20111002 Ver 1_Restoration Site Plans_20111123

CONTACTS:
CoverSheet .... ................................................................................. 1
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Legendand Symbols ....................................................................... 2 ar oi�e- ec en urg
General Notes 3 COUNTY: Mecklenburg County
.................................................................................. 700 North Tryon Street
Details ........................................................................................... 4-8
T ical Cross Sections 9-15 CharlOtte, NC 28202
YP� ...............................................................
Plan and Profile Sheets 16-27 Pho�1e: (704� 336-3873
............................................................ ����
Morphology Table ........................................................................ 28
�������'� �'� Attn: David Woodie, P.E., CPSWQ
Vegetation Notes and Details .................................................. 29-30
Erosion and Sediment Control Plans 31-40 ����� ������ � ENGINEER: Kimley-HOr�1 a�1d ASSOCiateS, I�1C.
....................................
V .v � � 2000 South Boulevard, Suite 440
Charlotte, NC 28203
Phone: [phone]
Attn: Will Wilhelm, P.E., C.F.M.
70% Design Plans of Proposed
MECKLENBURG COUNTY
� TORRENCE CREEK TRIBUTARY #1
Proj ect Features:
STREAM RESTORATION / STABILIZATION �
WATER QUALITY IMPROVEMENTS M
RIPARIAN BUFFER PLANTINGS �
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THIS DCU ENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESEN D HEREIN, AS AN INSTRUMENT OF SERVICE, IS IN NDE ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE F AND IMPROPER RELIANCE O THIS DOCUMENT TROUT WRIT N AUTHORIZATION AND ADAPTATION Y I LEY—HORN AND ASSOCIATES, INC. SHALL E TROUT LIA ILITY T I LEY—HORN AND ASSOCIATES, INC. Copyright Kiley—Horn and Associates, Inc., 2D11
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THIS DCU ENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESEN D HEREIN, AS AN INSTRUMENT OF SERVICE, IS IN NDE ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE F AND IMPROPER RELIANCE O THIS DOCUMENT TROUT WRIT N AUTHORIZATION AND ADAPTATION Y I LEY—HORN AND ASSOCIATES, INC. SHALL E TROUT LIA ILITY T I LEY—HORN AND ASSOCIATES, INC. Copyright Kiley—Horn and Associates, Inc., 2D11
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PROPERTY UNE
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RIGHT—OF—WAY
RIGHT—OF—WAY (NOT SURVEYED)
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GAS UNE
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SANITARY SEWER PIPE
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TELEPHONE UNE
TELEPHONE UNE (UNDERGROUND)
TREES/WOODLINE
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MINOR CONTOUR
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EIP — EXISTING IRON PIPE
EIR — EXISTING IRON ROD
FES — FLARED END SECTION
FH — FIRE HYDRANT
GV — GAS VALVE
GW — GUY WIRE
LP — LIGHT POLE
(M) — MEASURED
NCGS — NORTH CAROLINA GEODETIC SURVEY
NIR — NEW IRON ROD
PB — PLAT BOOK
PM — POWER METER
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PP — POWER POLE
PG — PAGE
(R) — RECORDED
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MI —
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PROPOSED ROCK A—VANE
PROPOSED LOG VANE
PROPOSED CONSTRUCTED LOG RIFFLE
PROPOSED DOUBLE WING LOG VANE DEFLECTOR
PROPOSED LOG SILL
PROPOSED LOG STEPS
PROPOSED CONSTRUCTED RIFFLE
PROPOSED PROFILE LEGEND
EXISTING GROUND AT PROPOSED CENTERLINE
EXISTING GROUND AT PROPOSED RIGHT BANKFULL
EXISTING GROUND AT PROPOSED LEFT BANKFULL
PROPOSED CHANNEL BOTTOM
--—— — — — — —— PROPOSED BANKFULL
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PROPOSED CONSTRUCTED LOG RIFFLE
PROPOSED DOUBLE WING LOG VANE DEFLECTOR
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PROPOSED EROSION CONTROL LEGEND
PROPOSED LIMITS OF DISTURBANCE
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VEGETATION SPECIES FOR
BUFFER AREAS (Tubelings/Containerized)
COMMOM NAME
BOTANICAL NAME
TREE/SHRUB
SPACING
ZONE
B
C
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ACER RUBRUM
TREE
6'— 8' 0. C.
m
m
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ALNUS SERRULATA
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20
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BETULA NIGRA
TREE
6'-8' O.C.
m
m
SHAGBARK HICKORY
CARYA OVATA
TREE
6'-8' O.C.
m
BANKFULL BENCH
EASTERN RED BUD
CERCIS CANADENSIS
SHRUB/TREE
6'-8' O.C.
m
m
SILKY DOGWOOD
CORNUS AMOMUM
SHRUB
6'-8' O.C.
m
m
FLOWERING DOGWOOD
CORNUS FLORIDA
TREE
6'-8' O.C.
m
m
AMERICAN BEECH
FAGUS GRANDIFOLIA
TREE
6'-8' O.C.
m
LIVE STAKE
GREEN ASH
FRAXINUS PENNSYLVANICA
SHRUB
6'-8' O.C.
m
m
INKBERRY
ILEX GLABRA
SHRUB
6'-8' O.C.
m
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LIRIODENDRON TULIPIFERA
TREE
6'-8' O.C.
m
WATER OAK
QUERCUS NIGRA
TREE
6'-8' O.C.
m
m
WILLOW OAK
QUERCUS PHELLOS
TREE
6'-8' O.C.
m
BLACK WILLOW
SALIX NIGRA
SHRUB
6'-8' O.C.
m
m
SILKY WILLOW
SALIX SERICEA
SHRUB/TREE
6'-8' O.C.
m
0
SOUTHERN ARROWWOOD
VIBURNUM DENTATUM
SHRUB
6'-8' O.C.
m
m
NO ONE SPECIES CAN COMPRISE MORE THAN 20% OF THE TOTAL.
CONTAINERIZED VEGETATION SHALL BE 2"-3" CALIPER.
TEMPORARY SEED MIX
(SOIL AMENDMENTS AND STRAW/MULCH)
WOODY VEGETATION — LIVE STAKING
(ZONE A)
COMMOM NAME
BOTANICAL NAME
PERCENTAGE
SPACING
SILKY WILLOW
SALIX SERICEA
30
36" O.C.
SILKY DOGWOOD
CORNUS AMOMUM
30
36" O.C.
ELDERBERRY
SAMBUCUS CANADENSIS
20
36" O.C.
BU70N BUSH
CEPHALANTHUS OCCIDENTALIS
20
36" O.C.
LIVE STAKES ARE 1/2" TO 2" IN DIAMETER AND V-3' IN LENGTH
TEMPORARY SEED MIX (40 LB/ACRE)
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
RYE GRAIN
SECALE CERALE
50
WHEAT
TRITICUM AESTIVUM
25
,BROWNTOP MILLET
UTOCHLOA RAMOSA
25
PERMANENT SEEDING — RIPARIAN SEED MIX
(ZONES Aq B AND D — SEE DETAIL)
COMMOM NAME
BOTANICAL NAME
PERCENTAGE
SWAMP SUNFLOWER
HELIANTRUS ANCUSTIFOLIUS
5
SWITCHGRASS
PANICUM VIRCATUM
35
VIRGINIA WILD RYE
ELYMUS VIRCINICUS
15
IRONWEED
VERNONIA NOVEBORACENSIS
10
RIVER OATS
CHASMANTHIUM LATIFOLIUM
10
DEERTONGUE
PANICUM CLANDESTIUM
10
SOFT RUSH
JUNCUS EFFUSUS
5
RICE CUTGRASS
LEERSIN ORYZOIDES
10
APPLICATION RATE 10 LBS/ACRE
TEMPORARY SEED MIX
SOIL AMENDMENTS AND STRAW/MULCH
I SOIL AMENDMENTS I
APPLY SOIL AMENDMENTS TO DISTURBED AREAS
ACCORDING TO THE FOLLOWING TABLE AT 700 LBS/ACRE:
m 2 10
205 10
K 20 10
APPLY LIME AT 50 LBS/ACRE
MULCH
APPLY 2,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR
EROSION AND SEDIMONT CONTROL DESIGN MANUAL.
