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STREAM NAME STAT'IC~N LATIT~E ~ LONG E Y MichaeFSakes Engineering, inc.
20 o Zo 40 ° 1 N 0 1 fl '.9.447 South Tryon Street
BIG CEDAR CREEK 10+00 LAT. 35 12 31.$0 LANG. 80 07 43.62 NCDENR-ECOSYSTEM ENHANC ~M ENHANCEMENT PROGRAM ~ ~ ' `Suite 200
2728 CAPITAI. BLVD SG ~I. BLVD, SUITE 1H 103 ~ ~ Charlotte, Nc 2s2o3
UNNAMED TRIBUTARY 1 10+00 LAT: 35° 11' 29.40" LONG: 80° 05' 19.14" ' RALENGH, NC 27 :BGH, NC 27604 Phone: [phone] Fax: 704.334,4492
PLANS
UNNAMED TRIBUTARY 2 10+00 LAT: 35° 12' 29.49" LONG: 80° 0T 47.34"
20 o Zo 40
PROGRAD4 UNNAMED TRIBUTARY 3 10+00 LAT: 35° 12' 04.35" LONG: 80° OT 27.84" KEVIN T~ifEEDY, P.E.
PROJECT ENGINEER
PROFILE HORIZONTAL UNNAMEDTRIBUTARY 1A 10+00 LAT: 35° 11' 44.02" LONG: 80° 07' 36.06" ~ T,~-,~.,-~,~„ ,o.,r~, ~ T,.~., .a ®-,,,,r., _ . _ _ . _
GUY DEAF .BUY PEAKGE
2 0 2 4 UNNAMED TRIBUTARY 1B 10+00 LAT. 35x 11 41.$6x LONG. 80x 07'45.39x REVIEW COORD. . VW COORDINATOR CHRISTINE D. MILLER
° TIM F3AUMVAI BAUMGARTNER PROJECT DESIGNER P. E
PROF ILE VERTICAL UNNAMED TRIBUTARY 1C 10+00 LAT, 35o11'33.41x LONG. 80o08t08.97n
PROJECT MAT 7 OJECT MANAGER .SIGNATURE.-

~ BAKER PROJECT REFERENCE N0. SFiEEF N0.
109261 2
PROJECT ENGINEER
.Michael Bald Engineering, Inc. 1447 South Tryon Street
~ ~ s~aezoo
~ r Charlotte, NC 28263 Phone: [phone]
Fax: [phone]

CONSTRUCTION SEQUENCE 2
- E RECORDED CONSERVATION EASEMENT RO(:K CROS - -725- - EXISTING MAJOR CONTOUR )CK CROSS VANE D1
General
1. Mobilize equipment and materials to the site. Waste material is to be disposed
EXISTING MINOR CONTOUR ~ HOC; SILL within the project limits.
~C? SILL 5 2~ Set-up construction entrance along Mt. Zion Church Rd.
X EXISTING FENCE D1 3. Set-up erosion control measures (i.e. silt fence, construction entrances,
temporary stream crossings, access road, and rock check dams), stockpile, and
- CENTERLINE RAILROAD
ROOT-WAD 1 staging areas. Erosion and sediment control measures shall be installed by the )OT WAD Contractor to protect the proposed stream channel from significant runoff prior.
D1 to permanent stabilization.
ROW °o
0 ~ 4. Install construct haul road from Mt. Zion Church Road to allow connectivity to
- - PARCEL BOUNDARY LOG J-HOO - -EXISTING ROAD/PAVEMENT )G J-HOOK VANE D5 construction entrances. The road will be constructed to minimize disturbance to
the existing riparian buffer.
5. Begin construction and progress downstream.
10+00 BRUSH MAT I" EXISTING STREAM ALIGNMENT
ZUSH MATTRESS D3 6. Contractor to use pump around operations when work is conducted in channel (described below in in-stream repair work section).
10+OU 7. Land disturbance will only consist of work that can be completed and stabilized
~ PROPOSED STREAM ALIGNMENT with the same day.
LOG VANE ~G VANE 4 s. After construction on each reach is complete, stabilize with erosion control
^%r EXISTING EDGE OF WOODS D2 matting and permanent vegetation before proceeding to the next stream reach.
EXISTING TREE LOG STEP- PERMANENT STREAM CROSSING ~j CONSTRUCT D4 (NATNE MA ~G STEP-POOL 1 9. Demobilize from site as described in "Construction Demobilization".
D2 Stream Bank Stabilization Work
10. Begin stream bank and floodplain stabilization work. Non-native and invasive
vegetation in the floodplain and on the stream banks shall be removed prior to
ONSTRUCTED RIFFLE 4 stream bank and floodplain work.
J,ATIVE MATERIAL) D~ 11. Maintain flow in existing channel while implementing bank and floodplain
stabilization measures.
FLOW DIRECTION
12. Use existing permanent stream crossings per plan to maintain construction
FLOODPLAIN L'OODPLAIN POOL 3 access when available.
GEOLIFT 13. Stockpile excess excavated material in designated stock pile areas or as directed.
Place silt fence along stream side of stockpiles.
BANK STABILIZATION ~ MA'RI~~ ~ COVER LOG :OVER LOG 14. Grade, mat, and install live stake plantings as directed on the plan set.
15. Repair in-stream structures as directed on plan set.
16, Seed, mat, and mulch banks and floodplain areas.
17, Stockpile any remaining coarse bed material separately from excavated soil
OSTRUCTION ACCESS ROUTE 1s. Seed, mat, and mulch any disturbed area before proceedingto the next area.
,~'r~'?~ TRANSPLANT ~ CC~STRUCTI 1~ O j r~Y11
~v~ In-stream Repair Work
19. Pump around areas of construction where proposed in-channel repair work will
TEMPORARY STREAM CROSSING 2 CONSTRUCT .ONSTRUCTION ENTRANCE 3 be implemented. Contractor shall stage his work to minimize the length and duration of pump around operations.
D4 D~ 20. Use existing permanent stream crossings per plan to maintain construction
access when available.
5 ~dW~-~ ROCK CHECK DAM ROGK CROSS VASE 21. Install impervious dikes at upstream and downstream ends of pump around
locations. The pump around operation shall be performed between these
D4 locations as described in plan details.
22~ Stock pile soil in designated stock pile areas. Place silt fence along stream side of
stockpiles.
t r ' 23. Install in-stream structures and rebuild degrading channel bed features between
PROPOSED SILT FENCE D4 -LOD- LI!M~T~ upstream and downstream dike locations.
24. Install geo-lifts as outlined on the plan set.
25. Seed, mat, and mulch stream banks.
IMPERVIOUS BERM Z 26.Once bare areas and exposed slopes area stabilized discontinue pump around
operation, remove impervious dikes, and return natural stream flow to channel
DS Stockpile any remaining coarse bed material separately from the excavated soil
27. Remove temporary stream crossings.
28. Seed, mat, and mulch any disturbed area before proceeding to the next area.
C~ L IJE STRK-E ~ SEEp Construction Demobilization
29. Remove temporary rock check dams.
30. Demobilize grading equipment from the site.
31. Seed, mulch, and stabilize staging areas, stockpile areas, haul road, and.
construction entrances.

