20140472 Ver 1_Site Plan_20140514

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INDEX OF SHEETS
1 - - - - - TITLE SHEET
1 -A ..... STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES
STANDARD SPECIFICATIONS
VEGETATION SELECTION
2- 2C - - - -- DETAILS
3 ----- GENERAL CONSTRUCTION SEQUENCE
• 15 • 30 60
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PLANS
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PROFILE (VERTICAL)
(00STATE PROJECT REFERENCE NO. SHEET TOTAL—\
NO.
10-m-4 �N_c 019 1121
RESOURCE INSTITU I
DESIGN STREAM TYPE ---------------------------------------------------- C4
DESIGN REACH LENGTH ------------------- ----- --------- ----- ---- - - - - -- 1,558
SURRY COUNTY BANKFULL XSEC AREA ---------------------------------------------- ---- 50 FT2
BANKFULLWIDTH------------------------------------------------------------- 23.5` - 25.5'
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all,
BANKFULLDEPTH ----------------------------------------------------------- - 2.0 -2.1
WI RATIO - - - - - t -1. '-- 13'
PROJECT LENGTH
EXISTING STREAM LENGTH ---------------------------------------------- 1,70811
SHEET 4 & 6 1
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SHEET 5 & 7
V1,
END CONSTRUCTION
25+57.74
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MAY 14 2014
2714 HENNING DR.,
WINSTON-SALEM, NC 27106
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PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURE:

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LOG ROLLER
® SAFETY FENCE
—I I I---I I I— SILT FENCE
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FOOT BRIDGA
TEMPORARY STREAM •
PERMANENT • ,;•
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VEGETATION RIPARIAN
Riparian vegetation species (bare-roots) shall be planted in the riparian vegetation areas as designated on the plans. Species shall be planted at
an overall density of 450 the mixture of • percentages -• below.
TRANSPLANTED VEGETATI
Total Planting Area for Riparian Vegetation = 7.0 acre
X TREE REMOVAL
# TREE PROTECTION
BANK SLOPING AND MATTING
'►vvvvv
LIVE STAKING
Live stakes will be installed along all stabilized bank areas, as indicated on the planting plan sheet, and according to the construction
specifications.
Trees
Percent Planted
Approx. Number
Wetland
Percent Planted
Wetland
Botanical Name
Common Name
by Species
Tolerance
Betula nigra
River Birch
10%
FACU
Platanus occidentalis
Sycamore
10%
FACW
Liriodendron tulipifera
Tulip Poplar
10%
FAC
Quercus rubra
Southern Red Oak
10%
FACU
Quercus phellos
Willow Oak
10%
FACU+
Diospyros virginiana
Persimmon
10%
FAC
Tioga Deer Tongue
Shrubs
FACW
Alnus sen-ulata
Tag Alder
10%
FACW+
Lindera benzoin
Spicebush
5%
FACW
Cercis canadensis
Redbud
5%
FACU
Sambucus canadensis
Elderberry
10%
FACW -
Cornus amomum
Silky Dogwood
10%
FACW+
Total
100%
Schizachyrium scoparium
TRANSPLANTED VEGETATI
Total Planting Area for Riparian Vegetation = 7.0 acre
X TREE REMOVAL
# TREE PROTECTION
BANK SLOPING AND MATTING
'►vvvvv
LIVE STAKING
Live stakes will be installed along all stabilized bank areas, as indicated on the planting plan sheet, and according to the construction
specifications.
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE-CALL" �BEFORE
EXCAVATION STARTS. (1-800-632-4949)
Total Planting Area for Livestakes = 0.25 acre
TEMPORARY SEEDING
The following table lists temporary seed species for the project site.
Common Name Rate Dates
Annual Rye (Cool Season) 130 lbs/acre September to March
Millet (Warm r • 1 lbs/acre April to August
Total Planting Area for Temporary Seeding = 2.0 acre
PERMANENT SEE I
Permanent herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Permanent herbaceous seed mixtures shall
be applied with temporary seed, as defined in the construction specifications. Permanent seed shall be applied at a rate of 15 Ibs /acre.
PROJECT SHEETN
• • .
