20050861 Ver 2_Maps_20061115

VICINITY MAP (NOT TO SCALE)
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ENGINEER
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PILOT VIEW
RC~&D
SNOW CREEK STREAM RESTR(

_ _TION PROJECT
~r Lr WHITE PR~ParrRT 1
SURR'Y COU:NT~`, NrC.
INDEX TO DRAWINGS
DALTON ENGINEERING AND ASSOCIATES, P. A.
446 EAST MAIN STREET P. A. BOX 426
CLAYTON, NC 27520 CLAYTON, NC 27528
[phone] -FAX [phone]
CONSULTING
FOOTHILLS CONSULTING
1028 BEAUMOHT`POPLAR STREET
NORTH WILKESBORO, NC 28859
(336):802.5140
STREAM WALKER CONSULTING
89 BANBURY COURT.
WAYNESVILLE, NC 28788
[phone]
SHEET 1.1 CQ1/ER SHEET
SHEET 1-1 CONSRUUCTION SEQUENCE
SHEET 1.14 SNOW CREEK
SHEET 1.3 TRIBUTARY TO SNOE CREEK
SHEET 1.17 POND EMERGENCY SPILLWAY OUTLET CHANNEL
SHEET 1.4 DETAILS
SHEET 1- 5 PLANTING PLAN
SHEET 1.1 SEDIMENT AHl)fROSIOH CONTROL
SURVEYOR
BIG EAGLE SURVEYING
1918 NORTH MAIN STREET
EIKIN, NC 28621
(336)526~b508
,+

C. L. WHITE
705 SALEM FORK ROAD
ELKIN, NC 28621
(338) 366~d443
~, . ,. A ,,
Dalton Engineering = ``~~~,
and Associates, P. A.
P. 0. Box 426 [phone]
446 East Maln Street Fax [phone]
Clayton, North Carolina 27520
~FESSlp'•.• 2
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16282
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Joh: 08041 DCa.
Flk COVER Dnwn:
OWNER
pwkbn:
ShM; 1 OF 1

GENERAL CONSTRUCTION SEQUENCE
The following construction sequence shall be used during construction;
1. Mobilize equipment and materials to the site and set up staging areas.
2, Restrict construction traffic to the areas denoted as haul roads and
staging arms as much as posaibk.
3. Siif fencing shall be placed around staging and temporary stockpile areas.
Onto construction is completed at a pdrticuiar worklnq ores, temporary
seeding and mulching shall be Applied before progroaaing to d new area,
The Controctar will not disturb more oroa'than can tie stabilized in one
working day. Any disturbed dress shall have temporary or permanent
ground cover applied within 15 worWnnqq days dr 30 calendar ddys, whichever
is sooner, following compietion of grading, Activities In that area.
4. The-ardor in which tfie reaches of Snow `.Creek oro conetruoted ie to be
decided. by the Contractor. W4wever, all newly oonstructed, relocated
channel sections shdll bo excavated In the dry and shall be,etable and
covered wlth erosion control matting before being exposed. td stream flow.
5. The mnJority of the inwatroom structures shnH be constructed in the wet.
Activity within the etrodm eh411 be kept to a minimum. Equipment will only
enter the stream As necessary.
6. All disturbed .areas shall be seeded and mulched before leaving the project
site,
7. Demobilize equipment from the site.
8. Pinnt ripar9an vegetation and permanent seeding at the npproprinte time of
year,
EARTHWORK SUMMARY
IN CUBIC YARDS
UNE STATION TO STATION TOTAL
cur FILL TOTAL
eDRROw TOTAL
wnsi
SNOW CREEK 0+00 20+50 3100 2900 200'

TRIG TQ SNOW CREEK 0+00 4+00 30 30 ~-
ESW OUTLET CHANNEL 1+76 4+50 2240 11J0 111Q
TOTA L 5370 4040 1310
W48te in Heu of bOrraw
GRAND TOTAL 5370 4040 1310
SAY
~~