S OLOGI'

BARER PROJECT REFERENCE N0. SFiE'EI' N0.
PROJECT ENGiNEEIt
Michael 8akelr Etgineering, lna
1447 South Tryon Street ~ ~ Suite 200
~ ~ Charlotte, NC 28203 ' Plmne: 704.334.4454
Fax: [phone]
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U'I'2 AS-BUILT

BAKER PROJECT REFERENCE N0. SHEET N0.
10961 SB
PROJECT ENGINb'ER
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AS-BUILT

BAKER PROJECT REFERENCE N0. SHEET N0.
109261 5C
PROJECT ENGINEER
Michael Baker Engineering, Inc.
1447 South Tryon Street ~ ~ Suite 200
~ ~ Charbtte, NC 28203 Phone: [phone]
Fax: [phone]
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AS-B T

BAKER PR03ECT REFERENCE N0. SHEET NO,
109261 SD
PROJECT ENGTIVEER
-
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Michael BakerEngineedng, ktc.
1447 South Tryon Sheet ~ Suite 200
. `y • ~ ~ Cherbtte, NC 28203 ~ f Phone:704.334A454
- - ~ Fax: [phone]
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TAX lD# 656201287591 DEED REF: # 186 219
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AS-BUILT

BAKER PROJECT REFERENCE N0. SHEET N0.
109261 5E
PROJECT ENGINEER
Michael Baker Engineering, Inc.
.1447 South Tryon Street ~ ~ sutra 200
~ ~ Charlotte, NC 28263 Phone: [phone]
fax: 704,334.4492

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AS-B T

BARER PROJECT' REFERENCE N0. SHEET N0.
109261 5~
PROJECT ENGINEER
Mlchael8aker Engin~dng, lnc.
1441 South Tryon SUaet ~ ~ Suite200
~ ~ !Ghadotte, NC 28203 Phone. [phone]
Fax: F04.334.4492
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AS-BUILT

BAKER PROJECT REFERENCE N0: SHEET N0.
109261 SG
PROJECT ENGINEER
Michael 8ake? Engineering, kio.
-1447 Sa~thh Tryon Sleet r ~ .Suite 208
~ ~ Charbtte, NC 28203 Phone: [phone]
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AS- T

BAKER PROJECT REFERENCE NO. Sf tEE'I' N0.
1®~~~~
PROJECT ENGINEER
Michael. Baker Engineering, Inc.
1447 South Fryon Sheet ~ ~ Suite 280
~ ~ Charbtte; NC 28203 Phone: [phone]
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BIG CEDAR CREEK
AS-BLTII,'I'

BAKER PROJECT REFERENCE N0. SHEEP N0.
149261 5I
PROJECT ENGINEER
Nlichael8akerEngineering, inc.
1447 Saith Tryaa Street ~ • Suite 200
~ ~ Charlotte, NC 28203 Phase:704.334.4454
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BAKER PRaJECT REFERENCE N0. SFT[:T`T N0.
149261 5J
PROJE(:T ENGINEER
Michael6aker Engir~ering, Inc.
1447 South Tryon Street 1 ~ Suite 200
~ ~ ~ Charlotte, NG 28203 Phone: [phone]
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BAKER PROTECT REFERENCE NQ. SPIFFY 1VQ.
109261 SK
PROJECT ENGINEER
Wichaei Baker Engineering, inc.
i 1447 South Tryon Street • ~ susre aao
i I Ghadotte, NC 28203 Phase; 704:334:4454
Fax: [phone]
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

BAKER PROJECT REFERENCE N0. SHEET N0.
10926 SL
PROJECT ENGINEER
Micfiael Baker Eltflineering, Inc.
.1447 SouEh Tryon Street Suite 200
¦ ~ Ghadotte, NC 28203
1 Plwne: 704.334.4454 Fax: [phone]
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_ BARER PROJECT' REFERENCE N0. SPIFFY N0.
109261 ~ 51i~
PROJECT ENGTPVEER
fdichael Baker Engineering, lnc.
1447 South Tryon Street ~ ~ Suite 209
~ ~ 'Ghartotte, NC 28203 Phone:[phone]
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U 1T1 AS-BUILT

BAKER PROJECT REFERENCE NO. SHEET' N0.
109261 SI~I
PROJECT ENGINEER
:Michael Baker Engineering, Inc.
T4A7 Soufh Tryon Sheet ~ ~ Suite 200
~ ~ GhadoUe, NC 28203 Phone: [phone]
Fax: [phone]
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BAKER PROTECT REFERENCE N0. SHEET N0.
109261 ~0
PROJECT ENGINEER
Michael Bakar£ngineering, lnc.
1447 South Tryon Street ~ ~ Slue 2~
~ Charlotte, NC 26203 Phone: [phone]&1
Fa>c 704.334,4492
TtiC3MPSQN ANN l TtiC3MPSON ANN L TNOMPSON, ET-AL
TAX iD# 6~ TAX iD# 6562012&7591
DEED RE DEEt? REF: # 186-219
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i _ _ _ _ _ _ ---i---
~ ~ ~ M_ - _._i____e_ _ 24a ~ - ----t-- l ~ _T._____~_ -Y___-- 244
i
; 242 _ , -___~___._T _
24a ~ _ _ _ _ 240 30 0 3~ 60
~ ~ _ ~
23a ~ - ~ - - a 238 ~ I
~ HORIZONTAL SCALE (FT)
236 ~ M _ . - --F---- _ + M W M N M ~ ~ W t0 i - _~~_-__-u~_~.~---____ ~ 23s
N ii > ~ N M t P- ti - _ _ 2~ 4 0 4 8
234 - w II ) Q r II } M! II N ~ + f0 to r ~ c0 ~ _ W r _ _ _ _ - _ - - ° - - - ~ 232
232 > d - > - d ____.-_Q ~ w J a~ Q J c n * m v n o r,
- _ -nn - - - ~ - ' ~ m VERTICAL SCALE (FT} N ~ ~ _i ~ M N ~ m CM ~
230 a s N W a 4 ~ w w ~ w a n ~ N y N II ~ N ~ N ~ N m dt V
_ _ _ _ ~ T > > ~ W > a _ - -_Q w - ---h - - ~ ~ n 11 m N ? * ~ m m 228 ~ ~
II ~ - Q J a F I j ~l' II M ~ it
0. F- 226 _ _ _._.__yy. , - - - 228 SIG C~E~.A-~ C EIS. a T w ~ ~ w _ _
~ a > rn i a a s w N,.
LL4 ~ T v.
UT1 AS-BUILT

BAKER PROJECT REFERENCE N0. SHEET N0.
logz6l s~
PROJECT FNGTNFER
116chaet Baker Engineering, Inc.
.1447 South Tryon Sheet ~ ~ Suite 200
i ~ Charbtte, NC 28'103 Phone: [phone]
Fax: [phone]
TMO~P;iflN ANN I. TNOP P;iflN ANN L TNONIPSON, ET-AL
TAX ID# 6562t11~ TAX ID# 6562111287591
DEED} REF: # 18 DEEI} REF: # 186-219
UT1A
0
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r - -I-- i
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_ - ~ i ~ ~ 228
228 ~ o - - ~ -a--- _ - - - - - _ _ - _ _ _ t (0 W t M _ Jy ~ _ 30 0 30 60
226 + N m ~ ~ o ~ o ~ - _______--__7._.- - ~ - _ _ _r ~
W O N Q n F W ^ c h ~ M - - -
224 W W it fA - ~ N ~ I ~ N W ~ N M ~ ~ - - > Q J > n, ~ 1 ~ CD U7 II t to N y a 11 II M ~ N uy N to _ _ _ _ _ _ _ _ _ _ , 224 HORIZONTAL SCALE (FT)
w w a u u ~ u _ _ ~r _st_ ~ _ -'1?----- q
~2 a a - w w - u > w 4 w ~ ~ > N o ~ ~ N- _ N ~ ~ ~ -u----- _ _ - 222 4 0 4
220 _-----w - _ _ _ ~ a_. _ ~ li 4 n > + u m + - ~ _ ~ ~ 220
Q ~ - > a w - w 1. > ~ ~ ~ N II ~ M M
216 - ~ t- - a ~ ~ o. > - > 4 ~ ~ _W._____~.__ N ~ 21a VERTICAL SCALE {FT~ ~ `f ~ 7 it }NW
a a a _ a nn
216 _ - - a ~ ~ 216
214 _ v _ _ w w ¢ - + r C0 r ~ > uaN - _~u+ ~ n
- n. d - ~Wi n n -tt 214 ~ C~~D _ ____w___. _ - ~W Q ~ ~
212 - - - _ _ _ ~---n a - j _ 212
a a 210
210
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00
UTI AS-B T 1
r

