20170359 Ver 2_More Info Received_20191025

Homewood, Sue
From: Arrance, Keven <[e-mail]>
Sent: Friday, October 25, 2019 11:54 AM
To: Fuemmeler, Amanda J CIV (US); [e-mail]
Cc: Leslie, Andrea J; Moore, Andrew W; Homewood, Sue; Park, Kelli A
Subject: [External] RE: Grandfather Golf Project Notes/Comments from 10/09/19 site visit
Attachments: Figure 3 - Waters of the US_labeled.pdf, Figure 3a - INSETS Waters of the
US_labeled.pdf, Figure 5a - Impacts Map_REV.pdf, Revised Sheets_20191025
_reduced.pdf, L400_extracted.pdf, Pre -Construction Notification (PCN) Form_SECTION
D revised.pdf
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attachment to [e-mail]<maiIto: [e-mail]>
Amanda,
Thank you for your time onsite and for your notes. Please see below for our responses. Additional information is
attached as well.
Minimum flow: The required minimum release flow is 1.9 cfs; the current release flow is between 3 and 4 cfs. As
discussed during the meeting, the valve that controls the flow rate from the lake to the environmental release channel is
aging, and its condition is unknown. Due to its age and unknown condition, the valve will be left in its current position,
in an effort to avoid the valve becoming jammed or otherwise inoperable in a fully open or closed position. Therefore,
the current release rate will be maintained through the construction period and following completion of the project.
The flow rate will be visually monitored as it currently is, visually assessing the water surface elevation relative to the
weir structure that is situated in the upper portion of the environmental release channel.
Delineation map: See attached figures
Proposed sills: Discussions amongst the project team following the October 9th meeting resulted in the decision to
eliminate all grade control sills and bank stabilization work from the upstream most portion of the project. Therefore,
impacts associated with site numbers S1, S2, S3, and S4 are no longer included in the current permit application. The
bank stabilization and utility protection components of the project may be undertaken in the future under a separate
project and will be submitted for regulatory review at that time. Revised plans and figures are attached.
Stream restoration plan: Temporary impacts to UT 1 (impact S7 - construction access) may occur in order to
accommodate construction access to BS #2 and to the base of the bridge #5 abutments. The proposed access is over an
existing slope that is presently vegetated with maintained grass to the edge of water. Construction mats will be used to
protect the slope and existing vegetation. The construction access mats are proposed to be placed adjacent to the
stream channel. If the stream is found to be degraded by the construction activities, it will be restored to a condition
similar to the existing condition, including stabilization using native stone material from within the project area (e.g.,
cobble and/or gravel) and revegetation of the banks with non -fescue sod and/or native grasses listed in the planting
schedule shown on sheet L400, attached. The channel shall not be lined with imported riprap or other hardscape
material, which would effectively change the character of the stream from the existing condition.

Please let me know if you have any further questions or concerns or if there is any additional information we can
provide that will facilitate your review. Also, we are preparing responses to comments received from WRC and DWR.
Thank you,
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) [e-mail] I hazenandsawyer.com
-----Original Message -----
From: Fuemmeler, Amanda J CIV (US) <[e-mail]>
Sent: Friday, October 11, 2019 8:32 AM
To: Arrance, Keven <[e-mail]>; [e-mail]
Cc: Leslie, Andrea J <[e-mail]>; Moore, Andrew W <[e-mail]>;
sue. [e-mail]; Park, Kelli A <[e-mail]>
Subject: Grandfather Golf Project Notes/Comments from 10/09/19 site visit
External Email - think before you click
Keven/Alan,
Thanks for the visit the other day and wanted to go ahead and provide my notes from our meeting on additional
information that I will need for our review. I wanted to go ahead and provide my comments so far since you are dealing
with a narrow construction schedule. I may have more comments/concerns after the Public Notice period ends
depending on the comments received. Please let me know if you have any questions, thanks.
-Please clarify what the proposed minimum instream flow is now and what is planned for during and post -construction
and how this flow will be monitored.
-Provide a stream/wetland delineation map that identifies jurisdictional streams and wetlands within the project
corridor (and distinguish between those proposed for creation/restoration versus existing/undisturbed).
-Provide clarification on the purpose/need for the proposed sills.
-Provide stream restoration plan for temporary S3 stream impact for construction access to Bank Stabilization #5 area.
Amanda Jones
Regulatory Specialist
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
828-271-7980 ext. 4225

46
r 1 ti c '.<f .R�.
•' N_ ,rye � - 1 � + !�
r�
R y't sy
1
Linville River
UT1
West Channel `
East Channel
of Loch Dornie
of Loch Dornie
r i
� 1
UT6
UT5
1W1`''�
I '
UT2 W3 Project Area
r
UT321
iI
I
UT4
Loch Dornie
1
Environmental
Release ChannelANO
.
Loch Dornie Iway
Linville River
4 1-_ •` 4• III =� '�' 1• f.
AN
300 150 0 300 Feet UFATyF� Figure 3: Waters of the US Map
Loch Dornie Dredging, Island Enhancements,
and Linville River Stabilization Project
1 inch - 300 feet Grandfather Golf and Country Club
Hazen Linville, NC