Item ~
Description
Snow
Creek Trib to
Snaw
.Creek E5W
outlet
channel
Quantity
Total
Unit
i Mobilixatlon/demobilization -- --
.. --
... 1 JOB
2 Temporary Silt Fence 300 -_ 125 425 U'
2 Rdck Check Dam/s~an~ eo,h 1 1 JOB
3 Fertilizer 2250 125. 150 2525 L65
3 Lime 9.0 .25 ,25 9.5 TON
3 Tempora Seedin (millet 180 10 10 200 LBS
3 _, Permanent Seed (tas ) 40 10 10 50 L9S
3 Permanent Seed (ri avian) 45 3 3 51 LBS
3. Mulchin straw 650 20 25 7`00 BALE
4 Excavation, Fill, and G"rading 3100 30 2240 8370 CY
5 Stane, Class 1 - -- 600 800 TON.
5 Boulders 200 5 920 1128 TON
5 Stone, Colss 2 - 25O 250 TON
5 ` Stone, Calss A
_ 30 30 TON
6 Root Wads Las 12 ..~ .... 12 EA
6 Log Vane/Root Wads 12 -- - 12 EA
7 Uve Staking
.... 4100.
. 180. .500 4750 STEM
...
7 Shrub and Tree Transplants 400 -- 25 425 STEM:
7 9are Root. Vegetation 2400 630 1140 4170 STEM
8 Oaconut Fiber Coir Blanket 3600 100 600 4300 5Y
y Clear and Grubbing (invasive
dt D6b!'is) _.. .._ __ 1 JOB
10 24" Corru ated Plaetin Pipe 20 - -- 20 LF
11 Nonwoven filter Fabric, Cidsal 100 -- 1000 1100 SY
,ARO
~_n ESS/o;,~j

,>
SEQUENCE OF CONSTRUCTION AND QUANTITIES OF MATERIALS
FOR
C. L. WHITE STREAM RESTROATION PROJECT
SURRY COUNTY, NC
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PLANNED SNOW CREEK STREAM SECTION
FoR
G. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.G.
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16282
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Dalton Engineering __=-
and Associates, P. A.
446 East Main Street
P.O. Bob 426
Clayton, NC 27520
[phone]
Fax [phone]
Job: 06041 Date: 7/20/06 ~ Revision: I
File: INDEXmap
Drawn: WJB
Sheet:1 of 14

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GRADE CONTROL
ROCK STRUCTURE
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yQg; THE lOCATKINS OF ALL ROCK ANO'WOOD STREAM STRUCTURES WILL 8E DETERMINED IN TWE
t•TELD DURING CONSTRUCTIfN~I BY THE ENGINEERR.
THE STRUCTURES WILL BE STAKED DURING CONSTRUCTION B'f TWE ENGINEER.
THE 'TOTAL NUAt9f~R OF IN STREAM STRUCTURES WILL ~ BETWEEN B ANp 15 STRUCTURES..

f'b' .. r~ ~ ....
PLANNED SNOW CREEK STREAM SECTION (SHEET 1)
FOR
C. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.C.
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SCALE 1" - 50'
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~--- B4c STREAM TYPE F4 STREAM TYPE
WIDTH = 20' WIDTH = 15'
WIDTW/DEPTH RATIO = 14.0 WIDTW/DEPTW RATIO = 7.5 -~
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NOTE. THE LOCATKNJS Of AlL ROCK AND WOOD. STREAM STRUCTURES WHLL BE
DETERMINED IN THE FlEIb DURING CONSTRUCTION BY THE ENGINEER.
THE STRUCTURE5 WILL BE STAKED DURING. CONSTRUCTION BY THE ENGINEER.
THE TQTAL NUMBER Of tN STREAM STRUCTURES WILL 8E BETWEEN 8 AND 75
STRUCTURES.
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SCALE 1" = 50'
PLANNED SNOW CREEK STREAM SECTION (SHEET 2}
FOR
C. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.C.