ter.
BAKER PROJECT REFERENCE N0. SHEET N0.
109261 S(~
PROJECT ENGINEER
Michael Baker Engineering, inc.
7447 SaNh Tryon S4eet ~ ~ Suiie200
¦ ~ Charlotte, NC 28203 Phone: [phone]
`Fax: [phone]
THOMPSON ANN L THOMPSON, ET-AL
TAX ID# 656261287591 s _ 4
DEED REF: # 186-219
-
} 4 W r ~ .
0 45 ,R~
3
i ~ bw s
K~"^~~ F E: ___.220 ~ ~
FROM STA. 58+~IOfn3t96 "
L BANK WAS SLOPED ~ 2:1, COIR MATTED AND PLANTED
Q ~F
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r o~ ~ F }
Q ORD GROSSING ~ UT
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230 - _ _ ~ _ _ _ _ _ _ _T_ _ ~ _ ~ Y - - ~ - ~ ~T__ - 228
228 ~ ~ --_______________l_~----`.._---_
r r16 v` __-_.___._--------__---______.--~______________.____.__l.. - ~ - 226
2'14 ' _ 4 .-._..-s_______-_._...~-._-_._~_W., _ 224
_ _ ~ ~ 222 --_---.-~,.....,,,..1 - . _s._~_ _ ~ _ _ _
- 222 I i
220 ~ ~~.v_~ f .rte i~ 220
+~n~r~"r~~~ - _ - ~a ~
218 - ' 218
_ _ _ _ - 216
218 ~ yr - + N _ HORIZONTAL SCALE (FT)
a1a _ r..,.__ _-s_.. 214
W__.-.__-__ - _ _ 4 0 4 8
212 _ Q > ~ _ E 212
a a _ _ 210 - - _ ___s_._ 2,0 VERTICAL SCALE (FT)
208 ~ _ _ _ 206
206 - - - 206
_ _ ~E~
204 - ~ ~ _ 204
202 ~ ( 202
58+00 59+00 60+00 61+00 62+00 63+00
UTI AS- T

PROJECT REFERENCE N0. SHEET No.
109261 L14
PROJECT MANAGER
0,,1~~~ CAR~~`~~~i CD M
~~ti~'~,
~~ss~Q,y ~ q~ ~ APPROVED BY
• SEA! w
027337 KIT
FNGIN~~~ i
,e,~~~~uiii DATE
02/15/08
31 acres 35 acres
E hemeral Pool and Rt ar~an Seedin Flood lain Plantin p p 9 p 9 ~ /o /o Trees/acre total trees Nldise! Baker Engineering, Inc. 9447 South 7ryc~n Sheet
Carex crinata Frin ed Sed a 15 Large Trees g g • ~ Sui[e 200 ~ Ctsenatte, NC 28203
Fhone:704.334.4454 f~c 704.334.4492
Quercus michauxii Swam Chestnut Oak 5 34 1054 Eiymus virginicus Virginia Wild Rye 20 p
Quemurni ra Water Oak 15 102 3162 Juncos effuses Soft Rush 30 9
Fraxinus pennsylvanica Green Ash 5 34 1054 Panicum virgatum Switchgrass 30
Betuia ni ra Ricer Birch 15 142 3162 Trifolium repens White Clover 5 9
Piatanus occidentaiis S camore 15 102 31.62 Y
Large ShrubslSmalt Trees
Alnus sem~tata Tag Alder 10 68 2108
Carpinus caroi'iniana Ironwood 10 68 2108
Small Shrubs
Tem orar Seedin ~38 acres p Y 9 Comes amomum Silky Dogwood 7 48 1488
Lindera benzoin S icebush 8 54 1674 wlPermanent Seed w/o Permanent Seed P
Viburnum dentatum Arrowwood 10 68 2108 Fall, Winter, Spring
R e Grain 1Ib/1000 SF 3 Ib11000 SF Y
Summer Seedin g
Brownt Millet 0.31b11 000 SF 1ib/1 000 SF op ,
2.5 acres MULCH APPLICATION RATE = 1 TO 2 TONS PER ACRE
U land. Plant~n a p g T I Ir
/o tees acre tota t ees
La a Trees EXPOSED SLOPES SHALL BE SEEDED AND MULCHED r9
Ca cordiformis Bittemut Hicko 5 34 85 WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION ~ ry OF ANY PHASE OF GRADING. PERMANENT
Quercus faicata Southern Red Oak 15 102 255 GROUNDGOVER SHALL BE APPLIED TO ANY DISTURBED
Acerrubrum Red Ma le 10 68 170 SURFACE WITHIN 15 WORKING DAYS OR 90 CALENDAR p
Platanus occidentatis S camore 10 68 170 DAYS WHICHEVER IS SHORTER FOLLOWING y ~
COMPLETION OF GRADING OF CONSTRUCTION. Quercur aiba White Oak 15 102 255
Lar a ShrubslSmall Trees 9
Ca anus caroliniana Ironwood 7 48 120 fi
C us americana Hazelnut 7 48 120
Dios s vi iniana .Persimmon 7 48 120
PYm ~
Small Shrubs
S horica os orbiculatus Coralbe 8 54 135 Ymp ~ n'Y
Cal anthus ftoridus Sweetshrub 8 54 135 Yc
Vib umum dentatum Arrowwood 8 54 135
Permanent Seedin Notes:
he ermanent seed mixture s 1. T p pecified for floodplam areas will be applied pplied
to all disturbed areas outside the banks of th e restored stream channel. ei.
2. Areas to be stabilized with ermanent ve eta i p g ton must be seeded or led or
rated within 1 w i pla 5 ork rag days or 90 calendar days after final grad is ;rid is
reached unless tern orar stabilized is a lied. 74,401 SF ~ p Y pp
Live Stakes Stakes11,000 SF total Stakes 3. Contractor to erform re-constructi n i p p o so I tests to determine the existing xisting
Comas amomum Silky Dogwood 56-126 4166-9374 soil composition. Soil amendments necessary to support the growth of
Salix sericea Silky Willow 56-126 4166-9374 Nth of
proposed herbaceous and woody riparian species shall be added prior to Sambucus canadensis Elderbeny 32-72 2381-5357 rior to
planting.
Salix nigra Black Willow 16-36 1190-2678
Seedin Notes: Temporary a
- 'ne the existiin 0 1. Contractor to perform pre construction soil tests to determi g tiing
Brush Mattresses m osition. Soil amendments necessar to su ort the growth of ~ of
soil co p Y pp Comes amomum Silk Do wood 40 Y 9 ro osed herbaceous and woody riparian species shall be added prior to
p p r to
Salix sericea Silky Willow 30 planting
Sambucus canadensis Elderberry 30 are
' will be a lied to all disturbed areas of the site that are 2. Temporary seeding pp
mbanles susce table to erosion. These areas anclude constructed strea , p nkes,
oil ales. access roads, side slopes, and sp p
for
final rode for 3. Tem orarily seed denuded areas that will not be brought to g p
a eriod of more than 21 calendar days. p
BCG CEDAR
. CREEK
PLANTING PLAN
L•\Projec#s\109261\Design\Plans\Boneyard 109261-PLANSHTS.dwg Jon 31, 2011 ~ ¦ ¦

