r+'+f r!'r'• j e'r
`r
SSVH
TOP FLLV: 3831.00
•��`% rrr �•7 �;;��yi`�r"
�+. i 1 � �' ,M1 yi. � • , rrr llr
1
Aa
MATCH LINE - SEE DWG. C203
r _ .
•r'•!� � r, •rrr ,r rrr i - ri"7 � �� it r.
�Yr iipii`ir r�rrr r °ss
±rr
1y �� rrr BLIII.IHNCi H {
= , I
-� - : 4 r
O i
F/.IRWNY 17
I
1 L..y•
' r r 4r, r'
�'Sr •'y s,+' r 1 ' I
�r. SIT r , r rr / • ''
_ ,,s,l• •;rrr- $ ; Loq 11_ � i 8
FOR PROPOSED BRIDGES WORK, 1
SEE DWG 121501-BW
8
'co FOR PRorosEo sM1fJ1TAR5'SEWETt WQRy(, �6
r!'%' . ; f .• PLAN;
i
$.a.+r I rr i . •�r rr.rf:r„'.''� �:..,' .� SCALE: 1" = 30'
LEAD ENGINEER: T. SCHUELER
SUPPORTING ENGINEER:
LANDSCAPE ARCHITECT:
DESIGNED BY: J. MCSWAIN
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
REV
ISSUED FOR
DATE
DY
75% DESIGN
DO NOT USE FOR CONSTRUCTION
Haze..
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO: C-0381
•, � •, sEE I]V+G caao
REVISED LIMITS
OF DISTURBANCE
YL TEE1a�II ,` J{rI
1
`,5 `�'• �i-�-.,. , ` ^a i r' y � }� 11-DIP 1N;fi1V] I E.: 36L15-24
r E_7S>88 DO �}
r , IJ 'Ir 7R IJ1SSIN INE}1, ;36pY St ,
COBBLE DEPOSITION TO BE 7R1,$'� 017T E; I
RE1.IOVEDANO REUSED FOR , J
NEW ISLAND PROTECTION; , ,; i a •,a S` ! f� + `I�
FOREaAY POOL TO Be ' - r ••1 �� If +'r~ 1 /� f'+' rr , T r
EXCAVATED
1B `,, �•. • I`_L_+; "-r•+ r.fl+ r'. �. 1
r
C� LOCH DORmECHANNELB � I • i • r,l `\ _ +
. .;£ASTANOWESTj
,N
BUILDINGC .�,• �•li r�
W
I '
GRANDFATHER GOLF &
COUNTRY CLUB
S T E WA R T
LINVILLE, NORTH CAROLINA
LOCH DORNIE DREDGING &
STEWART
223 S. WEST STREET, SURE 1100
RALEIGH, NORTH CAROLINA 27603
LICENSE NO: C-1051
SITE ENHANCEMENTS
NOTES:
1. CONTRACTOR TO AVOID ALL EXISTING STRUCTURES
INCLUDING DOCKS AND DECKING.
\�\2 SEE DWGS E002-E2D3 FOR DETAILS AND PHASING FOR
WATER HANDLING, DREDGING, AND EARTHWORK
GRADING & DREDGING PLAN
AREA 2
30 is 0 30'
1' = 30'
0 1/2" 1"
IF THIS BAR DOES NOT MEASURE 1"THEN DRAWING IS NOT TO FULL SCALE. ?01 �
DATE: AUGUST 2019
HAZEN NO: 32453-002
STEWART NO: L19013
DRAWING NUMBER:
C202

ISSUED FOR
CLIFTON ti
PARK
NOTES,
1. ALL PROFILES FACINGb&#fflnW-W
............ . .....