0.
e Q �
AW
UT1 - Restoration if Needed
7. a
a � f-
IN
i
.J
West Channel j
of Loch Dornie
r . 44i
Linville River - To Be Stabilized
Aw East Channel
of Loch Dornie
H ,
w
UT6 - Undisturbed
1 i-mm
A* 71t-
W,
J Undisturbed
UT2 - Undisturbed
;I
UT3 - Undisturbed
f
Proposed W4
To Be Created
Proposed W3
To Be Created
Project Area
Loch Dornie
;
AM
Loch Dornie AV
i
T bi
f
•
Undisturbed'
f ✓�., Wit. �:� � ��� � � ih
0 100 200 300 Feet co�pNOFaTy�.p Figure 3a: INSETS - Waters of the US Map
Loch Dornie Dredging, Island Enhancements,
N lF��ouNs`���� and Linville River Stabilization Project
w, 1 inch - 150 feet Grandfather Golf and Country Club
s Hazen Linville, NC

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

PLAN NOTES:
1. VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES OR
INACCURACIES IN THE PLANS TO THE OWNER'S REPRESENTATIVE
PRIOR TO PLANTING.
2. LANDSCAPE WORK SHALL INCLUDE THE FURNISHING, INSTALLATION,
AND WARRANTY OF ALL PLANTING MATERIALS WITHIN THE PROJECT
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.
PLANTING NOTES:
1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE
ARCHITECT. STAKING IS REQUIRED FOR TREES PLANTED ON
SLOPES.
2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH
THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL
AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.
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 34" 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
75% DESIGN
DO NOT USE FOR CONSTRUCTION
PLANT SCHEDULE
TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONT
HEIGHT
REMARKS
AMLA
5
Amelanchier laevis
b & b
5' MIN.
Multi -trunk
Allegheny Serviceberry
COFL
3
Cornus florida
b & b
6' MIN.
Eastern Dogwood
SHRUB
CODE
QTY
BOTANICAL / COMMON NAME
CONT
REMARKS
ARAR
71
Aronia arbutifolia
5 gal
Q
Red Chokeberry
CAFL
53
Calycanthus floridus
Sweet Shrub
5 gal
CEAM
56
Ceanothus americanus
5 gal
O
New Jersey Tea
ILGS
46
Ilex glabra 'Shamrock'
5 gal
Q
Inkberry
LEFR
79
Leucothoe fontanesiana 'Rainbow'
3 gal
(D
Rainbow Leucothoe
A
RHMA
13
Rhododendron maximum 'Roseum'
5 gal
`(D
Rhododendron
SACA
50
Sambucus canadensis 'Adams'
5 gal
36-48" HT
O
Adams Elder
GRASSES
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
ANVI
260
Andropogon virginicus
18 per tray
36" O.C.
18s liners available from Hoffman
Broomsedge Bluestem
Nursery.
SCSB
443
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.
SONU
223
Sorghastrum nutans
18 per tray
36" o.c.
18s liners available from Hoffman
Indian Grass
Nursery. Species preferred, varieties
1�
Sioux Blue' and Indian Steel' may be added. Variety should remain consistent
- ll
within each planting area.
PERENNIALS
CODE
QTY
BOTANICAL / COMMON NAME
CONT
SPACING
REMARKS
ACRA
165
Actaea racemosa
1 gal
24" o.c.
Black Cohosh
_= <r�°%°"r,�°
ASIN
198
Asclepias incarnata
1 gal
24" o.c.
Swamp Milkweed
i ASTU
149
Asclepias tuberosa
1 gal
18" o.c.
Butterfly Milkweed
CHGL
191
Chelone glabra
1 gal
24" o.c.
White Turtle -head
EUFI
252
Eupatorium fistolosum
1 gal
36" o.c.
Joe Pye Weed
GEMA
281
Geranium maculatum
1 quart
18" o.c.
Species preferred, 'Espresso` variety
,
mi�
Spotted Geranium
acceptable.
-
HEAU
190
Helenium autumnale
1 gal
24" o.c.
-
Sneezeweed
T-, i - ,Tf� 7 , if
< HEHE
40
Heliopsis helianthoides
1 gal
36" o.c.
False Sunflower
HEAM
101
Heuchera americana
1 gal
18" o.c.
Species preferred. 'Green Spice' variety
American Alumroot
acceptable.
LOCA
66
Lobelia cardinalis
1 gal
24" o.c.
Cardinal Flower
`
LOSI
230
Lobelia siphilitica
1 gal
24" o.c.
Great Lobelia
.
OEFR
172
Oenothera fruticosa
1 quart
18" o.c.
Golden Sundrops
PYMU
376
Pycnanthemum muticum
1 gal
24" o.c.
Clustered Mountainmint
SORF
299
Solidago rugosa Fireworks'
1 gal
24" o.c.
Wrinkleleaf Goldenrod
SYNA
154
Symphyotrichum novae-angliae
1 gal
24" o.c.
'=
New England Aster
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
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
PLANT SCHEDULE & GENERAL NOTES
0 1/2" 1"
IF THIS BAR DOES NOT MEASURE 1" THEN DRAWING IS NOT TO FULL SCALE.
DATE: J U LY 2019
HAZEN NO.: 32453-002
STEWART NO.: L1901 3
DRAWING NUMBER:
J
LL a

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��
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•�, '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