20140415 Ver 1_Site Plan_20140428

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lmmmmmmll� Adoofth..
EMU
H bout-K INSTITU'l,
LOCATION: OFF OLD LOWGAP RD., SURRY CO
TYPE OF WORK:
STREAM ENHANCEMENT
(00STATE
0 1
4
0
4 1
5
(00STATE
SHEET
PROJECT REFERENCE NO. S NO.
TOTAL
SHEELS.�
(INC
j
019 I_qj
DESIGN DATA
DESIGN STREAM TYPE ------------ ------------------------------ ------ C4
BANKFULL XSEC AREA ---------------------------------------------- 63 FT2
BANKFULL WIDTH ..................................................... 26.3 - 28.6 FT
BANKFULL MAX DEPTH ....................... ........ ............ 3.0 - 3.7 FT
IAI/n QATTr) ----------------------------------------- I ......... ......... I
11 1- 1

ROCK CROSS VANE cV
(PROJECT # M
HEADER ROCK 0 4
TOP OF BANK BANKFULL (SEE NOTE 1)
FLOW --m.-
ARM SLOPE
INVERT r
ONSITE ALLUVIUM --\ - ..• ;. -.. �� �� � ���
B DEI r
�ILS
It Lt -
Y A `.G
Z^ Z^
m W m FOOTER ROCK
0 �x �� ���� "'o 1•- FILTER FABRIC
0 X
¢
w f au PROFILE VIEW A - A
ul
m N VANE ARM
IL 0 O
D. :. 0.
- TRIM FILTER FABRIC EVEN WITH -
- OH FRONT EDGE OF HEADER ROCK
HEADER ROCK
ONSITE ALLUVIUM
ARM ANGLE l C s;
SCOUR POOL'
t
FILTER FABRIC FOOTER ROCK
SECTION C - C�
i HEADER INVERT AND POOL
NO GAPS- '. ,'' ROCK
BETWEEN
A' ROCKS
NOTES FOR CROSS VANE STRUCTURES: FOOTER SILL INVERT
ROCK
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON B, F'LOV1( ----�-
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER RIFFLE
ROCKS, FILTER FABRIC. AND STONE BACKFILL. ONSITE ALLUVIUM
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE PLAN VIEW.` -
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 RU POOL
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN.,
6. IN
STAL LSTONE BACKFILL SHEET.
L ND ONSITE ALLUVIUM A SHOWN TO THE FILTER FABRIC
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM PROFILE VIEW B .. Bt
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
Z THE TOP OF THE HEADER ROCK. INVERT
KV
I ROCKVANE RV
(n
a.� J
T
J
tt �
J
N o d o
HEADER ROCK
m W A TOIL OF BANK / BANKFULL (SEE NOTE 1)
"NO HEADER
/ Z ROCK FLOW -�._ -
ttt d W D , ARM SLOPE
�► -` ONSITE ALLUVIUM
m FOOTER
ROCK
0
0
~ FOOTER ROCK
B`-
Q FILTER FABRIC
ARM v tI B' 1'� PROFILE VIEW A - AI
ANGLE r tJ VANE ARM
0
U !SCOUR POOL'
Lo
OG �'
N i
NO GAPS �.
BETWEEN
-
ROCKS
HEADER ROCK
NOTES FOR CROSS VANE STRUCTURES:
SILL
t j 1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON ONSITE ALLUVIUM s
z THE STRUCTURES TABLE SHEET. ,
Z 2. DIG ATRENCH BELOWTHE STREAM BED FOR FOOTER AND HEADER PSI\[ VIEW -
ROCKS, FILTER FABRIC AND STONE BACKFILL.
w 3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
wDESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM �� C ,
t SIDE OF THE HEADER AND FOOTER ROCKS. ®®
0) 5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS FOOTER ROCK SEAL
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN FILTER FABRIC
p OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
D 6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE SECTION B BT
O DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET. o
x 7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM VANE ARM CROSS SECTION
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
U
THE TOP OF THE HEADER ROCK.
tir
0
a
°- REVISIONS PREPARED FOR: PREPARED IN THE OFFICE OF:
a
a NO. DESCRIPTION ENGR. APPROV DATE
w
1 PERMIT SUBMITTAL KLT KLT 4/1/14
o LITTLE FISHER HODGES SITE PROGRESS DRAWING
SURRY COUNTY, NC FOR REVIEW PURPOSES ONLY
E
DO NOT USE FOR CONSTRUCTION
liz
EC OSYSTEM PLANNING & RESTORATION
O
�a 104 FOUNTAIN BROOK CIRCLE, SUITE A
2714 HENNING DR71 CARP, NC
�/ WINSTON- SALEM, NC 2 OS LICENSE # P -1 182