PR4~CT REFERENCE N0. SHEET N0.
~ 0261 0~
1 ~ PROJECT MANAGER
a '2 o~
D1 NTS +~,o~~~ c~ROt'~. CDM
1RENCHING METHOD: ~ 4~$SIQ ~7~'.~
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE H' APPROVED BY BANK REQUIRES RECONSTRUCTION, THE TRENCHING METHOD SHALL ` ~
BE USED. THIS METHOD REQUIRES THAT A TRENCH BE ~ X17337 KLT
IF ROOT WAD DOES NOT COVER ENTIRE BANK & EXCAVATED FOR THE LOG POR110N OF THE ROOT WAD.
CONSTRUCTION IS BETWEEN MID OCTOBER TO MID BOULDER (TYP) BERM (0.5 MAXIMUM HT.) MARCH, BANK SHALL BE PROTECTED WITH BRUSH ONE-THIRD OF THE ROOT WAD .SHALL REMAIN BELOW NORMAL F E~ BOULDER (TYP) BASE FLOW CONDI710NS. ~'O~,I/ NlIN ~~t~0~ DATE
BERMS) NOT TO EXTEND LAYER SEE DETAIL
BEYOND LIMITS OF ROOT WADS ( ) fl~~~~~~++?+ 02/15 f 08
TOP OF FLOODPLAIN BANK NOTE ~2
BANKFULL STAGE DRIVE POINT METHOD: `e~nao'a~~e„~~~,~c.
COVER LOG SHALL a447soumlrron~t THE TRUNK END OF THE LOG SHALL BE SHARPENED WITH A ¦ ~ s~~ezo0
BASEFLOW BE ANCHORED UNDER CHAINSAW BEFORE "DRIVING" IT INTO THE BANK. ROOT WADS ~ ci»rrome.NO Phone: [phone]
EROSION CONTROL FOOTER LOGS OR SHALL BE ORIENTED UPSTREAM SO THAT THE STREAM FLOW 6ax:704.334.4492 MEETS THE ROOT WAD AT A 90-DEGREE ANGLE, DEFLECTING THE
MATTING WITH A BOULDER 1/3':OF ROOT:MASS #1EIGHT WATER AWAY FROM THE BANK. A TRANSPLANT OR BOULDER
S~dAll BE ::.LOCA"fED:.BELOW ''S712EAM BED , . SHALL BE PLACED ON THE DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD. THE BOULDER
SHALL BE APPROXIMATELY 4' X 3' X 2'.
8-12 FEET LONG ROOT WAD (TYP) >10" DIAMETER ROOT WAD (TYP)
BOULDER (TYP} ~-BOULDER ~-BOULDER (TYP)
PLAN VIEW W COVERLOGS PLAN VIEW W CROSS SECTION VIEW ~ VIEW W OUT COVERLOGS
2 LOG SILL
TENANCE ~ D1 ERSON FOR MAIN NTS ~ ~ NTS
ONTACT P C -
S KRISTI SUGG
NEERING INC. ICHAEL BAKER ENGI ~ 2 3 BANKFULL STAGE / ELEVATION CALLOUT HEADER ROC TRANSPLANTS
N ST. STE. 200 (sEE PROFILE FoR SEE TYPICAL SECTIONS
1447 S. TRYO , EXACT ELEVATION} B B FOR DETAILED CROSS-SECTION GEOMETRY
203 -¦-~-WATER FLOW CHARLOTTE NC 28 4x To 1D ~ ~ SLOPE
PDINT ~ ~
7a4-334-4454. B ~ STREAM BED A
FOOTER ROCK ELEVATION 0° TO 30"
W PROFILE VIEW B-B'
~ Q - 5' MIN 5' MIN
N N J ,
A HEAD R LOG-
` z CLASS 1 STONE FOOTER LOG-= ~ ~
Q Q CHANNEL BED m FLOW ~
CLASS B STONE ' 1 3 MI ~ i
A
B A'
~ , t CROSS SECTION VIEdN
FOOTER ° '3 Y ROCK HEADER °8 ~
ROCK , 1
TYPE 2
FILTER 1-2 IX OF CLASS 1 & 2 PLAN VIEW ~ STONE
FABRIC 6 MINIMUM TOP OF STREAMBANK
SECTION A - A
FLOW
4 3
D ~ NT5 STREAMBED
p~ NTs
MAX POOL LOCATED
2/3 - 7/10 TOTAL
DISTANCE FROM UPSTREAM TOE Of RIFFLE TO DOWNSTREAM STREAM BED
TOE OF RIFFLE HEADER LOG FURNISHED
TYPICAL POOL SECTION RIFFLE
A MATERIAL -
ELEVATION POINT 3 BACKFlII;~ ' ' : ' : '
O FILTER FABRIC .
POOL ~ ~ FOOTER LOG
g°
° o o o a 5 ! ~ , ------4' MINIMUM
B ~o ~ B
TOE OF ° co °°c~~ SLOPE ~ o a ~c~ HEAD OF SECTION A- A'
NOTES:
~~a° RIFFLE ~a ° ~ 12" NOM. THICK 2" NOM. THICKNESS OF EQUAL PARTS 1. LOGS SHOULD BE AT LEAST 10 INCHES iN DIAMETER, RELAT1VEl.Y STRAIGHT,
° ~ NGTH OF RIFFLE TYPICAL TOE OF ~ CLASS A, B, ANI ;LASS A, B, AND 1 STONE OR ONSITE HARDWOOD AND RECENTLY HARVESTED.
RIFFLE HEAD OF TYPICAL ° ° ° ° SEE PRO LE MATER?AL AS AP RIFFLE TOP OF °g~4 ° ~ATER?AL AS APPROVED BY ENGINEER 2. TOP OF HEADER LOG MOULD BE SET AT SAME ELEVATION AS THE STREAMBED. 3. NAIL FILTER FABRIC USING 3" 10D GALVAN6ZED COMMON NAIL EVERY 2' ALONG THE LOG.
SECTION RIFFLE RIFFLE. BANK (TYP) ° ~ SEC110N ~®8 ° A o$ "000 A' 4. PLACE ROOT WADS AS CLOSE AS POS~BLE TO LOG WEIRS TO PROIECT AGAINST
~ d~ yoE ~r~ ~~8 ° s°®,~g~ GL CE HEAD flF BANK EROSION. tE POOL
~i~a ° 19"'0 0 d~P°d~P°o~Wo2~ o 0 0
a ' oo ° 8 0 ° 5 0 ° o 00 0 0 oo~ o 0
PLAN. VIEW F ° 0 0
pow SLOPE TRANSITION TO FORM HORSESHOE OF 5 -r-` 5' MIN I--
AND FROM THE MAXIMUM BED MATERIAL AT '
' RIFFLE POOL DEPTH VARIES A o ~ _ UPSTREAM AND
DOWNSTREAM RIFFLE , EXTENTS PLAN VIEW PROFILE A--A ~__A'
HEAD OF I RIFFLE ~ ~ ~ - RIFFLE
I~ POOL I
- - ToE aF ~ + ~ I-- SECTION ~-B
i. THE POINTS MOWN, E.G. HEAD OF RIFFLE, TOE OF RIFFLE RIFFLE AND MAXIMUM DEPTH OF POOL, ARE THE CONTROL POINTS USED MAXIMUM , ~ BIG CEDAR.
TO ESTABLISH THE PROFlLE. HOWEVER, THE CONTRACTOR POOL- HEAD OF TOP OF
SHALL CREATE SMOOTH TRANSl1TON5 BETWEEN DEPTH RIFFLE BANK CONTROL POINTS AS SHOWN ABOVE. B B CREEK
2. THE DOWNSTREAM HEAD OF RIFFLE ELEVAITON SHALL NOT EXCEED
THE UPSTREAM TOE OF RIFFLE ELEVATION. PROFILE VIEW
3. STREAM CROSS-SECTION SHALL TRANSITION DIMENSION 8 12" FROM THE TYPICAL POOL SECITON AT THE MAXIMUM POOL
DEPTH LOCATION TO THE TYPICAL RIFFLE SECTION DETAILS
I I ~I1 M
'i Chobfsl cdato Pro cts 109261 Desi n Plana DETAILS:dw Jan 31, 2011