NOTE: GROUND COVER SHALL BE ESTABLISHED ON EXPOSED SLOPES
WITHIN 21 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
GENERAL NOTES
1) IN ALL DISTURBED AREAS ZONES A AND B SHOULD BE RAKED/ROUGHENED (A
MINIMUM OF 5"), AMENDED WITH FERTILIZER, SEEDED (PERMANENT AND TEMPORARY),
STRAWED, AND THEN COVERED WITH EROSION CONTROL MATTING (C700 OR APPROVED
EQUIVALENT) PER THE MANUFACTORERS RECOMMENDATIONS. ONCE THE MATTING IS
DOWN INSTALL THE LIVE STAKES THROUGH THE MATTING.
2) O.C. = ON—CENTER
3) IF DROUGHT CONDITIONS EXIST THE CONTRACTOR WILL WATER THE INSTALLED
VEGETATION WITH WATER FROM THE CREEK TO ENSURE 85% SURVIVAL AT THE END OF
THE 1—YEAR WARRANTY PERIOD.
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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 TURNING FLOW INTO THE NEWLY
CONSTRUCTED CHANNEL.
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.
SUBSURFACE:
NO SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR
THIS PROJECT. 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, 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.
EXISTING GRADE ELEVATIONS WITHIN THE 100 YEAR FLOODPLAIN SHALL
NOT BE RAISED AS PART OF THIS PROJECT UNLESS SHOWN. ALL EXCESS
CUT MUST BE PERMANENTLY STOCKPILED AND STABILIZED OUTSIDE THE
LIMITS OF THE 100 YEAR FLOODPLAIN, OR TRANSPORTED OFFSITE TO AN
APPROPRIATE DISPOSAL AREA.
STAGING, STOCKPILES AND HAUL ROAD AREAS:
SPECIFIED AREAS SHOWN ON THE PLANS HAVE BEEN ESTABLISHED AS
HAUL ROADS 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.
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 AT A
DEPTH OF 2" TO 4" 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 DESIGNER
PRIOR TO THE CONSTRUCTION OF THE PROPOSED STREAM. EXCAVATED
BED MATERIALS WILL BE UTILIZED IN CLOSE PROXIMITY TO THEIR LOCATION
OF EXCAVATION, AND WILL NOT REQUIRE EXTENSIVE HAULING. THIS
EXCAVATED BED MATERIAL WILL BE USED TO SEED THE NEWLY
EXCAVATED STREAM'S RIFFLES.
ALL THE REMAINING EXCAVATED MATERIAL, NOT MENTIONED ABOVE, SHALL
BE CONSIDERED SITE SPOIL AND BE STOCKPILED SEPARATELY FROM THE
ITEMS LISTED ABOVE. SUITABLE SITE SPOIL SHALL BE SAVED FOR LATER
USE AS BACKFILL OF ABANDONED CHANNEL.
FOR SOIL 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.
UTILITIES:
THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE
CONSTRUCTION CORRIDOR.
UTILITIES TO BE TRAVERSED BY CONSTRUCTION EQUIPMENT SHALL BE
APPROPRIATELY PROTECTED OR BRIDGED TO PREVENT DAMAGE. THE
CONTRACTOR SHALL FURNISH ALL SHEETING REQUIRED FOR ALL UTILITY
CROSSINGS. SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT
EXISTING UTILITIES.
A WRITTEN ENCROACHMENT AGREEMENT FOR ALL WORK IN THE UTILITY
RIGHT—OF—WAY MUST BE OBTAINED PRIOR TO CONSTRUCTION. HOWEVER,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED
TO ANY UTILITY LINES DURING THE CONSTRUCTION PROCESS.
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.
EROSION CONTROL:
TOTAL AREA DISTURBED 27.50 ACRES
SOIL TYPES: CECIL SANDY CLAY LOAM (CeB2, CeD2), ENON SANDY LOAM
(EnB), MONACAN (Mo), AND PACOLET SANDY LOAM (PaE).
ERECTION 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 NCDENR 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 POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) STORM
WATER GENERAL PERMIT.
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A RAIN GAUGE ON THE
PROJECT SITE & FOR RECORDING DAILY RAINFALL AMOUNTS DURING
CONSTRUCTION.
TEMPORARY SILT CHECK DAMS SHALL BE CONSTRUCTED DOWNSTREAM OF
THE CONSTRUCTION AREA TO REDUCE SEDIMENT ENTERING THE STREAM.
SILT FENCE SHOULD 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, OR WILL NOT BE WORKED
ON WITHIN A WEEK OF CONSTRUCTING THE HAUL ROAD.
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 NCDENR
EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
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 IN
ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT CONTROL REGULATIONS.
PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO
PROJECT COMPLETION AND ACCEPTANCE.
CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING;
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 21 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
FURTHER EROSION AND SEDIMENTATION.
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.
EROSION CONTROL (CONTINUED):
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, TRANSPLANTS, EROSION CONTROL MATTING (WHERE SPECIFIED),
AND TEMPORARY VEGETATION.
THE CONTRACTOR SHALL TYPICALLY WORK FROM UPSTREAM TO DOWNSTREAM
WHEN DOING WORK IN THE EXISTING CHANNEL. THE CONTRACTOR SHALL
MAINTAIN A TEMPORARY ROCK SILT SCREEN DOWNSTREAM OF ANY WORK IN
THE LIVE STREAM. 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.
CONSTRUCTION SEQUENCE:
1. THE SURVEYOR SHALL SET/STAKE THE PROPOSED STREAM CENTERLINE,
AND LIMITS OF DISTURBANCE IN THE FIELD PER THE DRAWINGS. AN
ELECTRONIC COPY (AUTOCAD) WILL BE PROVIDED TO THE SURVEYOR
FROM WHICH TO LAY OUT THE CENTERLINE OF THE NEW STREAM. THE
ENGINEER RESERVES THE RIGHT TO ADJUST THE LOCATION OF THE
PROPOSED CENTERLINE, BREAKLINES OR CUT LINES BEFORE THE
CONTRACTOR BEGINS ANY CONSTRUCTION.
2. THE CONTRACTOR SHALL SET UP A PRE—CONSTRUCTION MEETING WI TH
THE LOCAL EROSION CONTROL INSPECTOR, AND THE PROJECT ENGINEER.
THE CONTRACTOR SHALL SCHEDULE THIS MEETING A MINIMUM OF 48
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.
3. 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.
4. WHERE PROPOSED CHANNEL GRADING IS TO BE PERFORMED, EXCAVATE
AND STORE DESIGNATED TOPSOIL AND CHANNEL BED MATERIAL. CLEAR
THE TREES AND SHRUBS ALONG THE PROPOSED CHANNEL CENTERLINE
AND BANKFULL BENCHES, EXCEPT FOR THOSE TO BE USED AS
ROOTWADS, LOG VANES, TRANSPLANTS, OR TREES THAT ARE TO BE
SAVED AND CONSTRUCTED AROUND. NO TREES GREATER THAN 6" DBH
ARE TO BE REMOVED WITHOUT DESIGNER'S APPROVAL. STOCKPILE THESE
MATERIALS AS NECESSARY. STOCKPILED TREES SHALL BE USED LATER
AS LOG—VANES, LOG—CROSS VANES, ETC. SHRUBS AND TREES LESS
THAN 3" IN DIAMETER 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.