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PL.,ANTING SPECIFICATIONS PROJECT # SHEET NO.
01 9 2, -B
PLANTINGS PLANTINGS
DETAILS
NOTES:
1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
NOTES: DIG THE HOLE 8 -12 INCHES LARGER THAN THE DIAMETER OF THE
POT AND THE SAME DEPTH AS THE POT.
1. PLANT BARE ROOT S[ iRUBS AND TREES TO THE WIDTH OF THE 2. REMOVE THE PLANT FROM THE POT, LAY THE PLANT ON ITS SIDE
BUFFER AS SHOWN ON THE PLANS. IF NECESSARY TO REMOVE THE POT.
2. ALLOW FOR 6-10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE. 3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
3. LOOSEN COMPACTED SOIL. AROUND THE ROOT BALL), MAKE VERTICAL CUTS WITH A KNIFE
TOP OF STREAMBANK 4. PLANT IN HOLES MADE BY A MATTOCK, DIBBLE, PLANTING BAR, TOP OF STREAMBANK OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
OR OTHER APPROVED MEANS, ALSO MAKE A CRISS -CROSS CUT ACROSS THE BOTTOM OF THE BALL.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS 4. PLACE THE PLANT IN THE HOLE.
TO SPREAD OUT AND :DOWN WITHOUTJ- ROOTING. 5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL).
6. KEEP ROOTS MOIST l3'krl -TILE DISTRIBUTING OR WAITING TO PLANT 6. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST
BY MEANS OF WET CANVAS, BURLAP, OR STRAW. OF THE HOLE WITH THE REMAINING SOIL.
7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIIVAL TO PROJECT SITE.
: BOTTOM OF CHANNEL : BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE ROOT PLANTING CROSS SECTION VIEW OF CONTAINER PLANTING

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Structure
Arm
Sill
Invert Materials
Length (ft) le (deg)
Slope ( %)
Length )
Width(ft) Boulder Size (ft)
I Filter Fabric
CV-1
28.0 22
0.07
3.0
.6.0 5x4x3
Type 2 nonwoven
.
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�h �. f .:
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®
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it \1-I" V W"', ■ . w.v
vT.L
w.v
GV.J
2.2
GO.V
I 13
Rock Vane Structures
Bankfull Mean Depth (ft) 2.24
2.68
2.48
2.4
Ulf dth1D th R t' 8 7
15 3
1 1 5
12 0
18 0
NA
Arm
®
'en
i ep a io
11
I 13
Structure
Bankfull Area (s q ft) 63.0
76.5
68.9
63
3.0 3.7
>100
> 4.0
A ^ Q
Bankfull Max Depth (ft) 3.3
3.6
3.4
Width of Floodprone Area (ft) NA
NA
NA
Entrenchement Ratio > 1.8
> 2.2
> 2.2
nn ^.. o ^ ^o nan +f, r4'+1
7 AA
Arm
Sill
Materials
Boulder
Structure
Length (ft) gle (deg)
Slope ( %)
Length {)
Size (ft)
Filter Fabric
RV 1
28 22
0.07
3
5x4x3
Type 2 nonwoven
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