_e
PROJECT REFERENCE N0. SHEET N0.
109261 D2
PROJECT MANAGER
o``'°u~CAR'''% CDM
1
D2 NTs 3 ROCK 1/A N E ~7! APPROVED BY s~a~.
SCOUR POOL 2 NTS NOTES FOR ALL VANE STRUCTURES: KLT
A (EXCAVATED) PER 1. BOULDERS MUST BE AT LEAST 4' X 3' X 2'. `~NG~N~~~' ~,.l~
NOTES, DIRECTION OF FLOW ENGINEER 2. EXTEND OWNWARD TIO THE DEPINAOF 1NEIN ONTO ,~,~~/~,iiit~~~o`,' .DATE
1. LOGS WITHOUT ROOT MASS MAY BE USED IF 1/3 BOTTOM WIDTH MINIMUM OF TEN FEET. 02~15~08
BANKFULL / BURYINT4 BED BANK APPROVED BY PROJECT ENGINEER. OF CHANNELCHANNEL 5 FEET OR GR ATER NATURAL. STONE A1. STONE ~ ~ 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCK
( TYPICAL) CLASS A-~ FLOW CLASS A ~ HEADER VANE ARM, BETWEEN THE ARM AND STREAM BANK
„ 20 3 12 DIAMETER ~ _ ROCK 4• START AT BANK AND PLACE FOOTER ROCKS FIRST 5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE ANI sM~~~,i~.
OR GREATER / PROTECT BANK 6. AN EXTRA BOULDER CAN 8E PLACED IN SCOUR P( 9447Saimrryon5treet
TH ROOTWADS BACKFlLL- _ 7. USE NATURAL STONE CLASS T TO FILL GAPS ON l ~ ~ ~ c~m~m,rtc 2sws STONE CLASS A TO FILL GAPS ON UPSTREAM SIDE
SEE DETAIL w , ~ 20' TO 30° (ON-SITE / ~ d ~ ~ 8. AFTER ALL STONE HAS BEEN PLACED, FILL IN IIiE Fa~:TOaaaa.easz ~ ~ ~ , ~ ~ ~ ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOF
r AI.LUVIUMj E CA ATE BANKFULL
P ~ r~~ 9. START SLOPE AT 1/2 TO 2/3 BANKFULL STAGE. c~ y ' ~ ~O.ONSITE MATERIAL MAY BE USED IF APPROVED 8Y THE ENGINEER.
P~ 1/2 TO 2/3 ~ BANKFULL. ~ A FOOTER
11E INTO FLOW z FILTER OPPOSITE o 4~ m FABRIC FOR ' ROCK
BANK ~ DRAINAGE NATURAL
STREAM BED 1-2, STONE TOP OF STREAM BANK CLASS t
A' (SEE SPECS) 1' BELOW MAX
RIFFLE WIDTH POOL DEPTH aT 1( IO' MINIMUM
OOTER LOG
SE SECTION A-A' WATER FLOW-? p,% TO 10% SLOPE ,
20°-3 • PROFILE VIEW ~ R P00L
STREAM BED ELEVATION r 1R.
s . n..
\ BURY INTO BED/BANK { BACKFILL ON-SITE ALLUVIUM
\ 5 FEET OR GREATER ( TYPICAL }
NO GAP NATURAL STONE CLASS A
BETWEEN NATURAL STONE CLASS 1
BOULDERS XCAV TE PROFILE VIEW
POOL BOTTOM WIDTH
POOL
P AN VIEW L
s~ FqM F
aE4 c0~,
R ~N
I ~G THALWEG 12 DIAMETER Q spy
OR GREATER Q
/ ~ , FLOW A
0
A'
FILTER FABRIC
{ TYPICAL }
PLAN VIEW
SECTION A - A LOG VAIN E
LOG BURIED D 2 NTS
BELOW STREAMBED
2 LOG WEIR
NTS TOP OF STREAMBANK
D2 23 BANKFULL
ELEVATION POINT ~,QTES FLOW ~I
1. LOGS SHALL BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
1 /3 HARDWOOD, AND RECENTLY HARVESTED. HEADER LOG i~------ 1/3 1RANSPLANTS B"~ANKFULL
2. TOP OF HEADER LOG SHALL BE SET AT SAME ELEVATION AS THE STREAMBED. STREAMBED BANKFULL
FI R FA RIC HALL BE NAILED USING 3 10d GALVANIZED COMMON NAIL AT 3 LTE B S TWO-FOOT SPACING ALONG THE LOG. ~ ~ . ~ . ~ .
_ . TOP OF STREAMBANK
~ TO ~ 20'-30' • ' . . ' . ~20'-30' FLOW /
. .BA•GKFILI, . SCOUR POOL '
• . • . . f,ILTEtt. FABRIC'
TI ~j~ STREAMBED ~~~4°~ / / V/ J TRANSPLANTS
TOP OF . STREAMBANK 3
p SCOUR POOL , ~ BOULDER 4 MINIMUM
FOOTER LOG BOTTOM o
BANKFULL I~-- -.-I STREAMBANK WIDTH 5ECTI4N A-A / ~ /
BOULDER (TYP)

RIPARIAN VEGETATION
PER PLANT1NG ~ ~ PLAN (TYP) LOG BURIED
.3 TIME N STREAMBANK AT LEAST 5' PROFILE WIEW
ANKFUL
P VI w WIDTH LAN E
NOTES;
1. LOGS SHOULD BE AT LEA; 2. SOIL SHOULE) BE COMPAC 1LD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED. iLE) BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. TRANSPLANI~ ARE PLACE N1S ARE PLACED ALONG THE TOP OF THE BANK OVER 1NE BURIED LOG VANE TO PRQTECT AGAINST
EROSION DURING NIGH f CT PERSON FOR MAINTENANCE DURING NIGH FLOWS.
CQNTA 5 MIN 5 MIN
KRISTI SUGGS
D
BAKER ENGINEERING INC. MICHAEL , PLAN VIEW B!G CEDAR
TRYON ST. STE. 200 x.447 S ,
CREEK
NC 28203 CHARLOTTE,
- 4-4454 704 33
DETA{~S
\\Chobfsl\cdata Projects\109261\Design\Plans\DEFAILS dwg Jan 31, 2011