LOD
N<7
N
LARGE 0
SMALL
W
Qc
001 S FAIRWAY 18
t 00 4V
tt CW -7-� ll� A
RE, Cfb
z--- 00, --r= OD, NO WORK PROPOSED
FOR "AREA I
REVISED LIMITS
OF DISTURBANCE
411b
FAIRWAY 17
LOG
- 900
PLAN 12o so 1 0 120'
SCALE: 1"= 120' 1 = 1zai--1
LEAD ENGINEER: T. SCHUELER GRANDFATHER GOLF & DATE: AUGUST 201;
SUPPORTING ENGINEER:
COUNTRY CLUB GRADING & DREDGING PROFILES HAZEN NO 32453-002
LANDSCAPE ARCHITECT' Hazen LINVILLE, NORTH CAROLINA OVERALL
STEWART STEWART NO: L19013
DESIGNED BY: J. MCSWAIN
E HAZEN AND SAWYER STEWART DRAWING NUMBER-
4011 WETHASE BOULEVARD, SUITE 500 223 S WEST STREET, SUITE 1100 LOCH DORNIE DREDGING &
DRAWN BY: S KANE 75% DESIGN RALCIGCH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 27603
CHECKEDBY: DO NOT USE FOR CONSTRUCTION LICENSE NO: C-0381 LICENSE NO: C-1051 SITE ENHANCEMENTS 11 TAS BAR DOES N.T VEArlIl. 1--EN.RAW.NG I..OTTOFULL SCALE 0 1-- C220
T SCHUELER mms-.�
LOCH DORNIE
NORMAL POOL
ELEVATION = 3787.5
9
CLUB HOUSE
y.

EI
NOTES:
1. ALL PROFILES FACING DOWN SIR EMI
3840
3835
3830
3825
3820
3815
0+00 0+50
STA 0+79 NO—W
R K
3845 FAILEFT 3645 3845 LEFT RIGHT 3845 LEFT RIO?1T 3 5
RWAY 17 7-CLF](BiEIF�']�iARF'ji ,LCLLf$l'ERlA�{i JCLUSIEft
LIMITS. TYP _ -
_ I
EX
3840 - 3840 3840 3840 3840 - —
OSED
Pa'.
3835 FENCE GRADE 3835 3835 3835 3835 RAREA
..HFfHHCE�� _ PRDIP_-.1
APPRovLD Tom' _ - - - E,
Typ
000
_E 11 Wsm Am
_ FENCE, iYP PROPGRADE Gig`
3830 - 3830 3830 y+.. 3030 3630 FE9CE E 3830
1' _ j'
ELEV: 3828.00 ti: - EX - — -- f
4 IF 111 _ _ .
V73848D0 7,L, - _ - - iiliAC}E� _ _ N` F;LL. T� E PROP.[3RADE . —
3825- I— - - - 3825 3825 - J 3825 3825 + 3825
E I i ELEv%h 79.A
J 700.YR ELEV:39ZfL6 f ..~y {I ' _ . IRWFL E", - _iRiAfi1
U14,57-
3820 -- _ -- _ o _ TLaYREL6v 361e2 3820 3820 - — ELEV U4 631 3820
6 �3820 3820 } - - u 100 YR ELEV: 3B1fi 9
VTHICK IMBRFCATED . _E4EV: 3916.91 - &15EFLdJ1 .. . i ..I
ELEV.3816.Ta - ELEV:
ROCK WAIL: SEE ROCK � lac".
