201902441 Ver 1_07c_WBRR PHASE 3 Plans 2022-1011_11x17_20221115

GENERAL NOTES:
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM BED WORK, INCLUDING ALL
IN -STREAM, GRADING BANK STABILIZATION, AND IN -STREAM STRUCTURES ON A SECTION
OF STREAM THAT CAN BE ENTIRELY STABILIZED BEFORE MOBILIZING TO A NONADJACENT
REACH OF PROPOSED CHANNEL IMPROVEMENTS.
EVERY EFFORT SHALL BE TAKEN TO MINIMIZE DISTURBANCE GAINING ACCESS TO/FROM
THE WORK AREA.
THE GRADE LINE ELEVATIONS SHOWN DENOTE THE FINISHED ELEVATION OF THE
PROPOSED OR FUTURE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS
DIRECTED BY THE DESIGNER IN ORDER TO SECURE A PROPER TIE-IN, SAVE TREES OR
TO CREATE A MORE "NATURAL" APPEARANCE. NOTE, FINISHED GRADE ELEVATIONS AS
SHOWN IN THE PLANS INCLUDE PLACED TOPSOIL AS DESCRIBED IN THE PLANTING NOTES
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT
OTHER THAN THAT PROVIDED IN THE BID MANUAL. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAKING HIS OWN SUBSURFACE INVESTIGATIONS AS THEY RELATE TO
THIS PROJECT,
SITE/EASEMENT:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGED ITEMS DURING
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXISTING ROADS, FENCES, SIDEWALKS,
LANDSCAPING. CURB AND GUTTER. SEWER LINES. MANHOLES. ETC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPROVEMENT TO THE ROAD
CONDITION, GATES, SIDEWALKS, CURB AND GUTTER, SEWER LINES, MANHOLES AND
FENCES. REQUIRED FOR ACCESS DURING CONSTRUCTION.
ANY DRAINAGE TO PUBLIC INFRASTRUCTURE IN THE VICINITY OF THE TEMPORARY
CONSTRUCTION ENTRANCE/EXIT SHALL BE REPAIRED TO THE SATISFACTION OF THE
OWNER. THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT SHALL BE REMOVED AND
RETURNED TO THE ORIGINAL CONDITION OR BETTER AT THE END OF USE.
STAGING STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS ACCESS AND
STAGING AREAS. THE CONTRACTOR SHALL ESTABLISH STOCKPILE AREAS ALONG THE
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK, ALL STOCKPILE AREAS MUST BE
INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE DESIGNER, ADDITIONAL
STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS, SILT FENCE
SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE STAGING
AND STOCKPILING AREAS.
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL NOT BE RAISED
AS PART OF THIS PROJECT UNLESS SHOWN. ANY EXCESS MATERIAL MUST BE
TRANSPORTED OFFSITE TO AN APPROPRIATE DISPOSAL AREA.
MATERIALS
THE UPPER 6 OF TOPSOIL SHALL BE SAVED FROM THOSE AREAS THAT WILL BE
DISTURBED BY EXCAVATION, FILL, HAUL ROADS, OR COMPACTION EQUIPMENT, TOPSOIL
SHALL BE KEPT SEPARATE FROM ANY SITE SPOIL UPON COMPLETION OF
CONSTRUCTION, TOPSOIL WILL BE SPREAD OVER AREAS TO BE PLANTED. SEE PLANTING
NOTES FOR ADDITIONAL INFORMATION.
STREAM BED MATERIAL, DEEMED SUITABLE BY THE DESIGNER, SHALL BE SAVED FROM
AREAS OF THE EXISTING STREAM THAT WILL BE IMPACTED BY CONSTRUCTION. THESE
AREAS WILL BE FLAGGED BY THE STREAM DESIGNER PRIOR TO THE CONSTRUCTION OF
THE PROPOSED STREAM, EXCAVATED BED MATERIALS, (le, GRAVEL ROCK AND COARSE
SAND) WILL BE UTILIZED IN CLOSE PROXIMITY TO THEIR LOCATION OF EXCAVATION, AND
WILL NOT REQUIRE EXTENSIVE HAULING. THIS EXCAVATED BED MATERIAL WILL BE USED
IN THE STREAMS RIFFLES AND IN —STREAM STRUCTURES,
THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL BE CONSIDERED
SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE ITEMS LISTED ABOVE.
APPROPRIATE AMOUNT OF SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER USE AS
BACKFILL.
OTHER SITE SPOIL SHALL BE LEGALLY TRANSPORTED OFFSITE,IT IS THE CONTRACTOR'S
RESPONSIBILITY TO ENSURE THAT THIS ACTION IS CONDUCTED UNDER AN EROSION
CONTROL PERMIT. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA LAND
QUALITY SECTION'S MOORESVILLE REGIONAL OFFICE AT [phone] BEFORE ANY
SPOIL IS TRANSPORTED OFFSITE. CONTRACTOR WILL BE REQUIRED TO INFORM THE LAND
QUALITY SECTION OF THE LOCATION AND METHOD OF OFFSITE SPOIL DISPOSAL, ALL
PERMITS REQUIRED FOR THE OFFSITE DISPOSAL OF SITE SPOIL IS THE RESPONSIBILTY OF
THE CONTRACTOR.
CONSTRUCTION SURVEY:
THE STREAM CENTERLINE, BREAK LINES SHOWN, CUT AND FILL LINES, AND LIMITS OF
DISTURBANCE SHOULD BE SET AND STAKED PER THE DRAWINGS. UPON COMPLETION OF
THE CONSTRUCTION STAKING THE DESIGNER MUST INSPECT AND APPROVE THE STAKING
BEFORE CONSTRUCTION CAN BEGIN. THE DESIGNER RESERVES THE RIGHT TO ADJUST THE
LOCATION OF THE PROPOSED STREAM CENTERLINE, BREAKLINES, CUTLINES OR ANY HAUL
ROADS.
TREE PROTECTION:
TREES GREATER THAN 6" DBH OUTSIDE THE CUT LINE ARE NOT To BE REMOVED
WITHOUT THE ENGINEER'S APPROVAL, UNLESS THEY ARE MARKED IN THE PLANS.