PROJECT REFERENCE N0. SHEET N0.
1Q9261 D3
1 CONTACT PERSON FOR M AINTENANCE PRO~CT MANAGER
D3 NTS
KRISTf SUGGS ~liy,,
L MICHAE BAKER ENGINEERING INC. ~,~Q APPROVED BY
L BARE ROOT SHRI 1447 S, TRYON ST. STE. 2OO BUFFER AS SHO ARE ROOT SHRUBS AND TREES SHALL BE PLANTED ACROSS THE FULL 3UFFER AS SHOWN ON THE PLANS. ~ s Q~ ~ ~ K!T
BUFFER WIDTH VARIES 2. COMPACTED 5011 ;OMPACTED SOIL SHALL $E LOOSENED PRIOR TO PLANTING. r si
CHARLOTTE NC 28203 PG~NTS SHALL E ' SEE PLAN ALLOW THE Roc 'GENTS SHALL BE PLACED IN HOLES DEEP AND WIDE ENOUGH TO : F
PLANi1NGS 704-334-4454 a. RooTS SHALL BI DOTS SHALL BE KEPT MOIST B~ MEANS 0~ WETMCANVASJ BURLAPG ,,~'i~~/ ~`GlNE DATE
OR STRAW WHIL _ _ _ 5. PLANTS SHALL E )R STRAW WHILE DISTRIBUTING OR WAITING TO PLANT. ~ ~ ~~~~+wu~~~~~ 021 ~/08
PROMPTLY PLAN 'CANTS SHALL BE HEELED-IN TO MOIST SOIL OR SAWDUST iF NOT 'ROMPTLY PLANTED UPON ARRIVAL AT PROJECT SITE.
Mk:haei Baker Engineering, lna
TOP OF STREAMBANK 1447 SouOf TryonStreet Suite 200
M Charbtte, F~ 28203 Plrone 704.334.4164
Fax: [phone]
:
. BOTTOM OF CHANNEL CHANNEL
CROSS-SECTION VIEW
4 BRUSH MATTRESS ~ 2„~-
Q~
. „ ~ STAKES D 3 N TS U
S ° I~t DACKFIIL ANp COMPACT 14 GAUGE GALVANIZED WIRE SECURED TO
G" DEEP TRENCH SECURE UPPER LIFTS MINIMUM OF 35 BRANCHES I STAKES
TAKES IN TRENCH PATH EROSION LDWER LIFT PER SQUARE YARD S i' THICKNESS p' THICKNESS (rvP} (I INCH MAXIMUM DIAMETER} o
PR~O5ED MATTING (TIP) EDGE OF WATER DANKFULt (BASEFIOW) i
PROPOSED BANKFULI ELEVATION ` ELEVAAON TOE Of BANK BRANCHES TO BE
MIXTURE OF EQUAL ( PARTS NATIVE iMLLOW, ° FILL CAPS WITH TYPICA! STAKE ' ~ av-sITE solL
r `.v ~ ~ ° ° A R AN POPLAR. • • LDE D
~fw LIVE CUTTINGS (TYP) ~ 1. BOARD FOR STAKE SHALL BE 2A X 4~ X 3'
EMAED-`~•-AIIN ~ EROSION CONTROL Z MArnNC WRAPS MArnNC ROLL ~ DRIVE THE CUT ENDS
AROUND LIFT (TYP) tNO1H o , w " " EXISTING ANK ~ ~ s' INTO SOIL T TO 2 I
EXCAV TED t' LIFT (TIP) SUDCR E ~i o
i ° F ~ SLOPE PER TIPICAL ' FLOW ROODPLAIN _____w
I ~~/y/~, sECnoN L . 0.5 PROPOSED STREAMBED o v BENCH OR
OE OF BANK UN ISTURBED . f ,r., ~ TOP Of BANK.
EARTH Y `y~\\//\~~ ~ )~.J~..,.~`s, aa, o VAAi ~..7 ~ L~..
a A ~t \\/y s 7` JL?~';~- • ATtING SEAM LDCAnON PLAI\ PLAN. VIEW
`~\~VA/ ~zy't A~(~ 1~~ r ~ T 2 BEIOW~K STALL 6E ALTERNATED n.. ~ - QE 0 H N11H EACH LIFT STAKES
~~;y( %`:;~~.~t..I~JI~}C~CJ~.-' TOP OF BANK- MATCH BANK '
- ~ ~ "OVERLAP, SHINGLED IN OIREGTION OF FLOW SLOPE
GENERAL UNOISTURBEO BACKFlLI EARTH
15 (TYP) LIVE OR DEAD STAKE
NOTCHED FOR WIRE OR
CROSS-SECTfON PLAN VIEW ROPE NRTH MINIMUM 3' 3 FT LENGTH
CHANNEL BED
CROSS--SECTION VIEW
5 EROSION C~NTRQL MATTING
5 DARE CUT TO TOP OF STREAMBANK ~ EROSION CONTROL MATTING SHALL BE
' BUDS FACING UPWARD PLACED IN 6"x 6" INCH DEEP TRENCH, STAKED, ;ED, Q 3 N TS THE WOOD STAKE SHALL BE THE NORTH AMERICAN ER05ION CONTROL MATTING SHALL BE AMACHINE-PRODUCED
. D3 NTS BACKFILLED AND COMPACTED GREEN ECO-STAKE OR APPROVED EQUAL NTH THE MAT OF 100% COCONUT FIBER... WITH THE FOLLOWING PROPERTIES: FOLLON~NG DIMENSIONS:
uvE curnNc • " 2' TO 3' LENGTH TOP OF STREAMBANK LEG LENGTH 11,00 IN (27.94 CM) MATRIX tOO~ COCONUT FIBER
MINIMUM 1/2 DI EROSION CONTROL MATTING SHALL uIATTING SHALL BE HEAD WIDTH 1.25 IN 3.18 CM WEIGHT 20 or SY 678 m2
' toe of sio e " " P PLACED IN 6 x 6 {NCH DEEP TREP NCH DEEP TRENCH, STAKED, HEAD THICKNESS 0.40 IN 1.02 CM TENSILE STRENGTH .1348 x 626 Ib ft MINIMUM 1550.5 x 766.5 kg m
' BACKFILLED ANO COMPACTED )MPACIED LEG WIDTH .0.60 1N 1.52 CM TAPERED TO POINT' ELONGATION 34% x 38R~
LEG THICKNESS. 0.40 IN 1.02 CM OPEN AREA meosured TOTAL LEN TH THICKNESS 0.30 IN MINIMUM 7.6 mm
~ BOTTOM OF CHANNEL ANGLE CUT FLEXBILITY mg-cm 65030 x 29590
. 30 TO 45 DEGREES BOTTOM OF CHANNEL RECOMMENDED FLOW 11 feet second 3.35 m s
SIZE 6.6 x' 164 ft 120 SY or 100 SM "C" FACTOR 0.002'
~ . ~ . ~ LIVE STAKE DETAIL
--12»~-
2': STAKE.:WfTH NAjL ~ 1. BANKS SHALL BE SEEDED, LINED, AND FERTILIZED PRIOR TO PLACEMENT OF MATTING. ~
CROSS SECTION VIEW 2. EROSION CONTROL MATTING SHALL BE PLACED AND OVERLAPPED Qa~~ ACCORDING TO MANUFACTURER RECOMMENDATIONS.
6'-8' SPACING 3. MATTING STAKES SHALL BE PLACED BN A DIAMOND SHAPE PATTERN. - TRENCH 4. EROSION CONTROL MATTING (RCM) SHOULD ~ USED TO AID PERMANENT VEGETATED
CROSS-SECTION. VIEW , TOP OF STREAMBANK TOE OF SLOF STABILIZATION OF SLOPES 2:1 OR GREATER AND WITH MORE THAN 10 FEET OF VERTICAL RELIEF. - TOE OF SLOPE TOP OF STREAMBANK 5' ~iMED~IATE 6ROUNDSCOVERES REOUIREDA TO PREVENTE~OSION DAMAGE. AND WHERE 3'
• 2 -3 SPACING TRENCH
TOP OF STAKE (TYP) 6. MINIMUM OVERLAP IN THE HORIZONTAL
. . . ~ . STREAMBANK 1:.. 1: 1: 1. 1: 1 1 '.j • • . j • • . • j• ; PLAN VLEW 1:.. ~
~ ~ t t t ~ 1 t ~ t
' 4'. • ' • . : . j • . : • ~ PLANT STAKES FROM TOP OF BANK EROSION CONTROL MAINTENANCE TYPICA! MATTING STAKE
AN NA IMN SHP ~ ~ 1 1 1 1 1 . , TO TOE OF B K I D A 0 D A ED MATI1NG TO BE EXTENDED 1. INSPECT ECM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT f , . , TO TRENCH AT TOE OF SLOPE (1/2 INCH OR GREATER) RAINFALL EVENT. REPAIR IMMEDIATELY.
. STAGGERED PATTERN. TOE OF 1. 1 . ' 1 1 1 i ~1 1. • • 1 • ~ NQ7ES SLOPE 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND
' I. STAKES SHALL BE CUT AND INSTAL DON THE SAME DAY. ~ ~ 1 1. ~ 1 1... I, . LE ~ EROSION MUST NOT OCCUR BENEATH THE ECM. 3. ANY AREAS OF THE ECM THAT ARE DAMAGED OR NOT IN CLOSE p E D A p
' 2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED 1 i 1 i.' 1. 1. ~ ~ . AND NOT USED FOR CONSTRUCTION. ~ CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLER. D V l~ f~ - 4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, C R E E I"~
3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD. 1 1 . THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK. 1. 1 1 . 1 . I . _ I 1 . , TOE OF SLOPE - PROTECTED.
5. STAKES SHALL BE I/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG. 6. STAKES SHALL BE INSTALLED WITH 1/5 OF STAKE REMAINING ABOVE GROUND. 5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND
PLAN VIEW 7. 80~ OF STAKE SHALL BE BELOW GROUND. COVER 15 ESTABLISHED.
PLAN VIEW
DETAILS
\\lunaQtsi\caata\rrojects\iuyzoi\uesign\rions\utiruw.awg Jan a], zun