5. EXCAVATE DEPRESSIONAL AND OXBOW WETLANDS. ALL WETLANDS
SHOWN IN THE PLANS MUST BE CONSTRUCTED INSIDE THE
CONSERVATION EASEMENT LIMITS.
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 7
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
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.
SILT FENCING MAY REQUIRE "SILT FENCE ROCK OUTLETS" AT LOCATIONS OF
CONCENTRATED FLOW. WHEN NECESSARY, OR AS DIRECTED BY THE
ENGINEER, THE CONTRACTOR MAY PLACE "SILT FENCE ROCK OUTLETS" AS
DETAILED IN THESE PLANS ALONG THE INSTALLED SILT FENCING. "SILT
FENCE ROCK OUTLETS" HELP TO REDUCE PONDING WATER AND SILT FENCE
FAILURES IN AREAS OF CONCENTRATED FLOW.
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. IN SECTIONS OF PROPOSED CHANNEL
WHERE EXCAVATION IS CONCURRENT WITH FLOWING WATER, A PUMP
AROUND OPERATION OR OTHER USABLE DIVERSION METHOD APPROVED
BY THE DESIGNER SHALL BE USED.
THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT
UP TO FINISHED GRADE.
8. INSTALL PLANTINGS ACCORDING TO THE PLANTING PLANS
9. OBTAIN FINAL APPROVALS.
10. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES,
ONLY AFTER FINAL INSPECTIONS AND APPROVALS ARE OBTAINED BY
NCDENR OR THE APPROVED LOCAL PROGRAM.
CONSTRUCTION SURVEY:
THE STREAM CENTERLINE, 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 BEFORE THE
CONTRACTOR BEGINS ANY CONSTRUCTION.
STABILIZATION OF EXISTING CHANNEL:
ALL WORK WITHIN THE EXISTING CHANNEL SHALL MAKE USE OF PUMP
AROUND OPERATIONS, OR OTHER VIABLE DIVERSION METHOD AS
APPROVED BY THE DESIGNER AND NOTED ON EROSION AND SEDIMENT
CONTROL PLANS WHEN EXCAVATION IS CONCURRENT WITH FLOWING WATER.
TREE PROTECTION:
NO TREES GREATER THAN 6" DBH OUTSIDE THE CUT LINE ARE TO BE
REMOVED WITHOUT THE ENGINEER'S APPROVAL, UNLESS THEY ARE
MARKED IN THE PLANS.
CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT DAMAGE TO TREES
TO REMAIN. IN THE EVENT OF DAMAGE, REPAIR ANY DAMAGE TO THE
CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
0 REPAIR ROOTS BY CUTTING OFF DAMAGED AREAS AND PAINTING
THEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL
OVER EXPOSED ROOTS.
0 REPAIR DAMAGE TO BARK BY TRIMMING AROUND DAMAGED AREA,
TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE
PAINT.
0 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.
0 REFER TO THE NCDENR EROSION CONTROL MANUAL FOR MORE
INFORMATION.
TRAFFIC CONTROL:
ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
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 AND
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1. General:
In order to establish vegetation in restoration areas,, such as bankfull benches and
slopes,, bare root,, tubelings,, and contaierized vegetation will be planted as shown on
the plans or required in the Special Conditions.
2. Materials:
Initial vegetation material will be provided by the contractor. The contractor is
responsible for correctly installing and maintaiing vegetation material.
Vegetation material will consist of bare root trees and/or shrubs and contaierized trees
and/or shrubs. Container material will be in quart,, gallon,, and three -gallon plastic
containers.
3. Preparation:
Plantig should take place *in late winter / early spring.. Immediately followig
delivery to the project site, all plants with bare roots , if not promptly planted, shall be
heeled- *in in constantly moist soil or sawdust in a manner consistent with generally
accepted horticultural practices.
While plants with bare roots are being transported to and from heeling- *in beds, or are
being distributed in planting beds, or are awaiting plantig after distribution, the
contractor shall protect the plants from drying out by means of wet canvas, burlap, or
straw, or by other means acceptable to Planting Supervisor and appropriate to weather
conditions and the length of time the roots will remain out of the ground.
4. Installation:
Soil *in the area of shrub and tree plantings shall be loosened to a depth of at least 5
inches.
Bare root vegetation may be planted in a hole made by a mattock, dibble, planting bar,
or other means approved by Planting Supervisor. Rootstock shall be planted in a
vertical position with the root collar approximately 1/2 inch below the soil surface. The
planting trench or hole shall be deep and wide enough to permit the roots to spread out
and down without J -root mig. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub
or tree firmly to eliminate air pockets.
LIVE STAKES
1. General:
Live stakes are to be installed on exposed stream banks to bankfull elevation of the designed
stream. The Planting Supervisor reserves the right to reject any "stakes" that do not meet the
above mentioned criteria. The Contractor shall replace rejected work at no additional cost to the
owner.
2. Materials:
• Live stakes are to be dormant (cut fall or winter) and gathered locally or purchased from
commercial supplier.
• Stakes must be freshly cut with side branches removed, but with bark intact (ensure that the
bark is not stripped during the cutting, preparation, or installation of the stake).
• Cuttings are to be collected using a saw (not an ax).
3. Preparation:
• One end must be cut at an angle for insertion into the soil and the other end must be cut square
for tamping.
• Cuttings must be kept fresh and moist prior to installation.
• Cuttings must be prepared from 0.5 to 2 -inch diameter stock and approximately I to 3 feet in
length.
4. Installation:
• Install stakes the same day they are prepared.
• Start the installation nearest to the stream and work up the bank/floodplain.
• Cuttings must be installed right side up with the buds point mig upward.
• Cuttings should be tamped into the ground at right angles to the slope and angled downstream.
• They are to be tamped into the ground for approximately 4/5 of their length.
• Cuttings that split or become "mushroomed" must be replaced.
• Stakes should be *installed *in a random configuration to prevent gullies and promote a more
natural effect in the re -vegetated area
SHRUB AND TREE TRANSPLANTS
1. General:
Existing site vegetation may be used to augment plant migs. Transplants may only be taken from
disturbed areas.
2. Materials:
Vegetation to be transplanted will be identified by the Planting Supervisor. Shrub and trees
approximately 2-3 inches *in caliper shall be salvaged onsite *in areas designated for construction,
access areas, and other sites that will necessarily be disturbed.
3. Preparation:
Transplanted vegetation shall carefully be excavated with root balls and surrounding soil
remaining intact. Care shall be given not to rip limbs or bark from the shrub and tree transplants.
4. Installation:
Vegetation should be transplanted immediately, if possible. Otherwise, transplanted vegetation
shall be carefully transported to designated stockpile areas and heeled -in in constantly moist soil
or sawdust in an acceptable manner appropriate to weather or seasonal conditions. The solidity
of the plants shall be carefully preserved.
Installation of shrub and tree transplants shall be located in designated areas along the stream
bank above bankfull elevation or in floodplain restoration areas as directed by Planting
Supervisor. In areas of compacted soils, the soil in the area of vegetation transplants shall be
loosened to a depth of at least I foot. Transplants shall be replanted to the same depth as they
were originally growing. The planting trench or hole shall be deep and wide enough to permit
the roots to spread out and down without J -rooting. The plant stem shall remain upright.
Soil shall be replaced around the transplanted vegetation and tamped around the shrub or tree
firmly to eliminate air pockets.
Spacing of vegetation transplants will be determined onsite by the Planting Supervisor.
PERMANENT SEEDING SPECIFICATIONS
1. General:
Permanent seeding will be used *in combination with woody plantings on the
up-slope side of the riparian areas and down to the bankfull elevation.