CONTRACTOR SHALL PREVENT DAMAGE TO TREES TO REMAIN. IN THE EVENT OF
DAMAGE, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
+ REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING THEM WITH TREE
PAINT SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
+ REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA, TAPER THE
CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR
MAIN BRANCH. USE A SEPARATE CUT TO AVOID PEELING BARK FROM HEALTHY
AREAS OF THE TREE.
REFER TO THE RODEO EROSION CONTROL MANUAL FOR MORE INFORMATION.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE
WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). WORK IN THE RIGHT-OF-WAY OR
STATE SYSTEM STREETS MAY REQUIRE ADDITIONAL TRAFFIC CONTROL PROVISIONS, REFER
TO NCDOT WORK ZONE TRAFFIC CONTROL PROGRAM, MUTCD AND NODAL STANDARD
DRAWINGS.
EROSION CONTROL:
TOTAL AREA DISTURBED - 21,2 ACRES
SOIL TYPES: MONACAN (Mo).
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN
ACCORDANCE WITH STATE EROSION CONTROL REGULATIONS.
THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION
ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH
APPLICABLE NCDEQ EROSION AND SEDIMENT CONTROL REGULATIONS, THE CONTRACTOR MAY
ADJUST LOCATION OF HAUL ROADS AND SILT FENCE AS NECESSARY AFTER SUCH PROPOSED
CHANGES HAVE BEEN APPROVED BY THE DESIGNER.
ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL
AND STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL
PERMIT,
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE PROJECT SITE
AND FOR RECORDING DAILY RAINFALL AMOUNTS DURING CONSTRUCTION.
SILT FENCE 5H OULD BE LOCATED BETWEEN THE HAUL ROAD AND STREAM WHERE HAUL
ROADS ARE LOCATED NEAR A SECTION OF STREAM THAT WILL NOT BE WORKED ON AS
PART OF THIS PROJECT.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED FOR MAINTENANCE ISSUES
AFTER EVERY RAINFALL, THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE
LOCAL OR NCDEQ EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION,
CONSTRUCTION SEQUENCE:
1, STAKE THE STREAM PER SPECIFICATIONS..
2, THE CONTRACTOR SHALL INSTALL THE EROSION CONTROL MEASURES, THE CONTRACTOR
SHALL CLEAR ONLY AS NECESSARY TO INSTALL THESE ITEMS, AND SHALL NOTIFY THE
PROJECT ENGINEER WHEN INSTALLATION OF THESE ITEMS IS COMPLETE FOR INSPECTION
BY THE LOCAL EROSION CONTROL INSPECTOR,
3. WHERE PROPOSED CHANNEL GRADING IS TO BE PERFORMED, EXCAVATE AND STORE
DESIGNATED TOPSOIL, CHANNEL BED MATERIAL, AND TREES THAT CAN BE UTILIZED FOR
CONSTRUCTION OF IN —STREAM STRUCTURES, INCLUDING LOG VANES, JOG J—HOOKS, LOG
RIFFLES, AND TOE WOOD. CLEAR THE LOGS, BRUSH, TREES AND SHRUBS INSIDE THE
CUT LINES. NO TREES OUTSIDE OF THE DESIGNATED AREAS OF EXCAVATION GREATER
THAN 6" DBH ARE TO BE REMOVED WITHOUT DESIGNER'S APPROVAL, SHRUBS AND
TREES THAT ARE TO BE TRANSPLANTED SHALL BE MARKED. THESE SHRUBS AND
TREES SHALL BE SAVED FOR TRANSPLANTING AND STOCKPILED. ALL SHRUBS AND
TREES MARKED TO BE TRANSPLANTED SHALL BE REMOVED ENSURING THAT THE ROOT
MASS IS INTACT.
4, CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION
CONTROL MATTING, LIVE STAKING, MATERIAL TRANSPLANTS (INCLUDING BED MATERIAL),
AND STRUCTURES, THESE SHALL BE APPROVED BY THE DESIGNER PRIOR TO DIVERTING
STREAM FLOWS INTO THE NEW CHANNEL.
5. THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP To FINISHED
GRADE.
6, INSTALL PLANTINGS ACCORDING TO THE PLANTING PLANS.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS, ALL DISTURBED AREAS THAT ARE NOT
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY
UTILITIES:
IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT
SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
ACCEPTANCE.
CORRIDOR.
CONTRACTOR SHALL PROVIDE GROUND STABILIZATION ON PERIMETER AREAS AND EXPOSED
UNDERGROUND UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE
SLOPES GREATER THAN 3:1 WITHIN 7 DAYS AND WITHIN 14 DAYS IN ALL OTHER AREAS,
APPROPRIATELY PROTECTED OR BRIDGED TO PREVENT DAMAGE, THE CONTRACTOR
CONTRACTOR TO LIMIT CLEARING TO 1,000 LF PRIOR TO COMPLETING BANK GRADING
SHALL FURNISH ALL PROTECTION CROSSINGS REQUIRED FOR ALL UTILITY CROSSINGS.
AND/OR STABILIZATION. LIMIT REMOVAL OF TREE STUMPS PRIOR TO INITIATION OF BANK
PROTECTION CROSSINGS SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING
GRADING.
UTILITIES.
IN THE AREA OF THE DUKE HIGH TRANSMISSION LINE, CONCRETE BARRIERS SHOULD BE
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 21
PLACED AROUND THE TOWER (NO CLOSER THAN 10') TO PROTECT THE TOWER,
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO
LONGER NEEDED, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED TO ANY UTILITY
FURTHER EROSION AND SEDIMENTATION,
LINES DURING THE CONSTRUCTION PROCESS.
CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND DRAINAGE SYSTEMS
FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT ALL TIMES. WHERE SEDIMENT IS
TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL
AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS
MANNER.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS, WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN
COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR
THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL TEMPORARY SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT
SI TE,
ALL HAUL ROAD LOCATIONS ONSITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING
TREES LARGER THAN 6' DBH. THE FINAL STAKING OF THE HAUL ROADS SHALL BE
APPROVED BY THE DESIGNER BEFORE CLEARING COMMENCES.
CONTRACTOR SHALL ONLY CROSS STREAM AT STABILIZED CROSSINGS AS SHOWN IN PLANS,
CONTRACTOR TO COORDINATE WITH NCDEQ IF ADDITIONAL CROSSINGS ARE NEEDED,
SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, TEMPORARY SILT CHECK DAMS, SEDIMENT
BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS
A FIRST STEP IN ANY LAND —DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
UPSLOPE LAND DISTURBANCE TAKES PLACE,
STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING
ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO
CONTROL EXCESS SEDIMENT. IF DETERMINED TO BE NECESSARY BY THE DESIGNER.