,~~~0 / / / \ ~ ~ - _ -, , ~ ~ / ~ ~ WiOTij/~0E`P'M RATIO = 7. ~ , ~ / ~ .
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_ / / EXEVATEIAS dIRECTED ~~~/ // (d y~) // ~ ~ \-\ \~
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{ /~ ` \ \ ~ ~ -, _ , ~~ PUCE COIR FlBER MATTING ACCOR LNG ~~ // ` ~ \
-'- xryl \ \ \ l 1 T0'MANUFACTURER RECOMI~NDAT~NS /~/ ~ ~ ~ \ _ _ ~ ~ ~ ` ` ~ /
\
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\ + *~ / ~ ~ \ _ ~tGK-~ AEWJ~?0N EXISTING Elul RIB'/ ~' - _ _ _ ' ~ ~ ~ ,\~ ~ \
/ ~ / ~ ~ /,~~ , \ ., - _ _ _ _ _ `ALLUVIAL MATERIAL )c5- 91R~C~ED 8Y / {NEj'/ ~ , %% __ _ ~_- ~OC l ~ ~ ~ ~ `~ \ \ \
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/ \\I I~ y ~_ _ / ////ll l//l j CENTERUN~
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-_~' ~~ / ~-_~ ,,~/~//~ //WIDTH = t5" ''__~/~ / ~ ~
-- / ~ %- I ,
(~; THE LOCATIONS OF ALL ROCK AND W000 STREAM STRUCTURES WILL BE DETERMINED IN THE
flEI.D_ DURING CON5TRUCTKIN 9Y THE ENGINEER.
THE STRUCTURES WILL EE STAKED DURING CONSTRUCTION BY THE ENGINEER.
THE TOTAL NUMBER OF IN STREAM STRUCTURES WILT. 9E 9ETWEEN 8 AND 15 5TRUCNRES.
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SCALE 1" = 50'
PLANNED SNOW CREEK STREAM SECTION (SHEET 3J
FOR
C. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.C.

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PLANNED STREAM SECTION -CENTERLINE .oFESS;o:~.~i', and
Associates, P. A.
FOR
C. L. WHITE DAM RESTORATION PROJECT ~ ~~ SEAL~9~
_ .
446 East Main Street
[phone]'
.76282 P.O. Box 426 Fax [phone]
SURRY COUNTY N.C. • FN P '•~ ' Clayton, NC 27520
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~ Job: 06041 Date: 7/31 /06 Revision:
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~ File: rcprf021 Drawn: WJB Sheet: 5 of 14

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PLANNED STREAM SECTION -CENTERLINE ~ ` -'~
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C. L. WHITE DAM RESTORATION PROJECT
SURRY COUNTY, N.C.
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''' '''~ Dalton Engineering
'~~ oF~s~oy ~%' and Associates, P, A.
Q SEAL ~ : ~ ` 446 East Main Street [phone]
16282 ~ ~ P.O. Box 426 ~ Fax [phone]
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'~;••F~G~~EEP,: ~~ " Clayton, IBC 27520
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~~'t[~ ©P~~~~~` Q~ Job: 06041 Date: 7/31 /06 Revision:
qt~ File: rcprf021 Drawn: WJB Sheet: 6 of 14

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PLANNED STREAM SECTION -CENTERLINE '~ , oFESSioti~/~f,%
FOR : a SEAL ~ '~
C. L. WHITE DAM RESTORATION PROJECT 1s2aa
.~;~
SORRY COUNTY, N.C. ~ ~ ~
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~~
Dalton Engineering
and Associates, P. A.
446 East Main Street (919 550-4740
P.O. Box 426 ~ Fax [phone]
Clayton,l~C 27520
Job: 06041. Date: 7/31 /06 Revision:
File: rcprf021 Drawn: WJB Sheet: 7 of 14

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I C~'t`055 SECTION .._,
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15+20 15+40 15+60 ~ 15+BO ~ 16+00 18+20 ~ ~ 18+40 16+80 i6+8~ ~ ~~17+ 17+20 ~17+40 ~ 17+80
PLANNED STREAM SECTION -CENTERLINE
FOR
C. L. WHITE DAM RESTORATION. PROJECT
SURRY COUNTY, N.C.
'FESSi©, f~
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~~~SEAL~F~'~
16282
%(~,4 '~tiG(NEEP ' ~~ .
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:,~ ~Qy T DP~~ ~,
Dalton Engineering ` --
and Associates, P. A.
446 East Main Street [phone]
P.O. Box 426. Fax [phone]
Clayton, ~VC 27520
Job: 06041 Date: 7/31 /06 Revision:
File: rcprf021 Drawn: WJB Sheet: 8 of 14
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0 19+60 19+80
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PLANNED STREAM SECTION -CENTERLINE '' ~'""'~ a `
` ~'FESSia
FOR ;'Qb ti • ~
~ SEAL 9~,=~ "
C. L. WHITE DAM RESTQRATIO-N PRQJECT ,x282
SURRY COUNTY, N.C. w : ~ ~,.: ~.
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Dalton Engineering
and Associates, P. A.
446 East Main Street [phone]
P.O. Box 426 ~ Fax [phone]
Clayton, SIC 27520
Job: 06041 Date: 7/31 /06 Revision.
File: rcprf021 Drawn: WJB Sheet: 9 of 14