Permanent seeding will occur in conjunction with temporary seeding where
applicable. This mixture will also be used in any terrestrial (areas not
inundated) riparian areas that have been disturbed by construction; designated
as wetland and/or riparian enhancement; or as directed by Plantig Supervisor.
2. Materials:
A riparian seed mix at the rate of 10 lbs per acre shall be used for seeding. The
table labeled "riparian seed mix" lists an herbaceous, permanent seed mixture.
3. Preparation:
On sites where equipment can be operated safely, the seedbed shall be
adequately loosened. Disking may be needed in areas where soil is compacted.
Steep banks my require roughening, either by hand scarifying or by equipment,
depending on site conditions. Planting Supervisor will determine condition
needs onsite. If seeding is done immediately following construction, seedbed
preparation may not be required except on compacted, polished or freshly cut
areas. If permanent seeding is performed in conjunction with temporary
seeding, seedbed preparation only needs to be executed once.
4. Installation:
This mixture shall be planted in late fall in combination with woody plant
installations and when practicable, with the temporary seeding. Seedig
should be done evenly over the area using a mechanical or hand seeder. A drag
should be used to cover the seed with no more than 1/2 inch of soils. Where a
drag cannot safely be utilized, the seed should be covered by hand raking.
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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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY—HORN AND ASSOCIATES, INC. Copyright Kimley—Horn and Associates, Inc., 2011
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STA 1+55
SAMUEL B. MCAULAY
DEED BOOK 3936, PAGE144,
DEED BOOK 3145, PAGE 281,
DEED BOOK 3388, PAGE 447
14622 STUMPTOWN ROAD
TAX PARCEL: 009-091-14
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SAMUEL B. MCAULAY
THE ROMAN CATHOLIC DIOCESE OF
DEED BOOK 3936, PAGE1 44,
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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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY–HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY–HORN AND ASSOCIATES, INC. Copyright Kimley–Horn and Associates, Inc., 2011

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MOUNT OF r'IJDIGI CONTACr ONE -CALL CM?= TREE IMPACTS 811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY—HORN AND ASSOCIATES, INC. Copyright Kimley—Horn and Associates, Inc., 2011

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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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY-HORN AND ASSOCIATES, INC. Copyright Kimley-Horn and Associates, Inc., 2011
ROCK CROSS VANE CRITICAL DIMENSIONS
MAX.
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NOTES:
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ARMS. ca
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HEIGHT WIDTH LENGTH 3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH 3. VOID SPACES BETWEEN BOULDERS SHALL BE PLUGGED WITH Lu
APPROPRIATE SIZED STONE. MINIMUM BOULDER DIMENSIONS APPROPRIATE SIZED STONE.
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION HEIGHT WIDTH LENGTH 4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE DIRECTION
OF THE ENGINEER. OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. C5
6. FILTER FABRIC AND BACKFILL TO BE SECURED AROOUND THE 6. FILTER FABRIC AND BACKFILL TO BE SECURED AROOUND THE
ROCK CROSS VANE CROSS OF THE "A" AND TIED INTO THE ARMS TO PREVENT FLOW ROCK A -VANE CROSS OF THE "A" AND TIED INTO THE ARMS TO PREVENT FLOW
NOT TO SCALE AROUND THE CROSS. NOT TO SCALE AROUND THE CROSS.
w
W
EXISTING STORM DRAIN - BOULDER CLUSTER w
PIPE OUTFALL 0
0 1 - Z
SEE PROFILE FOR ELEVATION
'f"ll- TIU
HEAD OF RIFFLE 10
4,
Ld BACKFILL W/ 2.0' DEEP WELL MIXED GRADATION j
Ld 24"
0
0
OF 2"-12" RIP RAP, #57 STONE AND NATURAL PIPE 0
WELL GRADED MIX OF 2"-12" RIP RAP
COBBLE MATERIAL. NONWOVEN GEOTEXTILE TO
AND NATURAL CHANNEL MATERIAL 01
BE USED BETWEEN BOULDERS AND BACKFILL
J� 9-f,,
If "v -
12"
Z�
LF -
ROCK CROSS VANE
cokk"..0 . C f , — I -I "I \ STREAM BOTTOM
3.0' MIN
<x
0\)
D 0 Q �' '� *�� I WIDTH VARIES
LL- LL. f
'-(Y
z
z B RIFFLE
< <
INSTALL CLASS 1 RIP RAP
m jv
(SEE PLAN/PROFILE OPPOSITE BANK RIP RAP 0
04
0 UJ
TION IF REQUIRED BY
FOR SCOUR PROTEC z
FOR LENGTH) NONWOVEN GEOTEXTILE FABRIC, TYP.
L
3.0' MIN. C.M.L.D.S. OR PLANS 0 �4
KA I
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9�
0
F -
b, PLAN VIEW
U
"u CLASS 1 RIP RAP 00
0
SEC'nON A -A
-A
0
SEPMON A CO
. . . . . . . . . .
04
-do
,,-SEE SEPERATE DETAIL CUT EXISTING PIPE �2
0 FOR ROCK CROSS VANE FLUSH WITH FINISHED 0
SLOPE
oc
z
00
0
NONWOVEN GEOTEXTILE FABRIC, TYP. 0 d z
0
w ---3 C�
0 5; Z
BOULDER CLUSTER FOR 04 0 Z
Ln ui
ENERGY DISSIPATION — I CL4
4 WRAP RIPRAP UP TOE OF 0
A COIR FIBER MATTING (TYP) BANK 0.6' TO 0.8' EXISTING STORM 0
DRAIN OUTFALL
HEADER BOULDER
FOOTER BOULDER
0
co
D w
PLAN VIEW
m
Z
w >
TOE OF SLOPE 00
SECDON B -B INSTALL CLASS 1 RIP RAP W
18" MIN. THICK 36" co 03
I W Im: -i
CREEK WIDTH VARIES <
NOTE: w F -m
PLACE LARGER MATERIAL (5--12-) w
AS SUBPAVEMENT. PLACE w <
SMALLER MATERIAL (2--6") AND [: 3"
CONSTRUCTED RIFFLE NATURAL COBBLE AS PAVEMENT. SEC -00N B -B
MAX. BOULDER SIZE 30" 0
NOT TO SCALE \CJ�A MUST
60\L I TY 0
"I'-, A C0
U _0
--j
STORM DRAIN OUTFALL FLUME
NOT TO SCALE
0
BEFORE YOU DIGI
CONTACr ONE -CAM CEN7=
811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY-HORN AND ASSOCIATES, INC. Copyright Kimley-Horn and Associates, Inc., 2011

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811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY—HORN AND ASSOCIATES, INC. Copyright Kimley—Horn and Associates, Inc., 2011
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TOP OF "V", OVERLAP bi bi
LL- B
N OU L L 102ULL B
BA BAN FILTER FABRIC AND REBAR LL -
WIDTH WIDTH AT LOG CONNECTION
-J z z
z FLOW LL- LL -
m
M m 0 0
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CUT LOGS TO MAKE FLUS14--- < bi bi
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OF LOGS TOGETHER.
LLI LLI
07,27. SLOPE
o7.-2% SLOPE cli
2
n/" r `—COVER UPSTREAM FACES
1.0' MAX. BACKFI /' I
BURY END OF LOG VANES - i�t�k .1 �----<
WITH NONWOVEN CKS
BED
AND CROSS LOG INTO
C)
K
GEOTEXTILE FABRIC, TYP.
CHANNEL BED. SECURE . . . . .......
WELL GRADED MIX OF 2' MIN. C:)
LOGS TOGETHER EITHER Cn
RIP RAP, #57 IX N
BY CABLING OR PINNING 2 -12 AJ" -A
:;-1 co in
EXCAVATED POOL XTILE
NTH REBAR. NONWOVEN GEOTE m
STONE AND NATURAL HEADER LOG, TYP.