GENERAL SEQUENCE:
THE CONTRACTOR SHALL CONSTRUCT NEW CHANNEL SECTIONS TO A STABLE FORM BEFORE
MOVING OUT OF THE WORK AREA, A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO
THE COMPLETE INSTALLATION OF IN STREAM STRUCTURES, EROSION CONTROL MATTING, AND
TEMPORARY VEGETATION,
PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF
CONSTRUCTION IS PERFORMED DURING THE SEASON SPECIFIED IN THE DRAWINGS AND
SPECIFICATIONS. PERMANENT VEGETATION SHALL BE INSTALLED DURING SPECIFIED PLANTING
SEASONS.
THE CONTRACTOR SHALL FOLLOW OSHA GUIDELINES AND UTILITY OWNER GUIDELINES
WHEN WORKING NEAR UTILITIES.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE —CALL CENTER" BY DIALING 811 OR
1-800-632-4949 BEFORE DIGGING.
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ImMTING LEGEND
TEXT LEGEND:
BFP - BACK FLOW PREVENTOR
BDP - BARDFORD PEAR (TREE)
BRC - BIRCH (TREE)
CATV - CABLE TV BOX
CB - CATCH BASIN
CONC. - CONCRETE
CO - CLEAN OUT
DB - DEED BOOK
DI - DROP INLET
FIR - EXISTING IRON ROD
ELEV - ELEVATION
EMM - EXISTING METAL MONUMENT
EN - EXISTING NAIL
EU - END UNKNOWN
FES - FLARED END SECTION
LIFE - FINISH FLOOR ELEVATION
FH - FIRE HYDRANT
GDP - GUARD POST
GDR - GUARD RAIL
GM - GAS METER
GMKR - GAS MARKER
GP - GUY POLE
GR - GATE
GV - GAS VALVE
GW - GUY WIRE
HVAC - HEATING/COOLING UNIT
INV - INVERT
MA - MAPLE (TREE)
MB - MAP BOOK
MBX - MAILBOX
NIR - NEW IRON ROD
PB - POWER BOX
PG - PAGE
PP - POWER POLE
RCP - REINFORCED CONCRETE PIPE
TB - TELEPHONE BOX
WM - WATER METER
LINE LEGEND:
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RIGHT-OF-WAY (NOT SURVEYED)
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0 15 30 60 = 9�• ,ice e
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kmowwhats below.
Call before you dig,

31'
PROPOSED GROUND,
BANK
HEAD OF RIFFLE
[
PROTECTED PER MATTING DETAIL
SEE PLAN AND PROFILE
SHEETS FOR ELEVATION
�' IIIIIIIII—III—
TAIL OF RIFFLE
St1'.1: k3.F.nllil S[i f:OliAi Y'
Q�P —III=III=III=III=III=III
RIFFLE GLADE RiF LE SEE PLAN AND PROFILE
QUO =III=III=III=III=III=III
DEPTH SHEETS FOR ELEVATION
3BASE FLOW "-6" ABOVE
50 _=
IIII IIII IIII
IIIIB-B
POOL - I
_ _ =
RIFFLE MATERIAL
OIF
O
III —III
III=III
—
SECTION
EXTEND RIFFLE ABOVE TOE OF
SLOPE EQUIVALENT TO 25%
I\
^\
O
APPROXIMATE BASE _ _ _
IF HEIGHT
(RIFFLE SECTION)
TOP OF BANK
BANKFULL DEPTH OR 0.3' MIN.
FLOW WATER LEVEL
'>
_ _ O
O
THALWEG
RIFFLE
-
E
_ III —III
_11
DEPTH ,
-
WELL -GRADED MIX OF
-
• _
RIP -RAP (SIZE PER TABLE)
12" THICK
AND EARTH MATERIAL MIX
III
SHALL BE AT GRADE AND
FLUSH WITH BANK
III
TOE OF SLOPE
RIFFLE
MATERIAL
PROPOSED GROUND, BANK
RIFFLE
RIFFLE SECTION
PROTECTED PER MATTING DETAIL
TTOM WIDTH
COIR FIBER MATTING, EXTEND 1.C' BELOW TOE OF
SLOPE UNDER THE RIP RAP AND ANCHOR AT TOP
OF BANK PER MATTING DETAIL
IIIIII—III
P
Q IIIIIIIII=III=
PLC IIIIIIIIIIII=III=III
IIIIII=III—
3.-6. ABOVE = =
BASE FLOW
SECTION A —A
DISTANCE
ALONG TOE EXTEND RIFFLE
—III
A ALONG TOE (TYR)
BANKFULL
APPROXIMATE BASE
O 11
O HEIOHT
00
FLOW WATER LEVEL
(POOL SECTION)
TOE OF SLOPE
IIII
FLOW
12" THICK
WELL -GRADED MIX OF
O
RIP -RAP (SIZE PER TABLE)
HEAD OF RIFFLE TAIL OF RIFFLE
AND EARTH MATERIAL. MIX
SHALL BE AT GRADE AND
FLUSH WITH BANK
TOE OF SLOPE
BANKFULL
POOL SECTION
PLAN VIEW
o _;
O
NOTES,
NOTES.
1. MAJORITY OF BRUSH SHOULD BE 0.5-2.0" IN DIAMETER AND NO LARGER THAN
1. ROCK TOE TO BE PLACED ON TOP OF COIR MATTING
6" AND EXTEND INTO THE BANK 2 FEET ON EACH SIDE. WOODY MATERIAL
SHALL BE VARYING DIAMETER TO ALLOW MATERIAL TO BE COMPACTED.
-
2. PLACE LOGS AND WOOD DEBRIS WITH MINIMAL GAPS. A LAYER OF ON -SITE
o
CHANNEL MATERIAL SHOULD BE APPLIED TO FILL VOIDS IN BRUSH AND LOGS
PRIOR TO THE INSTALLATION OF ADDITIONAL LAYERS.