A---56 9~ 8

.~-- 1160.00 ~ 1180.00
---, _---
--~
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~, EXISTIN GROt) 0 fl. 1167.
1164.00 ~ 1160.4 PLANN THALI ~fEG EL. =1165.
EXISTIN GROU 0 EL. 1164.97

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EXISTIN
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EXISTIN GROU b EL. 1166.20 CR SSING . =11 5.0
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ST =0+ RtF LE STA 2+73
EX1511N GROU 0 EL. 1167.62 EXISTIN GROU b EL. 1165.9
PLANNE THAL GEL. 1165.6

P
E ~ ` ~ ` ' ~~
PLANNED STREAM~SECTI4NS
FOR
SNOW CREEK STREAM RESTORATION- PROJECT
,
,~''`' ~1r`''~
FESSi •9` ~.+
. o ~ti~•.2~;
. a SEAL = -
16282
••
' _ Dalton Engineering ~`

and Associates, P. A•

446 East Main Street [phone]
P•o. Box 426 Fax (91s) 550.4741

SURRY COUNTY, N.C, ~ '• Fti ~?.•
~
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GINS, O
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~; Clayton, C 27520
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, ~ Job: 06041 Date: 8/24/06 Revision:
~
q
File: rc001021
Drawn: WJB
Sheet:10 of 14

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PL NED PR FILE

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EX ?ING OUND LEV, 11 6J EXI TiNG G OUND LEV. 11 2:3 '
P NNED ~ HALWEG ELEV, 164.2 P NNED TlNALWEG ELEV. 1 63.4
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EX TINE G OUND LEV. 11 2.2 EXI TING OUND V. 11 3.5
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EX TINE G ~OUND V. 11 3.6 EXI 11NG G DUND V. 11 7:5
P NNED 1I hIALYVEG ELEV, 164.6 PL NNED T~ IALWEG ELEV. 1 63:8

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EXI TfNG G OUND LEV, 11 4.5 E I$TING OUN ELEV. 167.9
PL NNED ALWEG ELEV. 762.4 ANNEO ~ 1'tIAL ELEV. 1161.5 ~

~ P '. R ~ ~ p !~.
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PLANNED STREAM SECTIQNS
FOR
SNOW CREEK STREAM RESTORATION PROJECT

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and Associates, P. A.
446 East Main Street [phone]
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SURRY COUNTY, N,C. • FN P c
~~ • G1NEE,•~ ~'': Clayton, I~C 27520
..,,
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Job: 06041

Date: 8/24/06.

Revision:
File: rc002021 Drawn: WJB Sheet: 11 of 14

1170.00 ~
1165.00 ( ~

_ _

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TING
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LEV. 11

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EXI TfNG OliN4 LEV. 11 0.8 P NED ALWE ELEV. 159.3
PL NNED ALWEG' ELEV. 1 60.4
~ ~
1170.00
1165.00 - _ --- --- -.- --- ~`__ _ -J -- _,\ -_ ~_~ __~ __

+ STING OUND ELEV. 1 64.5
EXI TING G OUND LEV. 11 5.8 ~ P NNED AL ELEV. 161.9
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r

PLANNED STREAM SECTIONS
FOR
SNOW CREEK STREAM RESTORATION PROJECT =

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'~~,, T DF~-,,~~ Job: 06041 Date: 8/24/06 Revision:
File: rc003021 Drawn: W~lB Sheet:12 of 14

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--- --- --- --- ~ -- -r- --- --- --- -- -

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STA 15+8~ pLANNE 1HAL G ELE .1157.