FABRIC, TYP. BURIED LOG
-L '')rj T, CHANNEL MATERIAL "A j -
E -c3 rn
x
NAIL FILTER FABRIC rn
EXCAVATED TRENCH Y A SECURE LOGS TOGETHER BY as
TO BACK OF LOG VANE. LTER FABRIC, TYP. A
SEE PROJECT SPECIAL FOR LOG VANE WELL GRADED MIX OF 2" - 12"
PINNING WITH REBAR AT ALL
L CONSTRUCTION
PROVISIONS SECDON A -A RIP RAP, #57 STONE AND co
LOG
'F- �A
OVERLAPPING LOCATIONS, TYP.
VANE X NATURAL CHANNEL MATERIAL SEC'nON A -A
WELL GRADED MIX OF REBAR m -01
REBAR AND/OR
2--12- RIP RAP, #57 D
CABLING C.J Fo:;;
Y . . ..... r",
STONE AND NATURAL E VANE ARM INTO f
LOCATION. TYP. CHANNEL MATERIAL KFULL--\ BANKFULL ELEVATION F
BAN A 0
"v
"-",b
V
WELL GRADED MIX OF 2's -12's _u
ozq,
REBAR A FILTER FABRIC
I 1z C14
RIP RAP, #57 STONE AND
ROOTWAD u- ROOTWAD
REBAR NATURAL CHANNEL MATERIAL
P(OL n wa:z
ji <0
N, U 5=m
WOO -
FLOW LU'
HEADER LOG, TYP.
SEE PROFILE FOR ELEVATION
SECURE LOGS TOGETHER BY
REBAR . . ....
LO SECURE LOGS TOGETHER, 0 PINNING WITH REBAR, TYP.
VANE BED (15 SEE PROJECT SPECIAL % SLOPE
L -V' -A - - 07,27. SLOPE
POOL EXCAVATED PER BACKFILL, TYP. J PROVISIONS
DIREC11ON OF ENGINEER NOTCH BOTTOM OF
KEY IN VANE TO BANK
MINIMUM OF 4' AT AN VANE ARM TO FIT
ELEVATION EQUAL TO WELL GRADED MIX OF 2"-12" HEADER LOG
LOG CROSS VANE, SEE
BANKFULL OR SLIGHTLY RIP RAP, #57 STONE AND FILTER FABRIC, TYP. SEPARATE DETAIL
LOWER NATURAL CHANNEL MATERIAL SECURE LOGS TOGETHER BY
SECTON B -B PINNING WITH REBAR AT ALL
OVERLAPPING LOCATIONS, TYP.
PLAN VIEW A 4
0
..... LL- AN
-B
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE VANE ARM SEC'00N B
TIES INTO BANKFULL. POOL
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER LOGS. ca
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS BETWEEN
LOGS. Lu
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR AT THE b- b -
DIRECTION OF THE ENGINEER. z z
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL RIFFLE < PLAN VIEW <
DEPTH. m m DOUBLE WING C5
LOG CROSS VANE 6. REBAR OR CABLE LOG CONNECTION POINTS (i.e. WHERE LOGS LOG VANE DEFLECTOR
CROSS OR CONNECT).
NOT TO SCALE 7. ALL LOGS TO BE HARDWOOD SPECIES. NOT TO SCALE
w
W
1/3 ENSURE NO DROP IN BASE FLOW w
BANKFULL ELEVATION OVER LOG VANE STRUCTURE 0 F-
2/3 BANKFULL WIDTH WIDTH HEADER BOULDER TYP. SEE Z D
PROFILE FOR ELEVATION ------ SET HEADER ROCK BACK W M
A NONWOVEN GEOTEXTILE FABRIC, TYP.-\ A MINIMUM OF 1/3 WIDTH FLOW HEADER LOG, TYP. SEE
FLOW OF FOOTER BOULDER v PROFILE FOR ELEVATION
BURY END OF LOG v v
VANE INTO CHANNEL
Ne,
BED, MINIMUM 4.0'
LLI LLI
D 20* TO m NAIL FILTER FABRIC TO < < FOOTER LOG
30* 3.1 3.1
BACK OF LOG VANE, SEE NATURAL CHANNEL D D
ANCHOR LOG BY PROJECT SPECIAL LL- LL -
z MATERIAL 1.0' MIN. BED 2' MIN.
0 0
< PINNING WITH PROVISIONS z z BED
A
m HEADER ROCK LOG VANE m bi bi m WELL GRADED MIX J�, \ UO
WELL GRADED MIX OF
OF 2"-12" RIP RAP
EXCAVATED POOL EXCAVATED POOL 0
2"-12" RIP RAP, #57 Ld Ld Ld C14
AND #57 STONE
WELL GRADED MIX z
STONE AND NATURAL ffli. 0 UJ 0 �4
0 1 �1 1) ill I FOOTER ROCK OF 2"-12" RIP RAP 4
-i CHANNEL MATERIAL 2' MIN. 0 �4
LL- I 11i z rR ---3 u
AND #57 STONE ---- -A 1/2" REBAR ROD INSTALL Cn 0
V)
COVER UPSTREAM FACES 2.0' ROCKS SHOULD NOT BE 2' FROM END OF LOG r
00 0
0", 24" REBAR ROD 0
WITH NONWOVEN WELL GRADED MIX OFJ GAPPED OR HAVE ANY 0
GEOTEXTILE FABRIC, TYP. 2"-12" RIP RAP, #57 SIGNIFICANT SPACES ry. KEYINTO BANK A EXCAVATED TRENCH FOR CO
04
MINIMUM OF 4.0' LOG SILL CONSTRUCTION
............ ... STONE AND NATURAL
NONWOVEN GEOTEXTILE FABRIC, TYP.
POOL �'r' 'A'
CHANNEL MATERIAL
7: ........ ................... . ............................. .......... NAIL FILTER FABRIC TO BACK OF LOG,
. ............................................... ... ..............
v" oc
POdL EXCAVATED PER EXCAVATED TRENCH FOR SEC -00N A -A
00
DIRECTION OF ENGINEER LOG VANE CONSTRUCTION
0
SEC'nON A -A 0 d z
BOULDERS TO BE 0
8.0' 0 BURIED AND PLACED
LOG VANE, 12" MIN. DIAMETER- KEY INTO BANK MINIMUM OF 4.0' FOOTER LOG Z
-1 04 C) Z
TIE VANE ARM INTO 1/2 0(410 AT END OF LOGS Lr)
AT AN ELEVATION EQUAL TO 1/2 b- ui
HEADER ROCK---' C C -
BANKFULL-\, BANKFULL ELEVATION c- \-HEADER LOG 0
FOOTER ROCK \-BURY FOOTER LOG INTO CHANNEL
A BANKFULL OR SLIGHTLY LOWER ANCHOR LOG BY PINNING P L BED. SECURE LOGS TOGETHER BY
FLOW WITH HEADER ROCK PINNING EACH END WITH 1#2" REBAR. 0
PLAN VIEW 36" MIN.
v . . ....... . ... CUT NOTCH 12" LENGTH CC co
X 2" DEPTH D w
................. POOL EXCAVATED m
SLO
ED . ..... PER PROFILE 1-A NOTES: Z
AP 6" UP TOE OF SLOPE
WR
NOTES: w >
BACKFILL WITH NATURAL 1. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER LOG.
2. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS BETWEEN
1 . DEEPEST PART OF POOL TO BE IN LINE WITH CHANNEL MATERIAL 1.0' MIN. HEADERS AND FOOTERS. W
WHERE VANE ARM TIES INTO BANKFULL. HEADER ROCK, TYP. PLAN VIEW 3. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE co W
2. DO NOT EXCAVATE POOL TOO CLOSE TO NONWOVEN GEOTEXTILE DIRECTION OF THE ENGINEER. -i
FOOTER ROCK. WELL GRADED MIX OF 2"-12" 30" MIN. DIA. FABRIC, TYP. 4. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH. uj Im: <
3. 2"-12" STONE CAN BE USED TO REDUCE RIP RAP, #57 STONE AND FOOTER ROCK, TYP. w F -m
VOIDS BETWEEN HEADERS AND FOOTERS. NATURAL CHANNEL MATERIAL 30" MIN. DIA. w
4. COMPACT BANKFULL TO EXTENT POSSIBLE OR SECTON B -B w <
AT THE DIRECTION OF THE ENGINEER. [: 3"
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES LOG VANE LOG SILL 02
BANKFULL DEPTH. NOT TO SCALE NOT TO SCALE \CjtA MUST -j IM:
L I TY 0
N
CO
0
__j U -i
m
0
LO 0
BEFORE YOU DIGI C) C)
CONTACr ON&� CENITIR
811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY-HORN AND ASSOCIATES, INC. Copyright Kimley-Horn and Associates, Inc., 2011

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m
„—ROOT WADS, SEE
SEPARATE DETAIL
Je
E .. �e J7
8” TO 12" SPIKES
EVERY 2 FT
MIN. LOG DIM. 10"
B
EXCAVATED POOL
A PER PROFILE
VARY TIMBER SIZE GRIP DRAG CHAIN
BANKFULL BANKFULL UNEVEN SURFACEFOR
�h . . ..... IMPROVED TRACTION
EDGE OF WATER EDGE OF WATER
cli
A A
V
FLOW FLOW C)
CHOOSE TIMBER WITH SIZE Cn
C0 Ln
POOL AND STRENGTH TO SUPPORT
CONSTRUCTION EQUIPMENT m
-A
SEC'nON A
�!e c0
OW LINE
2r . . .
N", -,
EDGE OF WATER k EDGE OF WATER SPIKES EVERY 2 FT co X**
:)ZL�
0-
m -01
BANKFULL BANKFULL LENGTH AS NEEDED C.J Fa:;;
U
GRIP/DRAG CHAIN 00
ozq,
NAIL ALL UPSTREAM FACES BOULDER ANDROCK TOE C14
OF LOGS WITH NONWOVEN PROTECTION WHERE NORMAL
. ..............................................................................................................................................................................................................................................
GEOTEXTILE FABRIC, TYP. WATER MEETS THE BANKS weez
<0
B Lu STAGGERED ENDS 0 5 = =
KEY INTO BANK LU TO GRIP BANK 00 uz W00 -
BOULDERS TO BE BURIED AND SEE PROFILE FOR SPACING MINIMUM OF 4.0' z
PLACED AT END OF LOGS BETWEEN LOGS, TYP. SUGGESTED HARDWOOD
ON OUTER SUPPORT
THREADED ROD
EVERY 3 FT
0
PLAN VIEW
1. PREDRILL AND INSET 3/4- THREADED STEELRODS
EVERY 3' AND SECURE NTH AT LEAST ONE NUT.
HEADER LOG, TYP. WELL GRADED MIX OF 201-1201 BANKFULL 2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' WITH
�� .............
..............
..............
SEE PROFILE FOR ELEVATION RIP RAP, #57 STONE AND 8" TO 12* BARN SPIKES.
v NATURAL CHANNEL MATERIAL ..............
.... ..............
FLOA
STREAM CHANNEL
..............
BRIDGE MAT
........... ca
.............
--j I ................
0 0) 7 ............... ...............
.............. ...............
Aw,
0 i I I ............... 1� : I I,
1: :.E.:. I I �( I �:� �`I ))) _� IZ70 �;LOPE SURFACEFLOW
uuu0000 ........... .... . .
u
:M IEEI EXCAVATED POOL
We/ .............
............. .. ..... .... ............
40 DIVERSION
= .... ..... ... . ........ ...
. .. . . . . ..... .. ... .............. ...... ......... ............... ............... PER PROFILE
C5
SEC110N B -B
..............
.............
...............
.............
FOOTER LOG LOW AREA, TYP NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM
NAIL ALL UPSTREAM FACES OF LOGS LOG SILL IN THE CONSTRUCTED RIFFLE.
WITH NONWOVEN GEOTEXTILE FABRIC, TYP. 2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF NEEDED. In
SEE PROJECT SPECIAL PROVISIONS 3. LOG SILLS SHALL OVERLAP AND ANCHOR THE LOG SILL DIRECTLY f" 0 w
LOG RIFFLE UPSTREAM.
4. THE LOG SILL SHALL ALL BE DESIGNED TO BE SUBMERGED OR
SEC'nON A -A NOT TO SCALE COVERED AT LOW FLOWS.
5. ALL LOGS TO BE HARDWOOD SPECIES. >
w
0 F_
RECOMMENDED BRIDGE MAT RECOMMENDED Z D
1/4 SUPPORT A 1/4 SUPPORT W M
a: I=
...... .............. . ........ . .... ;
.................. . ......... . .......................
............... - — -------- .....
FLOOD PLAIN COIR FIBER MATTING TOP OF BANK A
BASE FLOW STREAMBANK SURFACE FLOW
SEE TYPICAL CROSS SURFACE FLOW 2'-3 DIVERSION
SECTION FOR BANK BANKFULL STAGE DIVERSION
ANGLE (TYPICALLY 3:1)
TEMPORARY STREAM CROSSING Li on 0
ROOT WAD TO BE INSTALLED z
NOT TO SCALE 0 uj
AT A DOWNWARD ANGLE INTO v W 0 �4 -I-
z U Of -3 L)
THE STREAM BANK Cf) 0
V) F_
U
00 0
0
0
C14
BED
ROOT WAD
z
BOULDERS (SEE MINIMUM BOULDER 00 Li
0 m
ROOT WAD 5.0' TO 8.0' LONG, DIMENSIONS TABLE FOR REQUIRED SIZE) 0 d z
co 4 0
"N >1.0' DIAMETER -3 C�
Z
04 0 z
CL4
0 _j
MINIMUM BOULDER DIMENSIONS
BOULDERS SEC'nON A -A HEIGHT LENGTH WIDTH
PLAN VIEW
DRUE POW METHOD A/\ 0
NOTES: D w
m
ORIENT ROOT WADS SO THAT THE STREAM FLOW MEETS THE ROOT WAD z
ROOT WAD STRAIGHT ON, DEFLECTING THE WATER AWAY FROM THE BANK. w >
METHODS OF INSTALLA11ON: j
32 w
() co co
DRIVE POINT METHOD: W i
SHARPEN THE END OF THE LOG BEFORE "DRIVING" AT A DOWNWARD <
ANGLE INTO THE BANK. BOULDER SHOULD BE PLACED ON EACH SIDE 2 w F -m
OF THE ROOT WAD TO PIN IT IN PLACE. THE BOULDERS SHALL BE I w
APPROXIMATELY 2' X 3' X 4'. ONE-THIRD OF THE ROOT w <
A WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS. [: 3" a
BOULDERS TRENCHING METHOD: 0
PLAN VIEW IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE BANK NEEDS \CJ�A MUST _j
TO BE RECONSTRUCTED, THE TRENCHING METHOD SHOULD BE USED. THIS L I TY 0
N
'MENCHING MMOD METHOD REQUIRES THAT A TRENCH BE EXCAVATED FOR THE LOG PORTION
OF THE ROOT WAD. IN THIS CASE, FOOTER BOULDERS SHOULD BE INSTALLED 12" A CO
UNDERNEATH THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE _0
BANK AND WELL BELOW THE STREAM BED. BOULDERS SHOULD BE PLACED
ROOT WAD DETAIL
ON EACH SIDE OF THE ROOTWAD TO PIN IT IN PLACE. THE BOULDERS M
0
NOT TO SCALE SHOULD BE APPROXIMATELY 2' X 2' X 3'. ONE-THIRD OF THE ROOT
WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
0
BEFORE YOU DIGI 0 0 cr)
CONTACr ON&� CENIER
811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY-HORN AND ASSOCIATES, INC. Copyright Kimley-Horn and Associates, Inc., 2011

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E--
1.5'
2 <
0.