3. BOULDERS TO BE PLACED AS SPECIFIED ON PLANS
S
-
-
Q
�I
kmowwhats below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE
ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

NONWOVEN GE07EX7ILE FABRIC, TYP.
NAIL FILTER FABRIC TO BACK OF LOG
rn i CV ..)-lv
SEE PLAN AND PROFILE SHEETS FOR LOG
ELEVATIONS. LOG TO REMAIN WET, MAX.
DROP ACROSS LOG NOT TO EXCEED 0.1'.
RIFFLE 1'-12' WELL GRADED MIX wauowG
W5T STONE AND NATURAL CHANNEL
DESIGN
FLOW POOL DEPTH
BANKFULL
MATERIAL, 12" DEEP LOG VANE
A
L©
CRO55 LOG
O
BACKFILL MATERIAL
OW
o
O
PERAPROFD EPOOL
o
^\
II
_
-
BED
III _III—
LOW AREA,TYP I
- AND RIFFLE
SECTION B B E
o
—
NAIL ALL UPSTREAM FACES OF LOGS WITH TYPE II FABRIC, TYP.
AXB HEBOULDER
EQUIVALENT TOE 5% SLOPE
EXCAVATED POOL,
SEE PROJECT SPECIAL PROVISIONS
DEPTH
SEE TYPICAL SECTIONS
FOR DEPTH
SECTION A -A
2.D GGMPAGTED BRUSH
SECTION A -A
-
REACH LOWER
ARM LENGTH (L) 25'
BOULDERS TO BE BURIED AND PLACED AT
SEE PLAN AND
PROFILE SHEETS
ARM TIE-IN HEIGHT 0,5'
EDGE OF WATER PARTIALLY INTO THE BANK
FOR SPACING BETWEEN LOGS
ARM SLOPE (S) 1.07-2.07
f
EXCAVATED POOL PER
ROFILE
STEP SPACING (X) 8'
BANKFU eL a a
y o e
a BBANKFULL
NOTES:
-
a TOE OF SLOPE
L�
I
TOE OF SLOPE
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES
INTO THE BANK.
A
2. BACKFILL MIX TO BE USED TO REDUCE VOIDS BETWEEN LOGS,
3, ALL LOGS TO 8E HARDWOOD SPECIES, 8"-10" DIAMETER MINIMUM.
- FLOW 0 O 0 0 0 00 000
0 A O
0 n
0
-► E
��
POOL
Uo
FLOW LINE
o
p
TOE OF SLOPE
O
TOE OF SLOPE
1/2 1/2
e a
e
8
e
AAXNN�
BASE FLOW BASE FLOW
BANKFULL
O
BANKFULL
EAIeEooEo
NAIL ALL UPSTREAM FACES
LENCTH
BOULDER AND ROCK TOE PROTECTION1A
WHERE NORMAL WATER MEETS THE BANKS
_
)F LOGS WITH TYPE II FABRIC,
t
}
A
fea
ANCHOR BOULDER
CUT LOGS TO MAKE FLUSH CONNECTION,
CONNECT END OF LOGS TOGETHER,
PLAN VIEW
OVERLAP FABRIC
ARM
LENGTH
(L)
NAIL ALL UPSTREAM FACES
O OF LOGS WITH NONWOVEN
CEO
V
GE OTEXTILE FABRIC, TYP.
E
NOTES:
— -
CROSS LOG
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM LOG SILL IN
BACKFILL (TYP),
SEE SEPARATE DETAIL
o
z ,-
tt:_
THE CONSTRUCTED RIFFLE.
`oQ
"-
1012" GALVANIZED NAIL
2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED.
CC
3. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED OR COVERED AT
LOW FLOWS.
)oL
4. LOGS SHOULD BE 8" 12" DIAMETER.
LOG VANE Pc
o� o
o
SILL LOG
A
3 N
0
-
TIE VANE ARM INTO
INNER BERM ELEVATION
KEY IN VANE TO BANK A
POOL EXCAVATED PER PROFILE
MINIMUM OF 4.0'
OR DIRECTION OF ENGINEER PLAN VIEW
v
Ix
�I
C4
Knowwhats below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE
ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION RY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

SEE PLAN AND PROFILE SHEETS FOR
BOULDER, TYP. SEE
PROFILE FOR ELEVATION
ELEVATION. LOG TO REMAIN WET, MAX
DROP ACROSS LOG NOT TO EXCEED 0.1'.
SCOUR PROTECTION
FLOW
—��
SCOUR PROTECTION
1/3 POOL LENGTH
OR 2' MIN.
TYPE II FABRIC
1/3 POOL LENGTH
OR 2' MIN.
StF.1: k3.F.nllil S[f fA..)lV
LOG VANEE]
GLIUE RIFFLE
OW
L-o
-M- -
0O
CONSTRUCTE
POOL
T
i
VARIABLE RIFFLE, SEE
POOL
SEPBACKFILL
ARATE DETAIL
MATERIAL
SILL AND BACKFILL DEPTH
SCOUR PROTECTION DEPTH
2.0' MINo
S UR PROTECTION DEPTH
BACKFILL MATERIAL
2' MIN.
TYPE II FABRIC,
SECTION
A -A
NAIL FABRIC TO BACK OF LOG.
SECTION A -A
D LENGTH AT
ANELBDEEATION EQUAL
TO BANKFULL
HEADER BOULDER
COVER UPSTREAM FACES
WITH TYPE II FABRIC AND
FOOTER BOULDER
NAIL TO BACK OF LOG VANE.
H
EMBEDDED
LENGTH INTO
`
CHANNEL
2' MIN.
BANKFULL
EMBEDDED
LENGTH
1/4 TOE OF SLOPE ANGL
\
BASE FLOW A
VANE LENGTH \
FL
TOE OF SLOPE
1/�
POOL
-- A- - -- -- A
BASE FLOW
OHo FLOW
1/ ANCHOR LOG BY PINNING
���
.may POOL
BASE�FLOW
WITH HEADER BOULDER
-----�
TOE OF SLOPE---
OF SLOPE
SCOUR PROTECTIO ..
CONSTRUCTED OR
B
��
VARIABLE RIFFLE, SEE
ROCK
LENGTH
BANKFULL
eH
�,f••
~•L ,,'_
SEPARATE DETAIL
EXTEND BACKFILL MATERIAL
O"2' ABOVE TOE OF SLOPE
_
'
�'O�Ef
CLPUO��,..•
l llr
BACKFILL MATERIAL 1 f
PLAN
VIEW
MIN.