S12INGCHARTDWG` 00 —'• — Ir -
FDA BOULDER SIZE
ET.EV:3ETi
3815 — 3815 3815 - 1ao1 - — 3815 3815 - - T 3815
IMBRICATED - --B148EFLOW
WALL: SEE ._ .. _IEL-
7
- - - HART
DWG C300 FORY11
- - '
E118EFL0-
7THICK BOULDER SIZE—
3810 2•4•sroNE - 3810 3810 — 2IHK;K 3810 3810 d THICK IMBRICATED-. 3810
3'
>X.EV�3B1�'92 1'SiOHE ROCK WALL; SEE
I I
2'THICK ROCK 82ING CHART _ _ _ ff DWG C300 FOR
C8.T7 3:{'STONE I ELEV: 980E,19-e, _ _ I` SOUL OERSO ' --
- - B'THICKIMBRICAJE!} j -- -
3805 I - 3805 3805 OCKC WALLL;;�NART` - - - & i4tCx lmdFkATE3805 3805 38
a B. 4'THocse IMBR GAr> D
OW8 C300 FOR RDC1[WALL: SEE
BOUL08R SIZE ELEV: 3803.M ROCK SIZBPD C144RT - ROCK WALL; SEE
OWG C300 FOR _ _ _ ROCK SIZING CHART
SQULDER$FTE _ ! DWGC300FCR
3800 - I 3800 3800 3800 3800 EIS �D1�1 UMDERSLU 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
HOR1 E: 1" = 20'
PROFILE
_ m so 20'
H:1"=20' -V: 1"=5'
s o
VERTICAL SCALE: 1' = 5'
LEAD ENGINEER: T. SCHUELER DATE: AUGUST 2019
GRANDFATHER GOLF&
SUPPORTING ENGINEER: - Hmen
■•-_ COUNTRY CLUB
LANDSCAPE ARCHITECT- - LINVILLE, NORTH CAROLINA GRADING &DREDGING PROFILES HAZENNo.: 32453-002
T T C A7p (J-CLUSTER BANK STABILIZATION) STEWARTNO.: L19013
RT
DESIGNED BY: J. MCSWAIN HAZEN AND SAWYER 1 CSTYEWAARTTT DRAWING NUMBER:
4011 WESTCHASE BOULEVARD, SURE 500 223 S. WEST STREET, SUITE 1100 LOCH DORNIE DREDGING& ����
DRAWN BY: S. KANE 75% DESIGN RALEIGH, NORTH CAROLINA 27607 RALEIGH, NORTH CAROLINA 27603i-
DONOTUSEFORCONSTRUCTION LICENSE NO.: C-0381 LICENSE NO.: C-1051 SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE V THEN DRAWING IS NOTTO FULL SCALE
REV ISSUED FOR DATE BV CHECKED BY: T. SCHUELER
3840
3835
3830
3825
3820
UEFT RIGHT
FAIRWAY 17 FAIRWAY 17 i r
IRIVNA
EX — —
GRADE —
�� PRE E
IRW 112
f
1
— EX —
_ _ Z7� B'AIPSAM
PIPE
PROTECTEON'
SEE DETAIL _
DWG C301 — �-

R
2
SECTION A -A
—FLOW
TOP
Z
VAI10N �FIL TER CLOTH
o.zs ,
DI 1 NO GRADE
-
6
CONTROL SILL
BOTf STREAM
ELEVAIIOH + MAITERIAL PROPOSED
•-
FLOW`
a
37Rf4M
CL
L
Y
- x SLOPE SIDE
I
Df x
PLAN VIEW
J
SECTION B ALONG SILL
NOTES:
1. FOR ROCK SIZE, SEE ROCK SIZING
2. STONES SHALL BE OVERLAIN IN TM WNSTAEAM DIRECTION AT A 6 TO 1
SLOPE (9.5 DEGREES)
3. FILTER CLOTH SHALL BE PIA THE UPSTREAM FACE OF THE SILL. STREAM
BED MAT ERIAL(SBM] LACED AS NECESSARY BETWEEN THE CLOTH
AND THE PLACED STONES SBM SHALL BE USED TO FILL ALL VOIDS.