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PLANN 1'HAL G ELE .1158. ~

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~~~~/'I,~' DP~` Job: 06041 Date: 09/08/2006 Revlalon:
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~''•~YT pp~~ Job:. 06041 Date: 7/31/06 Revision:
File: rcprf022 Drawn: WJB Sheet: 2 of 3

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Drawn: WJB
Sheet: 3 of 3

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Job: 06041 Date:9/08/06 Revision:
File: rcprf002 Drawn: JTB Sheet: 3 of 17

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File: rcprf002 Drawn: JTB Sheet: 4 of 17

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Job: 06041 Date:9/08/06 Revision:
File: rcprf002 Drawn: JTB Sheet: 5 of 17

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446 East Main Street [phone]
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Clayton, NC 27520
Job: 06041 Date:9/08/06 Revision:
File: rcprf005 Drawn: JTB Sheet: 7 of 17

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446 East Main Street
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Job: 06041. Date:9/08/06
File: rcprf007 Drawn: JTB
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446 East Main Street
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Clayton, NBC 27520
Job: 06041 'Date:9/08/06
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File: rcprf016 Drawn:. JTB
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Job: 06041 Date:9/08/06
File: rcprf009 Drawn: JTB
Revision:
Sheet:13 of 17

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File: rcprf017 Drawn: JTB
Revision:
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Clayton, N~ 27520
Job: 06041 Date:8/20/06 Revision:
File: rcprf018 Drawn: JTB Sheet:15 of 17

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Clayton, N~ 27520
Job: 06041 Date:8/20/06 Revision:
File: rcprf019 Drawn: JTB Sheet:16 of 17

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446 East Main Street
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Clayton, N~ 27520
[phone]
Fax (919) b50-4741
Job: 06041 Date:8/20/06
File: rcprf020 Drawn: JTB
Revision:
Sheet:17 of 17

THE RIOT WAD -LOCI VANE - J-HOOK
COMBINATION STRUCTURES WILL TO BE
PLACED AS STAKED IN THE FIELD BY THE
ENGINEER,
BETWEEN CS) AND (12) STRUCTURES WILL
BE CONSTRUCTED,
APPI
PROFILE
FOOTER LOG
r ~~r ~ r r (12-'15' CII~Q,) r LQG VANE
BANKFULL ,ti POOL (^c2`-25' LONG)
RUN
r r ~. r r r r r r r SUPPORT ROCK
RIFFLE
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BOULDERS WITH
/
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ROOT WAD - LAG VANE -J-HEDK COMBINATINN ''!!
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SNOW CREEK STREAM RESTR~ATIEN PRNJECT 9~~.~ =
~~ - Dalton Engineering ~ ~ -~

C. L. WHITE PROPERTY
s2s2 and Associates, P. A.
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Clayton, NC 27520 (919) 5504740
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PLA /
S U R R Y C ~ U N T Y
N
C N VIEW '~ ~ e
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: oso4, Date: 09~08~06 Revision:
File: #.DWG Drawn: JTB Sheet:lof4