PROJECT REFERENCE N0. SHEET N4.
109261 D4
3 C O N S TR U C TI O M E N TR A I\I C E PROJECT MANAGER
2 4 N TS o ~~ti`%
~~~+`~~1~+~~R ~~~r~i CQM
1 4 D NTS ~ ~oEESS?O,~ • APPROVED BY
D4 NTS 4 ~ ~
i ~ 027337 K LT
WOOD MAT ~MG(Nti~~ ~
LASS B STONE r • 'si~arHi~ wt~ti©~`~ DATE
12° THICK CLASS A RIPRAP 02/15/08
PUBLIC ROAD
C~
- - - - - _ =~1=~I~= Mkhael Baker Engi~rir~, Nw.
FILTER FABRIC - - - _ - - _ a ~ I=1 I I-III-i 11=1 I I_ =1 I i=f I I=1 11=1 11=I I I_ t ~ Tryvm Street
?1=1 I ICI I ICI I hI I I-1 I I-_ _=1 I I-1 I hI I I-1 I i-1 I I-1 I i_ 0 0 1 10' MIN. rrP I I=II I=1 11=III=III=1 I I=III= - =III=111=III=III=1 ! 1=III=1 I, ~ Charloite; NC 28263 0 0(~~0 ~ ~ phon~~oaaaa.aasa
0 0 3 -III=III=J I I=II I=1 I f=III=1 11=III=III=III=III=III=III=III=III=III=III=III=1 I I=1, ~j faz: 764.334.4492
~~-,~i=IIIPI--=Imo`--I~====_____ ..I I III III I I III III III I I I I I_I I I_I I I_I I I_I (I_I I I_I I I_i I I_I I I_~ i i=1 I I~l I hI 11=l I hI I I-1 I hI I LEI I I.II I-1 I I-1 I ICI I I-1 I I-1 I hI I I-
,~~-~~~=III- - _ _ _ -1(I=~~i=iii=i~I=~~~-~~~-~~~ ~ - R^4p o° R-4
.Ill, III_III ;,III-Ill i~ ~n , 0 °o0°°a'o
MAINTENANCE NOTES: o° 54' MINIMUM
o~0 1. MAINTAIN THE GRAVEL PAD fN A CONDITION TO PREVENT MUD OR SEDIMENT ~ FROM LEAVING THE CONSTRUCTION SATE.
PROFILE VIEW 1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW. ~~oo THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS. 2. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO 1RAP SEDIMENT
3. MINIMIZE CLEARING AND fXCAVAT10N OF STREAMBANKS. AND CLEAN IT OUT AS NECESSARY. ° 3. IMMEDIATELY REMOVE ALL OBJECTIONABLE
DO NOT EXCAVATE CHANNEL BOTTOM. 4. LINE STREAMBANK AND ACCESS RAMP AREA WITH MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
NON-WOVEN FILTER FABRIC.
5. INSTALL STREAM CROSSING AT RIGHT ANGLE TO THE FLOW. 6. TRANSPLANT SOD FROM ORIGINAL STREAMBANK ONTO SIDE
SLOPES FOR LATER USE. MINIMUM
7. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD DOES NOT ENTER EXISTING CHANNEL. I
8. STABILIZE AN ACCESS RAMP OF CLASS B STONE PUBLC ROAD 6° MINIMUM THICKNESS
TO THE EDGE OF THE MUD MAT. ~ + - - - - - - - ~ - - ~ - - - - - - 9. THE WOOD MAT SHALL BE OF SUFFICIENT SIZE AND WIDTH 70 i OF 2'-3' WASHED STONE
SUPPORT THE LARGEST VEHICLE CROSSING THE CHANNEL.
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED, RECOMMENDED AT A 5:1 SLOPE.
11. INSPECT TEMPORARY STREAM CROSSINGS AFTER RUN-OFF PRODUCING RAINS TO CHECK FOR BLOCKAGE IN I ~~'o ~~~o ~o ~
CHANNEL., EROSION ~ ABUTMENTS, CHANNEL SCOUR, RIPRAP DISPLACEMENT, OR PIPING. MAKE ALL I
REPAIRS IMMEDIATELY TO PREVENT FURTHER DAMAGE TO THE INSTALLATION. TYPE 2 FILTER FABRIC
FOR DRAINAGE
4 SILT FENCE
NTS ~ ~ . ~ ~ ~ . ~ _,_..r. ~ - - - - - - - ~ ~ ~ - - - ~ .
4
6' MAX
5
~;Y ROCK CHECK DAM
D4 NTS
18"-24"
\ /i~/i~/i~/i~/i~/i~ ,/i~r ~~/i~/~~/~\//i //i//\//\//\//\//\//\ ~ FLOW FLOW
z z Q
FILTER FABRIC ~ m
w a w
N CONSTRUCTION AREA TRUCTION AREA UPSTREAM ~
FILTER FABRIC ~r STONE CLASS A
STILLING BA STILLING BASIN (2 FT. MAX DEPTH)
COMPACTED FILL (2 FT. MAX DI
XISTING FILTER FABRIC
GROUND
i\\j\\j\\j\\j\\j\\/\ . \\j\\j\\j\\j\\/\\j\~ - _ -
A 2' MIN 8
AEI '[~N ~E NOTES: 4 TEEL POST SHALL BE 1. INSPECT CHECK DAMS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 1 2 INCH OR BOULDERS OR CLASS I/II
INSTALLED TO 2 GREATER RAINFALI. EVENT AND REPAIR IMMEDIATELY. TI HA EXI511NG CHANNEL
DEPTH BELOW GROUND ~ EXI5 NG C 2. ANTICIPATE EROSION AROUND THE EDGES OF THE DAM, CORRECT ALL DAMAGE IMMEDIATELY.
3. REMOVE SEDIMENTS BEHIND DAMS WHEN ACCUMULATION REACHES 12 INCHES. EXTENSION OF 4. PERSON TO CONTACT FOR MAINTENANCE ISSUES:
INSTALLATION NOTES: PLAN VI~ PLAN VIEW
1. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM FABRIC INTO JAMES A BUCK THE ILT FENCE. TRENCH 1447 S. TRYON ST., STE 200 S CHARLOTTE, NC 28203
2. ATTACH THE FABRIC TO EACH POST WITH THREE TIES PH: 704-334-4454
WITH THE TOP TIE WTH1N 8" OF THE TOP OF THE FABRIC. 3. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND
THE END POSTS AND SECURE WITH 3 TIES. 2'
4. NO MORE THAN 24 INCHES OF A 36-INCH FABRIC IS , }
ALLOWED ABOVE GROUND LEVEL. 1 5. CONSTRUCT THE FLTER FABRIC FROM A CONTINUOUS FLOW---~? 2
ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS.
WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH 1 ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 1/2 BANKFUIL
MAXIMUM DEPTH
~N~AL NOTES 1. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
FENCE WITH A MINIMUM OF 14 GAUGE AND A MAXIMUM MESH SPACING ~ 6 INCHES.
MAINTENANCE NOTES: CLASS A STON FILTER F 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. FILTER FABRIC
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR CONTACT PERSON FOR MAINTENANCE BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOIUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. KRI TI SUGGS CROSS SE( S CROSS SECTION
TAKE CARE TO AV01D UNDERMINING THE FENCE DURING CLEANOUT. 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
MICHAEL BAKER ENGINEERING INC. BRING THE AREA TO GRADE AND STABILIZE 1T AFTER THE CONTRIBUTING DRAINAGE ~ BIG CEDAR
AREA HAS BEEN PROPERLY STABILIZED. 1447 S. TRYON ST. STE, 200
CREEK
CHARLOTTE NC 28203
704-334-4454
DETAILS
L:\Projects\109261\Design\Pians\DETAILS.dwg Jon 31, 2011

PROJECT REFERENCE NO. SHEET N0.
10926.1• D5
PROJECT MANAGER
,~~O~~H~ CAR iii CDM
2~ 0l~H ~~s ~tcSSlp ~
DOUBLE D OP R ROCK. CROSS VANE N X40 APPROVE© BY SEAL _
2 TYPICAL PUMP AR4 SIP AROUND OPERATION ~ o~~a3~ KLT
NTS _ D5
26 ~HGIN~~~ a,,,s