GRADE CONTROL SILL (GCS) DETAIL
NTS
GRADE CONTROL SILL (GCS) SCHEDULE
X OFFSET
YOFFSET
RUCTURE
STAAPEX
FROMCL
STAAPEX
FROMCL
L
of
ELEV
ELEV
AREA ID
(LOC=X)
(FT)
(LOG=Y)
(FT)
(FT)
(FT)
X
Y
NOTES
J-CLUST GCS1
3+07
50
2+72
430
60
6
3814.0
381&0
J-C GCS2
3+65
20
3+50
42.0
50
6
38100
30120
J• ER
GCS3
4+28
60
4+14
38.0
50
6
3808.0
3810.0
USTER
GCS4
4+87
1 10.0
4+85
1 200
30
6
38060
1 3800.0
SEE PLAN FOR DETAILS
ON SEEDING, EROSION CONTROL
PLACEMENT PLANTING, AND SLOPE
LEADING AND TAILING
ENDS OF WALL TAPERED
15"-30" AND BURIED INTO BANK
2 ROCK LENGTHS (MIN)
BANKFULL FLOW ELEVATION -----
BASE FLOW ELEVATION
STREAM CHANNEL INVERT -+
UPSTREAM STA
APPROVED FILL BROUGHT UP IN
12' LIFTS COMPACTED TO 95%
'LOCH' SIDE 'ISLAND" SIDE
7G 10' I D'
ED FILL
0 961% I
5' UNDERCUT
AS NEEDED
�'-:1Yti�.-\`z _i� \`
�jj
ISLAND PERIMETER TYPICAL SECTION
STEP 1
"LOCH' SIDE
THICK LAYER OF FIELD
HARVESTED COBBLE
NORMAL POOL
ELEVATION
x'
APPROVED FILL 3D GEOMAT
ISLAND PERIMETER BERM PB DETAIL
NTS
FINAL "CAP' GRADING PER SITE PLANS
COMPACTED TO 95%
'ISLAND' SIDE — APPROX. T DRY
MATERIAL
COMPACTED TO 90%
_ PLACE 2'-3`
WET MATERIAL
ISLAND PERIMETER TYPICAL SECTION
STEP 2
NOTES:
1. GEOTECHNICAL CONSULTANT TO BE ONSITE
DURING CONSTRUCTION TO DETERMINE DEPTH
NEEDED FOR UNDERCUT
2 3D GEOMAT TO BE ENKAMAT (OR APPOVED
EQUIVALENT); SEE 3D GEOMAT DETAIL FOR
INSTALLATION INSTRUCTIONS
ROCK SIZING CHART- LINVILLE RIVER I LOCH DORNIE
TYPE OF REVETMENT
SUBCOMPONENT
PURPOSE
MATERIAL
MINAXIS
(INCHES)
NCDOT CLASS
NOTES
DETAIL
REFERENCE
GRADING TOLERANCE
PROTECTION
WALL STONE (IRW#2 AND
BANK
IMBRICATED ROCK
3)
PROTECTION
RIP RAP
24
CLASS 2+
FLAT, STACKABLE
WALL(IRW)
STREAM DETAILS
DWG D
1.9 HOR q2'+!-VERT
SUPPORT AND
SUPPORT STONE
DRAINAGE
STONE
3
#4 STONE
RAILROAD BALLAST
FOOTER STONE
GRADE CONTROL
RIP RAP
46
CLASS 2+
FLAT, STACKABLE
GRADE CONTROL SILL
CONTROL
DWG D-200
HARVESTED COBBLES
ISLAND PROTECTION
BANK PROTECTION
SMALLCOBBBOULDNERLES AD S
4
CLASS A
4 TO 12 INCH ACCEPTABLE
NA
NA
IMBRICATED ROCK WALL (IRW) SCHEDULE •'
STRUCTURE#
UPSTREAM
STA
UPSTREAM
OFFSET AT
FOOTERTOE•
(FTj
TOP ELEV
(UPSTREAM)
BOTTOM ELEV*
(UPSTREAM)
DOWNSTREAM
STA
DOWNSTREAM
OFFSET AT
FOOTERTOE'
(FT)
TOP ELEV
(DOWNSTREAM)
BOTTOM ELEV•
(DOWNSTREAM)
LENGTH
BOTTOM
WALL•
[FT)
LENGTH TOP
WALL-
(FT)
WALLSLOPE
(H:V)
FOOT
WIDTHDTH
(FT)
FOOT
DEPTH
of
(FT)
NOTES
IRW-2
INFO)
ALL SLOPE MAY VARY (BE
PLACED LESS STEEP THAN