J-HDDK VANE
Right Edge
of Water
y ~1
y y •++
y ~ ~ •~ ~
••~,/3
y ~Y ••I
Footer Rock
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PLAN VIEW
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y ~, y Water
~' `~ y y Surface
i'
~~ • ,r
f ~ ~
Nonwoven
Geotextlle Thalweg
Footer Rock Excavated
Scour
Pool
PRdFILE VIEW
r- r p-.
.SNOW CREEK STREAM RESTREATIEN PRNJECT ~~,,; ,~; ~ ~,
C, L, WHITE PROPERTY
SURRY COUNTY N, C,
~ . ~Y
.+
~' Rock
SIU
PLAN VIEW
,~~''
~~~ ' '''r,
AR
''
o
'; NAT TO SCALE
~ESS. ~j
'
2P
EAL 9~' ~
- Salton Engineering = ~~~~

~ 6282 - and Associates, P. A.
~
,~
' (~ ~.' ,
'9
GINEEP~,•
446 Eaat Main Street. [phone]
P
O
%
'i
~y Q
.
~ ,
. Box 426 Fax [phone]
Clayton
NC 27520
~ D ~ ,
,,
~~ ,
i ~ ~ i i i~
Job: 06041
Data: 09/08/06
Revislan:
File: ;.DWG Drawn: JTB Sheet: 2 of 4
RDCK VANE
Left Edge
of Water
Rlght Edge
of Water TOP OF BANK
~0
~ ~. W y
W
y • ` •' 20 Degrees
y W
.•~
~Y ~Y y
Footer Rock ••~
~Y ~' ~ ~Y ~
.. I.
r ~Y J~ .y
.••~ '
Poot W y • .r ~ ~ ~
W W . • y .(.
,/
~, r ~,

RACK CROSS VANE
Right Edge Left Edge
of Water of Water
-n
y ~ f y Top of Bank
V ~ IY Y
y y
y It ~ y
,I• V
•I 1 W
Rock y +I e ' I` y y
Sill ~ y ~~ >, _ ~
y ~ ~ y 24 Aegrees
`1' 0 y
FQOter y Y' Ji ~y ~Y
Rock
Excavated y y '~ y Slll
ScbUr y . ~ ~. W y,
Pool •I
. I,
.I I .t"
PLAN VIEW
Top. of Bank (Bankfull?
. .
Flow _ ~- ...-•. • .._,_..,,~ ~
• • Y W '{ i 1
Thalweg _./ , rJ
Nonwoven ~~
Geotextue PROFILE VIEW
~--- 1/2 Bankfull
Water
~ y Surface
`__:_y.
Y i W,
=- Pbol
M~DIF~IED RACK CROSS VANE
Right Edge Left Edge
of Water of Water
~_
Y ~ Y
y o ~, Top of Bank
•Y ~ I V +
y I` ~ y
~ 3 t +~ y
Y
~ 1) , I y
.1, ,.
Rock y +~ ~ V v y y
Sill y y ) ,v~ `, y
20 Degrees
y ~ y y
y O ~ ~.
Footer y ~~ I. y y
' Rock
EXCQVat@d y' y ~ y $Ill
Scour ~, y, ,
Pool , •) IY'
J I y
PLAN VIEW
1/2 $ankfull
Water
~' `Y ~Y .y Surface
. .
. .• .
1 , • Y' V i Y •Y
Excavated
Scour
Pool
Geotextile PROFILE VIEW
Tap of Fank (Bankfull)
~~ y
-_~.a. .Y ~r Y. ~'~
Flow ` ` ` ` ` `
'i • • V Y
Thalweg ~ r-
Nonwoven
..~~...~r .,,,e~.~~~;,
SNOW CREEK STREAM RESTREATI~N PROJECT
. ... ~... ~ _ :.d ..i
C, L, WHITE PROPERTY
SURRY COUNTY N, C,

~ R
~~ ~^
~~j'; NOT TD SCALE

EAL Dalton Engineering - -
16282 and Associates, P. A.
~~ e'~
~
~ S~~ 1
'.
%v~,(~
~~~~/~ G I NE~
,~~
((++'rr
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•,
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JY``
~ 0 Box 426
Clayton, NC 27520 Fax [phone]
~ 1
,
r
_
h +~ i ~ ~ i~ Jab: 06041 Date: 09/08/06 Revision:
File: *.DWG Drevm: JTB sheet: 3 of 4

>anw
D fl 0 0 fl fl fl fl 0 fl
Ttff'ffBAN( -----------------
- - - - - - - - - - - - - - - - -
fl o o a o 0 0 fl o a
srAKE
a O fl a o fl fl 0 a
ERpSIRI MATTAiG TO 6E ~ O fl 0 0 0 0 0 0 fl
E%TEi1~D TQ TFIE TflE

~~ CONTROL BLANCET O O 0 II 0 O 0 O 0 0
varER su~acE
p,~p pggE~ TNa.vEC HaN~tN~. DEt~H PLAN VO:W
PLAN °~dN ~" n+ A ~ DEEP ~ 1,
TRENae staKa, gAaa~tu., aND coNPACT BANKS SHOULD BE SEEDED PRIOR TO
PLACEMENT OF MATTING,
---------------- -------------___-__ = 2, PLACE EROSION. CONTROL MATTING ACCORDING
TO MANUFACTURER RECOMMENDATIONS.
3, MATTING SHOULD HE PLACED IN A DIAMOND
SWAPED PAT~'ERN,

~ Ste' 4, WOODEN 3 FT, STAKES SPACED A~PROXIMATLEY
arTAa~ m Ltxs 4 FT, APART SWALL HE USED TO SECURE THE
SECTI~IAL VIEW A - A ~~ ~~ ~T~' MATTING AT THE TC1E OF TWE SLOPE.