s~~~~ri iii?~~~0,', DATE
F _ W .n__ Q2/15/08
3 ~ ~ CLASS (STONE ('1 0 .r~ ~
A , fi' , ~ CLASS A , t' 10' MIN CHANNEL 8ED CLASS I RIPRAP SPLASH PAD ;A ; Y STONE -?I~
,t m L ON-51TE CHANNEL A A' Michael Baker Enginexing, 9~c. :1447 SouA~ Tryon Sheet
.r ALLUVIUM ' ~ _ - ~ ' - tNi-SITE ALLUwuM SPECIAL STILLING BASIN STILLING BASIN {SEE ~ ~ Saite2~
k-„_-"_-'~-„-~ tYPE 2 FlLTER PROJECT '~ECIAL PROVE ~ ~ FABRIC , '~ECIAL PROVISIONS) ~gUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND ~ c~a~, we PMne:704.334.4434 i, INSTALL SPECIAL STiLUNG BASINS AT THE DOWNSTREAM END OF THE PaX`'oa.~a"44sa
I 1 (NON-WOVEN) 8 MINIMUM , DESIGNATED PRO~CT WORKING AREA.
/ , OULDER, 4 X3 x2 MIN. e~ 2. THE CONTRACTOR WILLiNSTALL THE PUMP AROUND PUMP AND THE
i ~ ` I S SECTION A - , A TEMPORARY PIPING THAT WILL CONVEY THE BASE FT.OW FROM
EWATERING PUMP NATERING PUMP UPSTREAM OF THE WORK SITE. 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS
FOR STREAM DIVERSION. 4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS
0 GAPS 7.5' B' BETWEEN IF NEEDED TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE
80ULDERS ~,g STRUCTURE DIMEN~ON5 FOR THIS PURPO~ SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL FLOW INTO A SPECIAL STILLING BASIN.
L ft 56 5. THE CONTRACTOR N9LL PERFORM STREAM RESTORAl1ON WORK IN
S ft 6TOa F F de 2 ACCORDANCE YWTH THE PLAN ANO FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
POOL TO BE W ft i, EXCAVATED PER G 8 8 6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND
PROFlLE DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE. REMOVE i
TEMPORARY IMPERVIOUS D?kES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING 4TH THE DOWNSTREAM DIKE F1RST.
IMPERVIOUS DIKE FLEXIBLE 7. ONCE THE WORKING AREA IS COMPLETED, REMOVE THE STILLING BASINS
HOSE AND STABILIZE DISTURBED AREAS WITH SEED AND MULCW.
TOP OF BANK HEADER
XISIING _ B RocK, St.OPE slu Roars TG CHANNEL 1. EXCAVA110N SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL. 2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
3/4 OF BANKFULL HEIGHT - STREAM FLOW.
FLOW G 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN GAN BE STABILIZED IN CIE WORKING OAY.
STREAM BED _ WORKING AREA THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY 6.0 CFS FOR
ELEYATK)N - FOOTER TYPE 2 FlL1ER WORKIN CLASS A STONE ROCK FA~tIC (NON-WOVEN) MAINSTEM. 5. THE PUMP AROUND PUMP SHOULD ADEQUATELY CONVEY 1.5 CFS FOR
CLASS 1 STONE HARRIS TRIBUTARY.
PROFILE VIEW B-B' 6. PROVIDE STABILZED OUTLET TO STREAM BANK.
CROSS VAN STRU ~ NO ~
1. BDUIDERS MUST BE AT LEAST 4' X 3'x2'.. TEMPORARY 2. FlLTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER ROCKS AND PIPING
EXTEND DOWNWARD TO THE DEPTH OF THE 80TTOM FOOTER ROCK, AND THEN UPSTREAM
FOR A MINIMUM OF SiX FEET. 3. A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FlLL SHAD ~ PLACED
ON THE UPSTREAM 51DE OF PANE ARM, BETWEEN 1HE ARM AND STREAM BANK. 4. STARTING AT BANKFULL, FOOTER ROCKS SHAH BE PLACED FlRST AND 1HEN HEADER ROCKS. SANDBAG/STONE
5. SIRUCNRE SHALL BE CONSTRUCTED FOLLOWING ANGtE AND SLOPE SPECIFlCATIONS. 6. AN EXTRA 80ULDER, MAY 8E PLACED !N SCOUR POOL FOR HABITAT IMPROVEMENT, PER BASEFLOW
ENGINEER'S DIRECTION. 7, CLASS 1 RIP RAP -SHALL BE USED. TO FlLC GAPS ON UPSTREAM ODE OF BOU[t1ERS. CLASS A WORKING
'RIP RAP SHALL BE USED TO FlLt GAPS ON UPSTREAM SIDE OF STONE CLASS i. 8. AFTER ALL S10NE HAS BEEN PLACED, iNE UPSTREAM SSE OF THE STRUCIURE SHALL BE AREA FLOW
FILLED WITH ON-SITE'ALLUVIUM TO THE ELEYATK~! OF 1HE TOP OF THE HEADER ROCK.
IMPERVIOUS SHEET
~ .r. ~ ~ _
IMPERVIOUS DCKE
IMI IMPERVIOUS DIKE
3 J HOOK LOG VANE WLTH DRIP NTs
D5 PUMP AROUND PUMP C~
\0~ ~~o~
1/3 sDTTOM
WIDTH OF
CHANNEL SPECIAL STILLING BASIN TOE OF BANK 1 2 TO 2 3
~ ~ BANKFULL
FLOW HEADER ROCK LEAVE 1 - 2 EXISTING GROUND
~ GAPS
FLOW G 12° MIN. CLASS A STONE TOP OF
TQE OF `_,Jt____ STREAM BANK
BANK STREAMBED -.ELEVATION - ~ PROVIDE STABILIZED OUTLET
A BACKFlLL (ON-ATE ALLUVIUM T4 STREAM BANK 0 0 ~ f
OR N0. 57 STONE} FOOTER ROCK FILTER FABRIC FOR
A CLASS A STONE DRAINAGE TYPE 2 B SCOUR Pt?OL (NON-WOVEN) L-
CLASS 1 STONE (EXCAVATED} 15' TO 20' - 95' MIN
PROFILE VIEW
CLASS A STONE HEADER
1 L ROCK
5 MIN 1!
STREAM BED BACKFILL (ON-SITE ALLUVIUM
SCOUR OR N0. 57 STONE ~ ~
POOL ) ) FILTER FABRIC ~

SCOUR POOL EXCAVATED PER. DIRECTION OF ENGINEER FOOTER
10' MIN ROCK
CLASS 1 STONE PLAN VIEW
KQj~S A~.L Vp~NE STRUCTURES: SECTIQN A - A
1. BOULDERS MUST BE AT LEAST 4' x 3' x 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE
S BOTTOM FOOTER ROCK, AND THEN UPSTREAM FOR A MINIMUM ~ TEN
FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM SIDE ~ VANE ARM, BETWEEN THE ARM'AND STREAMBANK.
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN CONTACT PERSON FOR MAINTENANCE
HEADER ROCKS. 5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE. -
SPECIFICATIONS. KRISTI $UGGS BfG CEDAR
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT
IMPROVEMENT. L BAKERfNGINEERING INC. MICHAE , 7. USE CLASS 1 STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, CREEK
ARM M ACC A CTf1RIC TA Clf 1 PAfYC AAI lIOCTOCAI! CTC AC /N ACC i . • w Tf1? i/\ ~ , wT wT,~ w ww
Mru ~.tn~~ n aivi~c v riu unro vrv vr~mcnm aiu~ Vf 4Ln77 144/ 'i I ttYUIV J 1.1 J I t. zuu STONE.
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE
OF THE STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE CHARLOTTE, NC 28203 DETAILS
TOP OF THE HEADER ROCK. 704-334-4454
L•\Projects\109261\Design\Plans\DETAILSdwg Feb 03, 2011