SYMBOLOGY
NOTES I
Percent Planted
Approx. Number
Wetland
CHANNEL FILL
Botanical B Latin Name
Common Name
by Species
of Stems
Wetland Tolerance
GRADE CONTROL LOG JAM
® BRUSH MATTRESS
Comus amonum
Salix sericea
Silky dogwood
Silky willow
40%
40%
800
800
FACW+
OBL
® GEOLIFT
Salix nigra
Black willow
20%
100%
400
2,000
OBL
LOG STEP POOL
Total
Sorgastrum nutans
Indian Grass
4. CONTRACTOR SHOULD CALL NORTH CAROLINA "ONE-CALL" �BEFORE
EXCAVATION STARTS. (1-800-632-4949)
Total Planting Area for Livestakes = 0.25 acre
TEMPORARY SEEDING
The following table lists temporary seed species for the project site.
Common Name Rate Dates
Annual Rye (Cool Season) 130 lbs/acre September to March
Millet (Warm r • 1 lbs/acre April to August
Total Planting Area for Temporary Seeding = 2.0 acre
PERMANENT SEE I
Permanent herbaceous seed mixtures for the restoration site shall be planted in all disturbed areas. Permanent herbaceous seed mixtures shall
be applied with temporary seed, as defined in the construction specifications. Permanent seed shall be applied at a rate of 15 Ibs /acre.
PROJECT SHEETN
• • .
SYMBOLOGY
NOTES I
Total Planting Area for Permanent Seeding = 2.0 acre
RING CREEK SITE
SURRY COUNTY, N1
PROJECT ENGINEER
Percent Planted
Wetland
Botanical Name
Common Name
by Species
Tolerance
A N A R
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Andropogon gerardii
Big Blue Stem
5%
FAC
Sorgastrum nutans
Indian Grass
5%
FACU
CAROLINA NORTH
Dichanthelium clandestinum
Tioga Deer Tongue
15%
FACW
SEDIMENT PLANNING
Coreopsis lanceolata
Lance - Leaved Tick Seed
10%
FAC
Bidens flondosa (or aristosa)
Beggars Tick
5%
FACW
Juncus effusus
Soft Rush
5%
FACW+
Schizachyrium scoparium
Little Blue Stem
5%
FACU
6.06 TEMP Y GRAVEL CONSTRUCTION ENT CE
Polygonum pennsylvanicum
Pennsylvania Smartweed
5%
FACW
Tripsacum dactyloides
Eastern Gamma Grass
5%
FAC+
aaapaooa €saaaacsog
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6.60 TEMPORARY SEDIMENT TRAP
Panicum virgatum
Switchgrass
15%
FAC+
®� e
Elymus virginicus
Virginia wildrye
15%
FAC
SFAS.��
62 TEMPORARY SILT FENCE
Agrostis alba
Redtop
10%
FACW
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6.63 TEMPORARY ROCK DA
Total
100 °!®
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Total Planting Area for Permanent Seeding = 2.0 acre
RING CREEK SITE
SURRY COUNTY, N1
PROJECT ENGINEER

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ROCK CROSS VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 4 FTX3 FTX3FT
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON-WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTIJRE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 4 FT 3 FT X 3FT
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
LOGS
TYPE: HARWOOD
SIZE: 30 FT LONG, 10 INCH DIAMETER MIN.
FILTER FABRIC
TYPE: TYPE 2 NON-WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES:
1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, STRAIGHT, HARDWOOD,
AND NOT ROTTEN.
2. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
4. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED
SO THAT IT LOCKS THE HEADER LOG
INTO THE BANK. SEE ROOTWAD DETAIL.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS,
PER DIRECTION OF ENGINEER.