varER s~ACE eA~cruLL A ,,1
~
~`~ /---'~-'"
-jai-.." MATTING STAKE
PIACE EROSiLfI MATTING RI A 8' DEEP
TRENCtL STAKE. 1>pg0'ICL, AND COMPACT

12'
PROFILE VIEW LOG SILL
NDT TO SCALE
CROSS SECT07M VIEW
LOG SILL
EROSION CONTROL MATTING TYPICAL MATTING STAKE
{`.'. pF ^ A r.. 9
``1~~ ~ fit','
.
'
`,
~ '
_ SNOW CREEK STREAM RESTROATION PROJECT ' ~ EAL v~ =~ ' Dalton Engineering =~ -~~\~
6282 and Associates, P. A. .
C. L. WHITE PROPERTY ' vc~~~ F ~~.: ~ 446 East Main Street [phone]
`
'
G
~
•
Q
\
~
•.
,.
,`
f P.O.Box426 Fax(919)550~4741
q r ~ .D n
,,, Clayton, NC 27520
SURRY COUNTY, NC ,
`<< ,,,,,,,~h~ Job: 06041 Oate: 08/06/06 Revision;
`1 File: },OWG Drawn: JTB Sheet: 4 of 4

AREA TO BE .PLANTED WITH BARE ROOT VEGETATION AS SPECIFIED.
PLANT RIPARIAN SEED MIX FROM EDGE OF BUFFER TO WATERS EDGE AS SPECIFIED.

~.. ,.
~.~, . .~ ~:.. ..~~.;...o
o Essig ~~~
cQ~SEAL9~~~'-_
16282
v~~'~NGINE~~',`~~
,,q,~y ....~ P~ ,, W
SCALE 1" = 50'
PLANTING PLAN
PLANNED SNOW CREEK STREAM SECTION (SHEET 1)
FOR
C. L. WHITE STREAM RESTORATION PROJECT
[phone]
Fax (919•) 550-4741
SURRY COUNTY, N.C.
Dalton Engineering ~, ,`-
andAssociates, P. A.
446 East Main Street
P.O. Box 426
Clayton,I~C 27520
Job: 06041 Date:9/15/06
File: rcprf015 Drawn: JTB
Revision:
Sheet:1 of 5
AREA TO BE PLANTED WITH LIVE STAKES AND SEED MIX AS SPECIFIED.
LONG TERM EROSION CONTROL MATTING TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER RECOMMENDATIONS.

AREA TO BE PLANTED WITH LIVE STAKES AND SEED MIX AS SPECIFIED.
~~ LONG TERM EROSION CONTROL MATTING TO BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS.
AREA TO BE PLANTED WITH BARE ROOT VEGETATION AS SPECIFIED.
PLANT RIPARIAN SEED MIX FROM EDGE OF BUFFER OR WOODLAND
TO WATERS EDGE AS SPECIFIED.
~<
r~_ ._., k~~x .._z:~
PLANTING PLAN ~~~~~~~~, ~ ,,~~~~~~~
PLANNED SNpW CREEK STREAM SECTION (SHEET 2~ : ~~. 'tiss o0~~ ',
ti •.?
FOR : a~ SEAL 9~ .
C. L. WHITE STREAM RESTORATIQN PR®JECT ,62$2:
SURRY COUNTY, N,C. '• F ~~.;~ Z;
;~9• NGINE,~',~~
,, 9yT pP~
~,
SCALE 1 " = 50'
Dalton Engineering
s
and Associates, P. A.
446 East Main Street
P.O. Box 426
Clayton, t~C 27520
Job: 06041
Filer rcprf015
Date: 9/ 15/06
Drawn: JTB
[phone]
Fax [phone]
Revision:
Sheet: 2 of 5

® AREA TO BE PLANTED WITH LIVE STAKES AND SEED MIX AS SPECIFIED.
LONG TERM EROSION CONTROL MATTING TO BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS.
~.n. ,~,..~ ~...~ . ~ ~. _ ~~ _ ,.
AREA TO BE PLANTED WITH BARE ROOT VEGETATION AS SPECIFIED.
bb.. a
TO WATEIRSREDGE ASD SPECIE ED. EDGE OF BUFFER OR WOODLAND ~ ..~ ~ .. . °~ ~ SCALE ~ ~~
PLANTING PLAN
PLANNED SNOW GREEK STREAM SECTION (SHEET 3)
FOR
C. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.C.
f
-,
,,
~ ~ r
~ ~
•. l
s °~,~ ;?
SEAL ~
16282
,,.
' 0`
~''~,,~~T ~ D P~, ,.
Dalton Engineering .~._
and Associates, P. A.
446 East Main Street
P.O. Box 426
Clayton, ~IC 27520
[phone]
Fax [phone]
Job: 06041 .Date: 9/15/06
File: rcprf015 Drawn: JTB
Revision;
Sheet: 3 of 5