COIR FIBER MATTING INSTALLED PER
MANUFACTURER'S SPECIFICATIONS WITH
EXAMPLE 1: GENTLY SLOPING FLOODPLAIN
LIVE STAKING, PERMANENT AND
(LESS THAN 1.0' CUT DEPTH IN FLOODPLAIN) TEMPORARY SEEDING PER PLANS AND
SPECIFICATIONS. (TYPICAL BOTH SIDES) < 77 7; -77 7 7 7 7- 7�7 7.7 -7) 7'. 7
SEDIMENT CONTROL STRUCTURAL STONE
C/3
STONE (#5 OR #57) (5"-12" RIP RAP) w
NEW
CHANNEL C:)
CROSS SECOON C/3
Ln
'*�EXCAVATE TRENCH AND -
KEY INTO GROUND (6" MIN) 0
EXCAVATE TRENCH AND E rn
TOP OF BANK-/ 2E rn
KEY INTO GROUND -""--KEY INTO STREAMBED W
TOP OF BANK 0")0
BASE OF wor,
SEED AND MULCH PER N
VEGETATION NOTES STREAM
AND SPECIFICATIONS NATURAL
Oz
CHANNEL BOTTOM
M -01
(NO MATTING) -N F-%:-2
TOP VIEW 0 MOO
2 5 0 1
n
EXAMPLE 2: STEEP BANK LL MiSP
Ott"
-.m*—EXCAVATE TRENCH AND STREAM BED 00
z ozq,
KEY INTO GROUND (6" MIN) C14
<0
SEED AND MULCH PER 0 5xx
VEGETATION NOTES FRONT VIEW 00 LAZ M00 -
AND SPECIFICATIONS
NEW
CHANNEL COIR FIBER MATTING INSTALLED TO TEMPORARY ROCK SILT CHECK/CHECK DAM
EXCAVATE TRENCH AND EDGE OF CUT/FILL PER NOT TO SCALE
KEY INTO GROUND (6- MIN) MANUFACTURER'S SPECIFICATIONS WITH
LIVE STAKING, PERMANENT AND
TEMPORARY SEEDING PER PLANS AND 0
SPECIFICATIONS. (TYPICAL BOTH SIDES)
7
KEY INTO STREAMBED NATURAL
CHANNEL BOTTOM
(NO MATTING)
SEC'nON
NOTES:
1. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS SHALL
BE PROVIDED. ca
2. ENTRANCE(S) SHOULD BE LOCATED
POO TO PROVIDE FOR UTILIZATION BY Lu
'E.
RIFFLE ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD C5
R Ak ONTO STREETS. PERIODIC 4 1 1 1 1
RIFFLE C1. TOPDRESSING WITH STONE WILL BE
NECESSARY.
M 4. ANY MATERIAL TRACKED ONTO THE
ROADWAY MUST BE CLEANED UP
w
IMMEDIATELY.
COIR FIBER MATTING INSTALLED PER MANUFACTURER'S 5. GRAVEL CONSTRUCTION ENTRANCE
POOL
SPECIFICATIONS WITH LIVE STAKING, PERMANENT AND SHALL BE LOCATED AT ALL POINTS
TEMPORARY SEEDING PER PLANS AND RIFFLE
OF INGRESS AND EGRESS UNTIL SITE
SPECIFICATIONS. (TYPICAL BOTH SIDES) IS STABILIZED. FREQUENT CHECKS
>
OF THE DEVICE AND TIMELY
NIP
FFLE
MAINTENANCE MUST BE PROVIDED.
'#4 2"-3" MIXED STONE,
6. NUMBER AND LOCATION OF
w
MATTING 6" MIN. DEPTH CONSTRUCTION ENTRANCES PER THE
IN TRENCH ANCHOR TRENCH PLANS OR DETERMINED BY THE
ON 1' CENTERS 0 F -
ZANCHOR OVERLAP PLAN ENGINEER. Z D
ON 1' CENTERS PLAN NOTE: FILTER FABRIC TO BE PLACED BENEATH STONE W M
........ F. I ........... TEMPORARY CONSTRUCTION ENTRANCE M: F -
ANCHORS ON
3' CENTERS NOT TO SCALE 0
DIRECTION
OF FLOW
ANCHORS
2" x 2" (nominal) of
WOODEN STAKE
its Ld
z
0 uj
6' MAX. W/O WIRE z W 0 �4
u of --3 u
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NOTES:
PLAN VIEW 1. IN AREAS TO BE MATTED, ALL
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SILT FENCE FABRIC z
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SPECIFICATIONS PRIOR TO PLACEMENT 0 0
18" (TYP.) WIRE FROM TOP GRADE 3:
FLOODPLAIN/ OF COIR FIBER MATTING. GRADE of
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COIR FIBER OF WOODEN STAKES AS APPROVED BY Ln Li
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ANCHOR SKIRT AS
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811
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 ITWAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYKIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITYTO KIMLEY-HORN AND ASSOCIATES, INC. Copyright Kimley-Horn and Associates, Inc., 2011

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ENERGY DISSIPATOR FOR PUMP AROUND HOSE
(IF CLEAN WATER)
NOT TO SCALE
r1Q 01 MrAJW.Iff�ftb 1i INN Ellr� W,'WIQ Ell
NOTE: IF SPECIAL STILLING BASIN IS PLACED ON DISTURBED SOIL THEN A STABILIZED
OUTLET/CHANNEL NEEDS TO BE PROVIDED.
THE STABILIZED OUTLET WILL CONSIST OF A 1"-6" WELL GRADED MIX OF RIP RAP A
MINIMUM OF 1' THICK PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN
THE RIP RAP AND SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE
SPECIAL STILLING BASIN TO THE BANK OF THE CHANNEL BELOW THE WORK AREA.
FILTER FABRIC
3.0 FEET
SPECIAL STILLING BASIN
WITH ROCK PAD
NOT TO SCALE
EXISTING
GROUND
IMPERVIOUS DIKE
TEMPORARY FLEXIBLE HOSE
EDGE OF FLOODPLAIN
SPECIAL STILLING BASIN, UTILIZE A
STABILIZED OUTLET INSTEAD OF A
SPECIAL STILLING BASIN IF PUMPING
CLEAN WATER. (SEE NOTES)
SPECIAL STILLING BASIN
DEWATERING PUMP
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S) AND ENERGY DISSIPATOR FOR
HOSE/PIPE OUTLET.
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS.
DEWATER ENTRAPPED AREA. AREA TO BE DIEWATERED SHALL BE
EQUAL TO ONE DAY'S WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY
FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. PUMP AROUND AREA TO BE STABILIZED WITH MATTING AT THE END OF EACH
WORK DAY. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS SHEET
ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR EACH STREAM
SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
LOCATION OF THE IMPERVIOUS DIKE(S) FOR EACH DAY'S WORK. ALL
GRADING MUST BE STABILIZED AT THE END OF THE DAY.
8. REMOVE SPECIAL STILLING BASIN(S) AND OUTLET CHANNEL AND THEN
BACKFILL. STABILIZE DISTURBED AREA PER THE PLANS AND SPECS.
NOTES
1) ALL EXCAVATION SHALL BE PERFORMED IN ONLY DRY OR ISOLATED
SECTIONS OF CHANNEL.