PLAN VIEW
NOTES:
P..
'=
1. ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE UPSTREAM
z,
3:
3
INVERT (CENTER) OF THE CROSS VANE TO ESTABLISH PART OF THE PROFILE.
N
POOL ELEVATION CONTROL POINTS OR EXCAVATION TO A SPECIFIED MAXIMUM
POOL DEPTH SHALL BE DESIGNATED TO ESTABLISH THE REMAINING PROFILE.
SURVEY OF CONTROL POINTS SHALL BE REQUIRED TO ESTABLISH ACCURATE
CROSS VANE INSTALLATION WITHIN THE TOLERANCE SPECIFIED BY THE
NOTES:
DESIOD
2 ER BOULDER IS REQUIRED IF BOULDER DEPTH IS LESS THAN DESIGN
1.
Ai LOG SILL MAY BE USED ALONE OR IN COMBINATION WITH A CONSTRUCTED
OR VARIABLE RIFFLE.
POOL DEPTH.
3. BOULDERS SHOULD HAVE 2' MIN. DEPTH.
2.
LOG TO REMAIN WET, MAX DROP ACROSS LOG NOT TO EXCEED C.1 FT.
4. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM TIES INTO
o
-
3.
THE USE OF LOGS IN THE STREAM BED SHALL BE LIMITED TO PERENNIAL
WATERBODIES ONLY.
THE BANK.
5. POOL DEPTH SHOULD BE ACCORDING TO PROFILE AND TYPICAL SECTIONS.
"
4.
NO PART OF THE SILL SHALL BE PLACED ABOVE THE ELEVATION OF THE
6. LOGS SHOULD BE 8"-12" DIAMETER.
u'
-
UPSTREAM AND//OR ADJACENT STREAM BED.
o
5.
A HEADER/F00'-ER LOG COMBINATION MAY BE USED IN LIEU OF A SINGLE
LOG. IF A HEADER/FOOTFR LOG IS USED, LOG USED NEED TO BE
CONNECTED/PINNED TOGETHER USING ////3 REBAR OR SIMILAR.
6.
7.
POOL DEPTH SHOULD BE PER THE PR6FILE.
LOGS SHOULD BE 89 12" DIAMETER.
Q
I
�I
Ic E"`I
kmowwhats below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED" REUSE OF AND IMPROPER RELIANCE
ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

BASE/NORMAL BACKFILL COIR MATTING', t
FLOW ELEVATION BANKFULL (TYP.) SEE DETAIL 4;�!
STREAM GRADING MATCH TYPICAL TYPE II
PER PLAN DIMENSIONS FABRIC
St1'.1: k3.F.nllil S[i f:OliAi Y'
6' MAX ABOVE
BASE FLOW
r
16" MI HEIGHT �©
POOL � O
EXCAVATE OL
PRO�OE ^
WRAP COIR MATTING 6"
PRIOR TO PLACING BACKFILL
BRUSH LAID PERPENDICULAR - �^
TO FLOW.
SECTION A -A
-WIDTH�
t �
i � w
THIS SPACE IS INTENTIONALLY LEFT BLANK Y
BRUSH SHOWN ¢ YC
FOR ILLUSTRATIVE
PURPOSES ONLY o
o,
\ A A
,� \ POOL PER
PROFILE
POOL %
GTIT
•"�'>' �'� � •'OGEE CLPUOV�`°�.
µ
65% BRUSH (STICKS/ SEE PLANS FOR
LEAVES/BRANCHES) 25% eEXT\ OF TOE WOOD
ON -SITE EARTH MATERIAL, o
1C% 2"-10" RIP RAP w _ g <`
to �r O •:
O
PLAN VIEW
a -
NOTES.
1. BRUSH SHALL BE A VARIETY OF DIAMETERS AND SHALL BE LAID GENERALLY
PERPENDICULAR TO FLOW AND COMPACTED BY DIRT.
2. LAYERS SHALL BE 65% BRUSH OF A VARIETY OF SIZES WITH 25% ON SITE
MATERIAL FILLING VOIDS AND 10% 2"-10" RIP RAP.
3. BRUSH SHOULD BE BROUGHT UP IN 6"-B" LIFTS. y�
4. GRADING ABOVE THE TOE WOOD IS PER THE TYPICAL SECTION AND/OR
GRADING PLAN.
Q
CUD,
kmowwhatS below.
Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION RY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

TIE TO
PROPOSED TOP
OF BANK
TIE TO
PROPOSED TOP sik.i: [<3.F.n'TsiI S[i f:O11Ai Y'
NEW STREAMBANK SHALL _ EXISTING SANITARY OF BANK
BE TREATED PER PLANS 1s' UNCOMPACTED BACKFILL _ _ SEWER PIPE (TYP
OR SPECIFICATIONS FINISH GRADE
2-12" RIP RAP WITH #57 STONE
TOP WIDrH
EXTEND CHANNEL PLUG ROCK SHOULD BE SET FLUSH TO FINAL GRADE
MIN. OF 1' BEYOND INVERT (SEE PROFILE SHEETS). CHANNEL SHOULD BE
OF EXISTING CHANNEL FILTER FABRIC OVER DUG BY 1'-2' TO ACCOMMODATE ROCK. _
(IF SU BGRARE SANITARY SEWER CROSSING, THE
CONTRACTOR SHALL VERIFY PIPE DEPTH BEFORE �
AND CHANNEL GRADING ABOVE). A
SECTION A -A F
COMPACTED COMPACTED 2-12" RIP R -
BACKFILL PLUG COMPACTED BACKFILL
SECTION A -A N ,.o LIFTS
Y
Q
,mom="
Elm
PROPOSED \
C H A—WEL—
COMPACTED PLAN
BACKFILL
T
A
F
t
9�4 f Q
EXTEND CHANNEL PLUG MIN.