LOG BURIE
BELOW STREAMBE
ARM ANGLE
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INVERT
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FOOTER
ROCK
ELEVATION POINT (SEE STRUCTURES TABLE)
SILL---m-
ROOTWAD AND/ OR BOULDER
TO PIN LOG INTO BANK
._...3S BURIED IN
STREAMBANK
AT LEAST 5'
ELEVATION POINT (SEE STRUCTURES TABLE)
ONSITE ALLUVIUM
ONSITE ALLUVIUM
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FILTER
TOP OF BANK BANKFULL (SEE NOTE 1)
FLOW
3,5 ARM SLOPE
FILTER F
FLOW
ONSITE ALLUVIUM
TOP OF STREAMBANK
FLOW
STREAMBED
BOULDER
2
HEADER LOG FOOTER LOG
Ev
INVERT
FILTER FAB
FLOW
SECTION C - C
PROJECT # SHEET NO.
HEADER ROCK 019 2
6 1,7
FOOTER ROCK
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TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
HEADER ROCK
FOOTER ROCK
FOOTER
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PROJECT ENGINEER
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I IF STAKES ARE BEING HARVESTED NEAR THE SITE,
STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. KEEP STAKES COOL AND MOIST WHILE ON THE JOB SITE
AND PRIOR TO INSTALLATION.
3. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
4. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
5. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
6. STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
7. STAKES SHOULD BE INSTALLED LEAVING 1 /5 OF STAKE ABOVE GROUND.
311 TO 611
,-- LIVE,' STAKE
i-to-I'muel
BOTTOM OF CHANNEL
SECTION A - Al
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TOE OF SLOPE
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SMALL ANCHORS ON
2 FT CENTERS
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6-8SPA—ING 2-3SPACING
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MATTING SMALL ANCHOR TRENCH
IN TRENCH ON 1 CENTERS
ANCHOR OVERLAP
ON VCENTERS
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BACKFILL WITH ---/
6" OVERLAY(MIN)
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TOP OF STREAMBANK
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. . . . . . . . . . . . . .
PLANT STAKES FROM TOP OF BANK TO TOE
OF BANK IN A DIAMOND SHAPED STAGGERED
PATTERN TO SPECIFIED SPACING
SQUARECUTTOP
LIVE CUTTING MIN. 1/2" DIA
ANGLE CUT 30 - 45
LARGE
ANCHORS •
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NOTES:
1, PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE
BUFFER AS SHOWN ON THE PLANS.
2. ALLOW FOR 6-10 FEET' BETWEEN PLANTINGS, DEPENDING ON SIZE
AND RATE STAED IN VEGETATION SELECTION.
TOP OF STREAMBANK 3. LOOSEN COMPACTED SOIL.
t 4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP' AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND GOWN WITHOUT J-ROOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE.
BOTTOM OF,CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING
BOTTOM OF CHANNEL
. . . . . . . . . .
CROSS SECTION VIEW OF CONTAINER PLANTING
2714 HENNING DR.,
WINSTON-SALEM,:NC 27106
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COIR FIBER MATTING I TYPE: NETTING (SEE SPECIFICATIONS)
NOTES • R TOE WOOD
TRENCH 1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURES TABLE SHEET.
• BANK WHERE TOE ••r IS TO BE : r
TO THE DEPTH AND WIDTH SPECIFIED IN THE DETAILS AND STRUCTURES
TABLE. IF TOE WOOD IS BEING PLACED IN A LOCATION WHERE THERE IS
NOT EXISTING GROUND, PLACE FILL MATERIAL AND COMPACT TO FORM
THE TRENCH FOR THE TOE ••r
91. FOUNDATION • x WIN DIAMETER, STRAIGHT,
r. s•r AND NOT ROTTEN. PLACE FOUNDATION • SHOWN
IN THE DETAIL • FORM A FOUNDATION FOR THE TOE •sr MATERIALS
TO LAY UPON.
BRANCHES, TOE WOOD LAYERS SHALL CONSIST OF WOODY MATERIALS INCLUDING
• BRUSH, r ROOT WADS THAT ARE NOT ROTTEN,
LEAST 5 FEET IN LENGTH, r:. DIAMETER. LARGE
r SMALL MATERIALS PLACED NO MORE
THAN I FOOT DEEP. COVERED IN A THIN LAYER OF ONSITE ALLUVIUM, AND
COMPACTED BEFORE : LAYER OF • wwr
CONTINUE PLACING MATERIALS TO FORM DENSE LAYER OF ••r
MATERIALS AND ONSITE ALLUVIUM TO THE DEPTH AND ELEVATIONS SPECIFIED.