2) IMPERVIOUS DIKES ARE TO BE USED TO ISOLATE WORK FROM
STREAM FLOW.
3) GRADED STREAM BANKS SHALL BE STABILIZED, WITH MATTING,
PRIOR TO PREDICTED RAIN FALL EVENTS, UNLESS ALL RAIN
EVENT FLOW CAN BE PUMPED AROUND FOR PREDICTED EVENT.
4) MAINTENANCE OF STREAM FLOW OPERATIONS SHALL BE INCIDENTAL
TO THE WORK. THIS INCLUDES POLYETHYLENE
SHEETING, DIVERSION PIPES, PUMPS AND HOSES.
5) PUMPS AND HOSES SHALL BE OF SUFFICICIENT SIZE TO DEWATER
THE WORK AREA.
EXISTING STREAM CHANNEL
PUMP—AROUND PUMP
IMPERVIOUS DIKE
EXAMPLE OF PUMP -AROUND OPERATION
NOT TO SCALE
Special Stilling Basin
The special
stilling basin(s)
shall be
a water permeable
fabric bag that traps sand,
silt, and
fines as sediment
laden water
is pumped into
it. This
device shall be
constructed
such that it is
portable
and can be used
ad jacent to
the pump hose
outlet.
lb
The filter fabric shall meet the requirements of
Section 1056 of the North Carolina Department of
Transportation (NCDOT) Standard Specifications for
Type 2 Fabric.
Stone shall be for erosion control control stone (#57).
Construction Methods:
The special stilling basin(s) shall be a bag constructed
to a minimum size of 10'x15' (3mx4.6m) made from a
nonwoven fabric. It shall have a sewn—in 8—inch
(20.3cm) maximum spout for receiving pump
discharge. The bag seams shall be sewn with a
double needle machine using a high strength thread.
The seams shall have a minimum wide width strength
as follows:
Test Method Minimum Specifications
ASTM D-4884 60 lb/in (10.7 kg/cm)
The fabric used to construct the bag shall be
stabilized to provide resistance to ultra—violet
degradation and meet the following specifications for
flow rates, strength, and permeability.
Property
Test Method
Units
Minimum
English
Metric
English
Metric
Weight
ASTM D-3776
Oz/yd
G/rn
8.0
248.0
Grab Tensile
ASTM D-4632
lb
Kg
200.0
90.72
PunctureFlow
ASTM D-4833
lb
Kg
130.0
58.97
Rate
ASTM D-4491
Gal/min/sfIL/s/sm
co
80.0
0.4
Permittivity
ASTM D-4991
1/sec
1.5
UV Resistance
ASTM D-4355
%
70.0
The special stilling basin(s) shall be placed so the
incoming water flows into and through the bag without
causing erosion. The neck or spout of the bag shall
be tied off tightly to stop the water from flowing out
of the bag without going through the walls.
The special stilling basin(s) shall be replaced and
disposed of when it is 3/4 full of sediment, when it is
impractical for the bag to filter the sediment out at a
reasonable flow rate, or when it becomes punctured or
torn.
The Contractor shall be responsible for providing a
sufficient quantity of bags to contain silt from
pumped effluent during construction.
Impervious Dike
The impervious dike shall not permit seepage of water into
the construction site or contribute to siltation of the
stream. The impervious dike shall be constructed of an
acceptable material in the locations noted on the plans or
as directed by the Engineer.
Acceptable materials shall include but not be limited to
sheet piles, sandbags, and/or the placement of an
acceptable size stone lined with polypropylene or other
impervious fabric.
Earth material shall not be used to construct an impervious
dike when it is in direct contact with the stream unless
vegetation can be established before contact with the
stream takes place.
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04

Strickland, Bev
From: [e-mail]
Sent: Wednesday, November 23, 2011 11:00 AM
To: Strickland, Bev
Subject: RE: DWQ# 11 -1002 Torrence Creek Trib
Ms. Strickland,
Please see the FTP link below. There you will find a zip folder containing the full set up plans in TIFF format as you
requested. The plans are not signed and sealed as they are still preliminary. If it is necessary we can sign and seal a
plan set and stamp 'Preliminary', scan and re-export to TIFF format. I'm hopeful that this set will suffice. If you have any
questions or if additional information is necessary please let me know.
Thank you,
Chris Tinklenberg, WPIT
Kiniley-Honiand AssociaLes, hic.
d i (70 1) 109 � 802
f,ii (70 1) 08 15
hm,n.((jm
You may forward the information in this e-mail to everyone who requires access to the site.
The ftp folder has been created under the /—secure folder on the ftp://ftp.kimley-horn.com site
Folder name
Torrence Creek Trib I
Username
DWQII-1002
Password:
NCDENR
Expiration Date
212312012
Every browser handles secure ftp sites differently. The universal method to access the site from different browsers is the
link listed below which includes the folder and site names as well as the user name and password:
ftp://DWQ 11- 1002: NC DEN Raft. kimley-horn.com/ secure/Torrence Creek Tribl
Access to FTP
There are multiple ways to gain access to the FTP site.
Internet Explorer 7
IE 7 has implemented changes to browser FTP behavior. Follow the steps below to open the FTP site in IE 7.
1 . Click the FTP link.
2. Once the FTP site is open in IE 7, click the Page icon in IE 7. This is located on the right just below the search
box.
3. Select Open FTP Site in Windows Explorer.
4. You will get an error message stating that you don't have access. Click OK.
5. Click File in the top menu.
6. Select Login As... .
7. Enter the username and password for the folder you are accessing and click OK.
You should now have access to the FTP site.

Copy/Paste Method
FTP can be handled by Windows'file explorer called Windows Explorer. Simply copy the link from this e-mail, open
Windows Explorer, and paste the link into the address bar. This will open the FTP site and grant you access.
Link to FTP Site
Once you are able to access the site, a third way to connect becomes available. Included in the root directory of the FTP
site is a command file. You can download this file to your local machine and use it as a direct link to the FTP site. Simply
download the 'FTP Link - Torrence—Creek—Tribl.cmd' file and place it somewhere you can easily find it, such as your
desktop. Once you have it downloaded you can use this to connect to the FTP. Double-click the file and it will open
Windows Explorer and prompt you for your username and password. Enter these and press Login and you will be in the
FTP site.
FTP SITE DISCLAIMER
This secure ftp site has been established by Kimley-Horn and Associates, Inc. (KHA) for limited use by certain of its clients and other expressly authorized users.
All authorized users have been provided with a username and password. If you have not been expressly authorized by KHA to access this site, please disconnect
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By using this site, you agree to the following rules and conditions:
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3. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, you agree
that no warranties are made with respect to the contents of these files.
From: Strickland, Bev [mailto:[e-mail]]
Sent: Wednesday, November 23, 20119:27 AM
To: Tinklenberg, Chris
Subject: DWQ# 11-1002 Torrence Creek Trib
Mr. Tinklenberg,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300c1pi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Bev
Beverly Sn-ickkwd, Admin0riHve Officer
Division of Wiwr Quihh . .... Progruri De%-Jopmen�
N,C, Depirwioi� of Environmoi� ind Mmirfl Resources
M,ifl Service Cenm, 16�O� 161ei­h� NC 27699 16�O
Phone:// 9 119 807 63 0
Bmid Address: Re S I ri c k I i tj.ct.al ll odl o i �(yv
....... .... . . . ..... . .. .... ....
Ud n Ll' lie:// (9 119) 807 63 0 0
17,ix Line:// (9 119) 807 6494
/�, mad C oltv�pondenc " to altdlron? tho addrv� � ma.l- be mbl/ec r to the -Vorth ( aroima Rec ord� J_all and ma.l- be doc Im"d to thu'd parrw�.