OF 1.C' BEYOND LIMITS OF d
EXISTING CHANNEL c�j���� °, •!Ff BLGU����o�
PLAN VIEW
N �r O •:
A[ < O
DOTE$
1. CHANNEL PLUGS SHALL BE INSTALLED AT LOCATIONS INDICATED ON THE
PLANS WHERE THE PROPOSED CHANNEL ALIGNMENT DIVERGES FROM THE
EXISTING CHANNEL ALIGNMENT. CHANNEL PLUGS SHALL BE OF SUFFICIENT
DESIGN TO PREVENT CHANNEL FLOW FROM REVERTING BACK INTO THE o -
ORIGINAL ALIGNMENT. "=
2. THE MATERIAL USED IN THE CHANNEL PLUG SHALL BE SUCH THAT THE N
PLASTICITY INDEX SHALL EQUAL OR EXCEED THAT OF THE NATURAL SOILS
SURROUNDING THE STREAM. THE MATERIAL IN THE CHANNEL PLUG SHALL BE
COMPACTED TO A DENSITY OF AT LEAST 90% AS OBTAINED BY COMPACTING A
SAMPLE OF MATERIAL IN ACCORDANCE WITH AASHTO T99. LIFT THICKNESS
SHALL NOT EXCEED 1.0 FOOT. COMPACTION SHALL BE ACHIEVED BY HEAVY
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED- REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION RY KIMLEY-HORN AND ASSOCIATES, INC. SHALL HE WITHOUT LIADILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION RY KIMLEY—HORN AND ASSOCIATES, INC. SHALL HE WITHOUT LIADILITY 70 KIMLEY—HORN AND ASSOCIATES, INC.

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Call before you dig,
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED" REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION RY KIMLEY-HORN AND ASSOCIATES, INC. SHALL HE WITHOUT LIADILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

H'HE" TOWN TEIJI'CKi4RY:iAt1L R0.46 15.4Ai4;0%. 1L 'n':CE a �� OF :.
HAVi= ArIIROX. fi" DEEP t.'p<)D:; H IP LSOL[ AV]DSAN
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Y.IUL ROAD A'l1a,]' FRa�.: CREEri. =�'!AL 3.1i1L R .c'ti�J" OOBI 1 O- 4 { rT DicN \ Q 4
LOCATnrq TO BE RELD STAKE) TO AVOID h!ATI � � � LEc, �irvEEs 2
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THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

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GROUND STAWL17AVON AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE W"
Tempmly Swbiaasion
Permanent Stahitization
• Temporary grass seed covered with straw or
s Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and to calfie rs
• Hydroseeding
r Gectextile fabrics such as pe mla rent soil
■ Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeciing
■ Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
r Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
EQiJiPMENTAND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids_
UTTER, BUILDING MATE WALAND LAND CLEARtf G WASTE
?. Never cury or buff waste. Place €iYYer ar:d debris:h aepruved was!e container
2. provide a sufficient_ number a-d size of waste containers (e.g dumpster, _rash
receutacie) on site to contain co-6,ruct:on and domest't wastes.
3. Loxate waste containers at least 50 feet away from storm drain inlets and surfa
waters unless no other aEternatives are reasonably avaIEable.
4. Locate waste containers on areas t^at do not receive substantial amounts of f;,
from upland areas and does not drain directly to a storm drain, stream or wets.
5. Cover waste containers at the end of each workday ancd before storm events a
provide secondary eontairmert_ repair or replace damaged waste eon=.others.
6. Anchor alt ksghtweigh:':ter s ir. waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up imsrtediateiy
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste container
PAI NT AND OTH ER UQU1D WASTE
DO not dump pain[ and otter liqui3 waste intostorr drains, strearns or wetiarvis.
2. Locate paint was;icI at Seast 50 feet away from storm drain inlets and surface
waters unless no otter a€ternatives are reas:maNy avaiiable.
3. Contain liquid wastes in a controlled area.
E. Con_air merit must be €abeled, sized and placed appropriately fox- the needs of site.
`a. Prevr:nt the discharge of soaps, solvents, detergents and other liquid Wastes'folr+
EARTHEN STOCKP33.E MANAGEMENT
snow st:,ckpile vocations nn plans. !orate earthen -material stoc?pi€e are=
50 feet away from storm drain Wets, sediment basins, perimeter sedirnei
and surface wa.ess unless it can be shown .no other a3ternat ves are reasc
available.
Protect stockpi€e with si`:t fence installed along toe of s€ope with a noniron
five feet'rom the toe o! stockpile.
Pfovide stable stone access point when feasible.
Stabilize stockpile within the time€rames provided on this sheet and in au
with the approved p€an and any additional requirements. Soil stabilizatso
as vegetative, physical or chemica3 coverage techniques thal, wll€ restrain
erc,52on on disturbed soils for temporary or permanent control needs.
7.
9.
9-
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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NCC.iDI (3'ROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE. 04/0 ./1.91
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5� �1
2
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT
WEEKLY AND AFTER EACH SIGNIFICANT
10' 5•
(L(EAST
R INCH VENT AND
PAIR MMEDIATELY.OR ) CLEAN CUTRAINFALL E SEDIMENT,
STRAW, LIMBS, OR OTHER DEBRIS THAT
COULD CLOG THE CHANNEL WHEN NEEDED.
a
ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM
OO°
CROSS SECTIC7N
HIGH FLOWS AROUND THE EDGES OF THE DAM
CORRECT ALL DAMAGE IMMEDIATELY. IF
O
SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKE SUCH
- T
AS, INSTALLING A PROTECTIVE RIPRAP LINER
y
_
IN THAT PORTION OF THE CHANNEL
(PRACTICE 6.31, RIPRAP-LINE AND PAVED
CHANNELS)
a
TOP VIEW 2
REMOVE SEDIMENT ACCUMULATED BEHIND THE
DAMS AS NEEDED TO PREVENT DAMAGE TO
1
CHANNEL VEGETATION, ALLOW THE CHANNEL
/1 1
TO DRAIN THROUGH THE STONE CHECK DAM,
V/
AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO
o
w
NOTES:
FRONT VIE"VV
DAMS AS NEEDED TO MAINTAIN DESIGN
HEIGHT AND CROSS SECTION.
g
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASE FLOW.
•
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO
NOT EXCAVATE CHANNEL BOTTOM.
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
r
ROAD DOES NOT ENTER EXISTING CHANNEL.
C_P�
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
N
EDGE OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED.
7. MUST BE REMOVED IF STORN EVENT IS PREDICTED.
MAINTENANCE:
MAINTENANCE:
°
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN
INSPECT SEDIMENT FENCES AT LEAST ONCE A
_
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP
WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME
i
INEFFECTIVE, REPLACE IT PROMPTLY.