5. PLACE A LAYER OF • OVER - OF • r
TOE WOOD LAYER, AND THEN CONSTRUCT • OR -
SPECIFIED OR DIRECTED BY TO REBUILD THE STREAMBANK
ABOVE THE TOE ••1
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COIR FIBER Ili
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MATTING SHALL BE
~PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
' UNDISTURBED
EARTH
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2,4
COIR FIBER MATTING WIDTH
SEE STRUCTURE TABLE
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ELEVATION POINT (SEE STRUCTURES TABLE)
POINT BAR OF CHANNEL
(SEE TYPICAL SECTIONS)
WIRE OR PLASTIC ZIP TIES WITH A MINIMUM
TENSILE STRENGTH OF 50 LB SHALL BE
USED TO CONSTRUCT THE FENCE
MESH WIRES SHALL BE
121/2 GAUGE MINIMUM
WIRE MESH
Ask-# •-
GEOTEXTILE OR COIR FIBER MATTING
i 0-0-0-M
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(6i MAX. WITHOUT WIRE, REQUIRES USE
OF EXTRA STRENGTH COIR FIBER MATTIN
(4' MAX. WITHOUT WIRE, NORMAL STRENG"
COIR FIBER MATTING)
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TOP AND BOTTOM STRANDS
SHALL BE 10 GAUGE MINIMUM
GEOTEXTILE FABRIC SHALL BE STANDARD OR EXTRA STRENGTH
SYNTHETIC FIBER CERTIFIED BY THE MANUFACTURER TO COMPLY
WITH MATERIAL REQUIREMENTS IN ASTM STANDARDS D 6461, 4632,
4491, 4751, AND 4355.
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INVA
2714 HENNING DR., WINSTON-SALEM, NC 27 1
Existing 1. Any utility locations shown on these plans are approximate. The contractor shall have all utilities within the
project limits located and marked prior to beginning construction. The contractor will be responsible for the
repair of any utilities damaged during construction.
4. Temporary staging areas shall be established as shown on the plans. Install silt fence around the down-
slope perimeter of the staging/stockpile areas to avoid sediment runoff.
6. The restored channel sections shall be stabilized with in-stream structures, erosion control matting, and
c,eeding. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the
/ of the work /
plans, 7. Excess soil materials shall be disposed of in areas shown on the c' installed on the strea
•
?,. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to
9. Staging stockpile areas, and silt fences shall be removed and the ground shall be repaired to stable
conditions once planting is complete or once they are no longer nee e . e . areas shall be I smooth and
free of depressions, mounds, • and rocks. The o on en rance may also be • - •, or
place if approved by engineer.
0 The Contractor
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Strearn Name
Ming Creek
Wing Creek
Rosgen
,Reach Length
1
Bankfull Wan Depth
•,
Width,/Depth Ratio
Bankfull Area (sq ft) ���
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Bankfull Max Depth (ft)
I
Ratio of Max Pool Depth ;i
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•
Depth
Ratio . • • Width to • L, n M
Width
Pool to Pool Spacing (ft)
Ratio of Pool to Pool li Spacing
Bank Height Ratio
Meander Length (ft)
'Meander Length Ratio
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Radius of Curvature (ft)
Radius of Curvature Rati
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,Meander Belt Width (ft)
Meander Width Ratio,
ValleySlope (ft/ft)
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1 liar
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Pool Slope (ftift)
• WS
Ratio of Pool Slope
[MbI
INVA
2714 HENNING DR., WINSTON-SALEM, NC 27 1
Existing 1. Any utility locations shown on these plans are approximate. The contractor shall have all utilities within the
project limits located and marked prior to beginning construction. The contractor will be responsible for the
repair of any utilities damaged during construction.
4. Temporary staging areas shall be established as shown on the plans. Install silt fence around the down-
slope perimeter of the staging/stockpile areas to avoid sediment runoff.