~'
~ 111
of ~~"
~ WOODLAND
1 /
WOODLAND
NOTE: WOODLAND RIPARIAN EXIST ON 80TH
SIDES OF THE STREAM.
THE STREAM WILL BE FENCED TO THE CONSERVATION
EASEMENT 80UNDARY.
AREA TO BE PLANTED WITH LIVE STAKES AND SEED MIX AS SPECIFIED.
LONG TERM EROSION CONTROL MATTING TO BE INSTALLED ON ANY STREAM BANKS
THAT IS DISTURBED BY CONSTRUCTION.
PLANTING PLAN

PLANNED TRIB. STREAM SECTION
FOR
C. L. ~ WHITE STREAM RESTROATION PROJECT
SURRY COUNTY, N.C.
~ I ., WOODLAND
~^ ~~I ~
N
! ~ ~

~. ___

;,, ,~~caR~~ALE
•FESS;~ • ~~';
EAL -_
1 282
'. ~~,4 ~~ INE~P,~O~
,.
~ ~1'' ~ ~.
~<<+i iii~i~~1
WOODLAND
1 " = 30'
Dalton Engineering = ~ ~~
and Associates, P. A.
446 East Main Sheet (919) 550740
P.Q. Box 426 fax [phone]
Clayton, NC 27520
Job: 06041 Date: 09/18/2006 Revision:
file: }.DWG Drawn; JTB Sheet: 4 of 5

WOODLAND
AREA TO BE SEEDED WfTH S€ED .MIX AS SPECIFIED.
' LONG TERM EROSION CONTROL MATTING TO BE fNSI'ALLED !N
' ACCORDANCE W{TH MANUFACTURER- RECOMMEfVDAT10NS.
....
AREA TO BE PtANTEO WITH LIVE STAKES AND BARE ROOT
VEGETATION AS 5PECIFiE1).
LIVE STAKES ARE Tb BE PLANTED FROM WATERS EDGE TO - ., ,r....,_~ .. ~ ~ , ; r
2.5' ABOVE. ,
BARE RbOT VEGETATION WILL BE PLANTED ABOVE THE LIVE STAKES. .. , w, : , a , , ~ , ~ ~, W, , , u: ;
SCALE: 1" = 30'
PLANTING PLAN
:,

PLANNED EMERGENCY SPILLWAY OUTLET CHANNEL
FOR
C. L. WHITE STREAM RESTORATION PROJECT
SURRY COUNTY, N.C.
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\ ~ = ~/ / 1111, SEONtENT BASIN ~ /Q ~' ~j a FOR
~~~ - _ ~~`, `'~1~= --- E • 1800 a _ S 'L~'• "~, da C.L WHITE STREAM RESTORATION
~...% \ Y '
/,~`, - ---` -=~ 1 ~ ~ `~ ~ ~, _ ~1~ r • ~ `~ SURRY COUNSY, N.C.
`,~ ~~, ' ~,~ r ~ (~ '•,~ 2 Dalton Engineering ~=
1 /~_
' ~` I ~~= ~ %- = '' ~ ~ • ~~/NEED` .'°, ~a and Associates, P. A. °
_ ~~\`Y~~ '' ~j l''•1 ""°~'.(~ /45 Enat Nnin Spent I919i 5504740
"'\ L ~~=-- `i~ ~I r°D II ~~\ P.O. Sax 413 Fa><19f0i 550741
\ 1`` ,`~s_~0E ° ^_~~ ~'! ~~ ~`~- !!! f1 Ckyton, NC 27520
_ ~ _-__~-`~ _ !!l111 ,bb: 08041 Dete; 7/31/08 RevBion:
'~_t.:~~`~~c ~ FSe: EXATING Dreee: WJB Shah: 1 7r 1