3
N REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FCIII TO AVOID
E.GHEAFENCE KE RDURIING
UUN ERMININCLEAN OUT.
-
REMOVE ALL FENCING MATERIAL AND
_-
UNSTABLE SEDIMENT DEPOSITS AND BRING
-
I
THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN
TILT
PROPERLY STABILIZED.
FRONT VIEW SIDE VIEW
o
NOTES:
* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 STONE 1. USEISILT FENCE ONLY WHEN
FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN. DRASAGE AREA DOES NOT
EXCEED 1/4 ACRE AND NEVER
=
i =
;y• fe
N AREAS OF CONCENTRATED
;, pk•,, ,i p
FLOW.
.,�.iEf CLPUOV�``O,•
2. END OF SILT FENCE NEEDS
TO BE TURNED UPHILL.
gL MAX
6: 1 MAk
a
Oo°
NOTES:
MAINTENANCE:
zo
O
—
1. A STABILIZED PAD OF CRUSHED STONE SHALL
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO
'^'
¢
-
o
BE LOCATED WHERE TRAFFIC WILL BE ENTERING
PREVENT MUD OR SEDIMENT FROM LEAVING
OR LEAVING A CONSTRUCTION SITE TO OR
FROM A PUBLIC STREET.
THE CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING WITH 2-INCH STONE.
PC,
C'- 2. STONE TO BE 2-3 INCH WASHED STONE.
AFTER EACH RAINFALL, INSPECT ANY
3. THE ENTRANCE SHALL BE MAINTAINED IN A
STRUCTURE USED TO TRAP SEDIMENT AND
CONDITION WHICH WILL PREVENT TRACKING OR
CLEAN IT OUT AS NECESSARY. IMMEDIATELY
Q FLOWING OF SEDIMENT ONTO PUBLIC STREETS
REMOVE ALL OBJECTIONABLE MATERIALS
OF EXISTING PAVEMENT. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL
SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
o
�-
STONE AS CONDITIONS DEMAND AND REPAIR
AND//OR CLEANOUT OF ANY MEASURES USED
">
s
_
-
TO 1RAP SEDIMENT
NOTES:
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR
o
00 00� oo� TRACKED ONTO PUBLIC STREETS MUST BE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
REMOVED IMMEDIATELY.
5. WHEN MECCESSARY WHEELS MUST BE CLEANED
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO
TO REMOVE SEDIMENT PRIOR TO ENTERING A
NOT EXCAVATE CHANNEL BOTTOM.
8,0°'° 8,0°'� PUBLIC STREET. WHEN WASHING IS REQUIRED,
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
IT SHALL BE DONE ON AN AREA STABILLIZED
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
WITH CRUSHED STONE WHICH DRAINS INTO AN
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE PLACED UNDER THE
~
EDGE OF THE MUD MAT.
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ENTRANCE/EXIT AND SHALL BE MIRAFI 500 OR
d �5
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED.
EQUIVALENT.
PLAN 7. ASPHALT APRON MAY BE REQUIRED PER
a
MAINTENANCE:
NCDOT, AS DIRECTED BY ENGINEER. THE APRON
Q
SHALL EXTEND A MINIMUM OF 5C' PAST THE
EDGE OF PAVEMENT. THE ASPHALT APRON
E`^
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER
NOTE: ENTRANCE WILL BE DESIGNED FOR 54-30, SHALL INCLUDE 4: INTERMEDIATE AND 4' BASE
RUNOFF -PRODUCING RAINS TO CHECK FOR BLOCKAGE IN
CHANNEL, EROSION ABUTMENTS, CHANNEL SCOUR, RIPRAP
RIPING.
COURSE.
�]
DISPLACEMENT, OR PI MAKE ALL REPAIRS IMMEDIATELY
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
r
Li}
�4.awwnars below.
-
Call before you dig.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY-HORN AND ASSOCIATES, INC.

FLOODPLAIN/EXISTING
GROUND
TOP OF BANK SPECIAL STILLING 8" STONE OR APPROVED PROTECT UPSTREAM SIDE OF IMPERVIOUS n
MATTING STAKE (TYP) BASIN (SEE NOTE 7) ALTERNATIVEPOLYETHYLENE WITH SANDBAGS, RIP-RAPOR OTHER NON -ERODIBLE MATERIALAPPROXIMATETEMPORARY FLEXIBLE HOSE BASE FLOW rj TOP WIDTH
WATER SURFACE OE, MIN.
�Q`pe - FLOW FLOW PLATE WITH IMPERVIOUS
TOE OF
o -"' POLYETHYLENE
e ` - BANK - 2 MAX. MEMBRANE, 20 MIL THICK
MATTING III- III -III III=III=III=III I� HEICHr f/z eKP o o AREA
_ �1
IiII-_III_ DEPTH MIN. OR WSE + 1.0' DRY
TYPE II FABRIC A EA r_«
III11 1 EXISTING STREAM BED L-©
SPECIAL �,7`TILLIN�' R7A�,7`If'€ TRENCH IN FABRIC CLASS I RIP -RAP OR O
MIN, 1 FOOT
OTHER APPROVED T
- TOE OF SLOPE TYPE II FABRIC
NON -ERODIBLE MATERIAL 2
- - 5EQT10N A -A
Q III MATTING ANCHOR, SEE DETAIL THIS SHEET �\
IMPERVIOUS DIKE
APPROXIMATE BASE TEMPORARY FLEXIBLE
FLOW WATER LEVEL ANCHOR BELOW NORMAL WATER. HOSE, TYP.
SECTION T I PICAS,,.� TEMPORARY FLEXIBLE
5 6" OVERLAP I HOSE (SEE NOTE 8) •
I� 'PUPTOP STAKE (TYP) - 18" SPACING EXISTING STREAM
CHANNEL RIP -RAP
ID PONDED WATER D/=III
o SPLASH PASTABILIZED
r OUTLET THICKNESS
TOP OF BANK IMPERVIOUS DIKE,
TYP.