6. The restored channel sections shall be stabilized with in-stream structures, erosion control matting, and
c,eeding. Earthwork shall be staged such that no more channel will be disturbed than can be stabilized by the
/ of the work /
plans, 7. Excess soil materials shall be disposed of in areas shown on the c' installed on the strea
•
?,. Bank and floodplain vegetation, including live stakes, are preferably installed during the dormant season
(November to
9. Staging stockpile areas, and silt fences shall be removed and the ground shall be repaired to stable
conditions once planting is complete or once they are no longer nee e . e . areas shall be I smooth and
free of depressions, mounds, • and rocks. The o on en rance may also be • - •, or
place if approved by engineer.
0 The Contractor
ix,uipment
_ _ IH IIII E NO] IYII� II ■I ��III
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NOTES: Elevation (ft)
1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS
2. ANY PROPOSED APPROVED i ENGINEER.
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NOTES: Elevation (ft)
1. STRUCTURES SHALL BE BUILT TO DIMENSIONS AND SPECIFICATIONS
2. ANY PROPOSED APPROVED i ENGINEER.
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2. ANY PROPOSED APPROVED i ENGINEER.
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GRID N:100608 , 5
GRID E: 1482588.00
ELEV: 1 177.05 1-5 TOEWOOD PROTECTION
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1. AREAS OF RIPARIAN VEGETATION WILL TIE INTO AREAS OF EXtSTING TREES TO FORM SMOOTH BOUNDARIES.
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2714 HENNING DR., WINSTON-SALEM, NC 27106
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PLANT ONLY LOW-GROWING SPECIES
WITHIN POWERINE EASEMENT
RING CREEK
SURRY COUNTY, NJ
PROJECT gi SHEET NO.]
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NOTES:
1. AREAS OF RIPARIAN VEGETATION WILL TIE INTO AREAS OF EXISTING TREES TO FORM SMOOTH BOUNDARIES.
LIVE STAKING
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2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
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104 FOUNTAIN BROOK CIRCLE, SUITE A
CARY, NC
LICENSE# P- 1 182
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BEGIN CONSTRUCTION
10+00.00
CONTROL POINT # I
TBM#1
3/4" IRON REBAR ((EDGE OF PLOWED FIELD
IN EDGE OF WOODSI
ELEV: 1 182.50
GRID N: 1006474.695
GRID E: 1482431.131
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IN,
14)
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NOTE:
THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS PLAT
WERE DERIVED BY STATIC DIFFERENTIAL GPS OBSERVATIONS
AND FIXED THROUGH CONTROL STATIONS "AlRYGAP AZ MKII AND "OAK"
ALL DISTANCES SHOWN ON THIS PLAT ARE HORIZONTAL GROUND
DISTANCES.
FIXED STATIONS
NAME LATITUDE LONGITUDE ELEVATION
AIRYGAP AZ MK 36 °29`01.95669" 80045'24.50637" 1250.00 NAVD 88 ORTHO HT
COMBINED SCALE FACTOR = 1.00004937 - SPC NC
OAK 3602841.53645" 80045108.808231y 1241.00 NAVD 88 ORTHO HT
COMBINED SCALE FACTOR = 1.00004766 - SPC NC
NOTE: CONTOUR LINES WERE COMPUTED FROM A TRADITIONAL FIELD SURVEY USING A
TOPCON TOTAL STATION SHOT IN A RADIAL FORMAT.
COORDINATES SHOWN LABELED WITH THE PREFIX GRID ARE ACTUAL GRID COORDINATES
ESTABLISHED FROM AN ACTUAL GPS SURVEY FIXED THROUGH THE ABOVE REFERENCED
STATIONS. ELEVATIONS AS SHOWN WERE ESTABLISHED USING THIS GPS SURVEY.
COORDINATES SHOWN WITHOUT THE GRID PREFIX ARE HORIZONTAL GROUND COORDINATES
LOCATED FROM THE GPS CONTROL POINTS AND NO REDUCTION OR SCALE FACTOR WAS
APPLIED.
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2714 HENNING DR., WINSTON-SALEM, NC 27106
[phone]
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N
RING CREEK
SURRY COUNTY, NJ
I CONTROL POINT #31
TBM #3
3/4P IRON REBAR
ELEv: 1177.90
r GRID N: 1005800.022
GRID E: 1482972.149
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