OES]GH BUT STILL WITHIN
IRW-2
FOOTPRINT); WALL TO BE
LAIN ON 2-FOOT-THICK
INFO)
LAYER OF34'STONE
IRW-3 B+OB 14.0 3B07-0 3790.0 8+72
170
3803.0
378TO
B0.0
6S0
q5 T01
80
SO
:.OFFSET, ELEVATION AND LENGTH MEASURED AT TOE OF FOOTER STONE (SEE TYPICAL SECTION)
"SEE ROCK SIZING CHART FOR STONE SIZE
STREAM BANK
FILL GAPS BETWEEN STONES
AS NEEDED TO TRANSITION INTO
SLOPE ABOVE
CHANNELCL
PROPOSED TOP OF SLOPE
(SEE PLANS)
STREAM FLOW
DOWNSTREAM STA
FO—R. STONES PLACED BELOW STREAM INVERT COIR COVER AT
5EE D VALUE IN TABLE PROTECTED BACKFILL
r UNLESS NOTED
{SET STONES PERPENDICULAR TO FLOW) OTHERWISE
ISOMETRIC VIEW
LEAD ENGINEER: T. SCHUELER
SUPPORTING ENGINEER:
LANDSCAPE ARCHITECT:
DESIGNED BY: J. MCSWAIN
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
REV
ISSUED FOR
DATE
BY
75% DESIGN
DO NOT USE FOR CONSTRUCTION
TIE IN EROSION CONTROL MATTING
(PER COIR FIBER MATTING DETAIL)
UNLESS NOTED OTHERWISE
- BOULDER
FOOTER (STACKED IMBRICATED)
ROCK/BOULDER PER TABLE (BI 215)
COMPOST AND TOPSOIL (6" MIN) -- f
(TY?)
_
•
STREAMCHANNEL
APPROVED FILL --•- -
INVERT AT
STREAMBANK
�(
OVERLAP EROSION CONTROL MATTING
+
2 FQ
12" BEHIND FILTER FABRIC
�i
fig. Nas
�'y�'V Oic�
#57 STONE BEDDING SUPPORT
MIN THICK)
(12" OVER FILTER FABRIC
(BI 716)
J
PROPOSED COMPACTED
BOTTOM ELEV FOOTER ROCK/BOULDER PLACED
FILL AND COIR MAT AT
BELOW STREAM INVERT (SET ROCK(BOULDER
TERMINAL ENDS TO
MATCH EXISTING SLOPE
PERPENDICULAR TO FLOW), SEED VALUE IN TABLE
f
PLAN VIEW
IMBRICATED ROCK WALL IRW DETAIL
NTS
y�
Hazen
S T E WA R T
HAZEN AND SAWYER
STEWART
4011 WESTCHASE BOULEVARD, SUITE 500
223 S. WEST STREET, SUITE 1100
RALEIGH, NORTH CAROLINA 27607
RALEIGH, NORTH CAROLINA 27603
LICENSE NO: C-0381
LICENSE NO: C-1051
I I
r I
I 1 I
I 6 I
I I
STAG( IMBRICATED RIPAAP $0
STABILIZED VEGETATION 1HAT TOP SURFACE OF ROCK IS
UNLESS NOTED OTHERWISE I AT AB:L (H:V) ANGLE FROM THE
TOP ELEV I HORIZONTAL PLANE
To
ROOTER
ROCK
WIDTH
TYPICAL SECTION
BASE
EXISTING SUBSOIL OR
WOTER TOE- STREAMBED MATERIAL
SEE TABLE
- 2 SURFACE FOOTER STONES REQUIRED.
ADDITIONAL SUBSURFACE FOOTERS MAY
BE REQUIRED, SEE Of VALUE IN TABLE
FILTER FABRIC
(NON -WOVEN)
GRANDFATHER GOLF & DATE: AUGUST 2019
COUNTRY CLUB HAZENNO: 32453-002
LINVILLE, NORTH CAROLINA REVETMENT DETAILS
STEWART NO.: L19013
LOCH DORNIE DREDGING & DRAWING NUMBER:
SITE ENHANCEMENTS IF THIS BAR DOES NOT MEASURE I"THENDRAWING ISNOT TOFULL SCALE a1/2" 1. C300