MATTING EDGE DRY WORK AREA DEWATERING -
PUMP FOR SPLASH PAD
SEDIMENT LADEN LENGTH TYPE II FABRIC
a WATER WITHIN
i e. OVERLAP WORK AREA
I TEMPORARY STABILIZED OUTLET
SPECIAL STILLING BASIN
WITH STABILIZED OUTLET
MATTING STAKE (TYP)- 3'
SPACING WITH ALTERNATING
PATTERN BETWEEN ROWS
T ULHeRT�-Q \ STREAM
APPROXIMATE BASE BYPASS PUMP BASE FLOW
VFLOW WATER LEVEL FOR CLEAN UPSTREAM AFLDw _
CHANNEL BASE FLOW
-ti
ANCHOR STAKE (TYP)---
2' SPACING OIF FLOW
N TOE OF IMPERVIOUS
OF FLOW III MDRILI SLOPE DIKE, TYP. BY-PASS PUMP OUTLET WITH
6" OVERLAP
TEMPORARY STABILIZED
PLAN VIEW OUTLET, TYP.
PLAN VIEW
i 1" X 1" (NOMINAL) 1" X 1" (NOMINAL)
TOE ANCHOR WOODEN STAKE
.k.........
''O�Ef CLPUOA,,.�•
�.
Lt
,• Lf
,•
NOTES:
` *GALVANIZED NAIL MAY BE *GALVANIZED NAIL MAY BE
0 1. IMPERVIOUS DIKES ARE TO T USED TO ISOLATE WORK FROM STREAM FLOW. N •'• _
USED IN LIEU OF THE NOTCH, USED IN LIEU OF THE NOTCH, 2. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED a o
nh;rn„A THE SAME WORKING DAY. WATER FILLED COFFER DAMS CAN BE USED IN
1-l1Yti,+ `� OPTION PLACE OF IMPERVIOUS DIKES.
3. MAINTENANCE OF STREAM FLOW OPERATION SHALL BE INCIDENTAL TO THE
WORK. THIS INCLUDES PUMPS AND HOSES.
4. PUMPS AND HOSES SHALL BE OF SUFFICIENT SIZE TO DEWATER THE WORK
AREA.
0 8. GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING, PRIOR TO o _
PREDICTED RAIN FALL EVENTS. THE EXIT LOCATION SHALL BE CHOSEN TO
PREVENT EROSION.
6. GRAVITY -BASED GEOTEXTILE BAG (SPECIAL STILLING BASIN) FILTERS SHALL w _- _
BE USED TO COLLECT SILT AND SEDIMENT FROM WORK AREA DEWATERING. S
7, A STABILIZED OUTLET SHALL BE USED TO CONTROL THE EFFLUENT FROM ALL
NOTES: PUMPING OPERATIONS, UNLESS NATIVE STREAMBED STONE MATERIAL IS
DEEMED SUITABLE BY DESIGNER AT DISCHARGE LOCATION.
1. THE SLOPE AND OR STREAM BANK SHALL BE PREPARED GRADED, TILLED, 8. TYPE II FABRIC SHALL BE USED UNDERNEATH ALL STONE/RIP-RAP PLACED
/ ( FOR SEDIMENT BAGS, STABILIZED OUTLETS, AND SPLASH PADS.
SMOOTHED, ETC.) AND SEEDED AND MULCHED AS SPECIFIED BY THE DESIGNER 9. REFER TO THE PROJECT SPECIFICATION FOR ADDITIONAL NOTES.
PRIOR TO THE PLACEMENT OF THE MATTING. 10. DAILY CONSTRUCTION AREA TO BE STABILIZED BY THE END OF THE DAY.
2. THE MATTING SHALL BE INSTALLED SO AS TO NOT BE IN TENSION, BUT BE MAY VARY IN SIZE FROM TOTAL WORK AREA. POE
PLACED NEATLY, FLUSH AGAINST THE SOIL, AND WITH NO GAPS OR WRINKLES. d�
3. MATTING SHALL BE NEATLY SECURED AROUND ANY PROJECT STRUCTURES,
STRUCTURE ARMS, AND/OR SILLS TO PREVENT ANY LOOSE OR FRAYED EDGES.
4. THERE SHALL BE NO LOOSE ENDS OR UNSECURED MATTING ON THE COMPLETED {� Q
m WORK.
� F.•., ja:
rVvt tip tv S�aft ,
3
kmowwhptr below.
Call before you dig.
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 17 WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL RE WITHOUT LIABILITY 70 KIMLEY—HORN AND ASSOCIATES, INC.

65+50
688
684
680
676
672
664
660 \
656 _ - _ -
652
648100 -91 -80 -70 -60 -50 -40 -30 -20 -10 0
64+00
688
684
680
676
672
----
664
660
656
EE L -L652
10 20 30 40 50 60 70 80 90 10848
692 692
688 688
684 684
680 680
676 676
672 672
--------- - - - -
- - - - 668
664 664
\
660 660
656 - _ i 656
65 00 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10052
63+50
684 684
680 680
676 676
672 672
668 ---- ---- ----- ---- --------- _--- _- - - - - - - - - - - - - - - - - _-_- 668
664 664
660 660
656 _ - 656
652 652
648 6648
644100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 66 70 80 90 10044
20
10 15.
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0 10 20
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SCALE

69+70
68+70
67+00
20
10 15.
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SCALE

74+10
684
-684
680
-680
676
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668
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660
660
656
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652-
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73+00
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79+30
78+00
76+50
20
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SCALE

84+30
688 B 688
684 684
680 680
676 676
672 672
668 668
— — 664
/
sso sso
656 656
652 - - - - 6652
64 g100 -910 -810 -70 -610 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10048
83+25
684
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68C
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664----
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----
----664
-----
----
----
----
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-
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81+00
688 68
684 68
680 68
676 67
672 67
668 66
- - - - - - - - - - - - - -
66
660 66
656 65
65RR2 - - 665
64'100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 1A
20
10 15.
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SCALE
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88+50
87+50
85+50
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92+80
684 6 684
680 680
676 676
672 672
668 668
664 664
--
660---------- 660
656 656
652 652
648 6648
644100 -90 -810 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10044
91+50
684
680
676
672
668
664
660
656
652
648
6441
89+50
684 684
680 680
676 676
672 672
668 668
664 664
660 - - - � 660
656 656
652 _ , 652
648 p648
644100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 10044
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10
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684
680
676
672
668
664
660
656
652
648
644,
96+00
95+00
93+90
20
10
15.
0
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SCALE
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