20150633 Ver 1_More Info Received_20150814

0 North Carolina Wildlife Resources Commission
Gordon S. Myers, Executive Director
August 7, 2015
Zan Price, PE
Water Quality Regional Operations
Asheville Regional Office
2090 U.S. Highway 70 -
Swannanoa, NC 28778
Re: South Mountains Game Land - Culvert Replacement AUG
Response to Comments 2015
DENR - WATER '�ESOUFtCEg
401 & BUFFER PERMITTING
Mr. Price:
Please find this as the response to the comments as shown on the letter from you, dated July 31, 2015. All comments
were addressed as follows:
1. Please provide a new Page 4 of the permit application (PCN) with a modified Table C.3 that lists each impact
area separately and accounts for all temporary as well as permanent impacts and any modifications made to the
project in response to this letter. Proposed impacts include culvert impacts, streambed material excavation, and
channel relocation impacts.
Page four of the PCN has been modified. The stream impacts have been broken down into removal of existing
culvert, installation of new culvert, stream excavation, excavating new stream channel and tilling existing
channel for relocation. Crossing 1 and Crossing 2 includes the impact of replacing the culvert and excavation
of accumulated sediment. Crossing 5 includes the Installation of the new culvert (45') and filling the existing
stream (52') for a total impact of 97'. Crossing 7 inclui;les the remoyal of the existing culvert (2-1') and filling
the•existing stream (70') for a'total of 91'. The new culvert was not considered an impact as it was not installed
within the existing stream channel.
Please provide a typical cross - section detail for each area of proposed streambed excavation and stream
relocations. Each cross- section shall include the proposed bankfull width, depth, area, streambed slope, and
stabilization method (e.g. coir matting detail). The proposed cross - section dimensions shall reference the
appropriate regional curve data or reference reach data.
Cross: section details have been added to sheet SD -8.1 for CR -2, CR =S and CR -7. Data was obtained through
the use of regional curve data and regional curve equations.
3. Please provide the proposed thalweg profile for the stream relocations at CR 2 and CR 5.
Proposed thalireg profiles have been added as sheet SD -6.1 f'o`r both CR2 and CRS.
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699 -1720
Telephone: [phone]

Other changes to the plans include:
1. Incorrect sheet numbers have been revised.
2. After discussions with pipe suppliers, the wingwalls have been modified.
After reviewing this submittal, please let me know if you need any additional information. If you have any questions or
comments about this submittal package or the responses, please do not hesitate to call me at (919) 707 -0155.
Sincerely,
1
Mark A. Hamlett, PE
North Carolina Wildlife Resources Commission
Engineering Section Chief

�a�
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 31, 2015
Mr. Mark Hamlett, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
AM) 0 6 2015
NCWRC ENGINEERING
Subject: Request for Additional Information
South Mountain Game Land — Culvert Replacements
Response Due: September 4, 2015
Dear Mr. Hamlett:
Donald R van der Vaart
Secretary
DWR Project #15 -0633
Rutherford County
The Division of Water Resources (DWR) has performed a review of a 401 Water Quality Certification
application received on June 25, 2015 for the above referenced project. The Division has determined that your
application is incomplete and cannot be processed. The application is on -hold until all of the following
information is received:
1. Please provide a new Page 4 of the permit application (PCN) with a modified Table C.3 that lists
each impact area separately and accounts for all temporary as well as permanent impacts and any
modifications made to the project in response to this letter. Proposed impacts include culvert
impacts, streambed material excavation, and channel relocation impacts. [15A NCAC 02H
.0502(b)(2) and (c)(2)]
2. Please provide a typical cross - section detail for each area of proposed streambed excavation and
stream relocations. Each cross - section shall include the proposed bankfuli width, depth, area,
streambank slope, and stabilization method (e.g. coir matting detail). The proposed cross - section
dimensions shall reference the appropriate regional curve data or reference reach data. [15A
NCAC 02H .0506(b)(2)]
3. Please provide the proposed thalweg profile for the stream relocations at CR 2 and CR 5. [15A
NCAC 02H .0506(b)(2)]
If all of the requested information is not received in writing by the response due date, the DWR will be unable
to approve the application and it will be returned. The return of this project will necessitate reapplication to the
DWR for approval, including a complete application package and the appropriate fee.
Water Quality Regional Operations — Asheville Regional Office
2090 U S. Highway 70, Swannanoa, North Carolina 28778
Phone- 828 - 2964500 FAX: [phone]
Internet: http- l /podal.ncdenrorg/webtwq
An Equal Opportunity 1 Affirmative Action Employer

South Mountain Game Land — Culvert Replacement
DWRR 15 -0633
Page 2 of 2
Please respond in writing by the due date by sending three copies of all of the above requested information to
the 401 & Buffer Permitting Unit:
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
Please be aware that you have no authorization under the Section 401 of the Clean Water Act/ Isolated
Wetlands and Isolated Waters Rules /Buffer Rules for this activity and any work done within waters of the state
may be a violation of North Carolina General Statutes and Administrative Code. Please call Ed Williams (828)
296 -4686 or Zan Price (828) 296 -4662, if you have any questions.
Sincerely,
peo-1 �'� -
Zan Price, P.E., Assistant Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
cc: DWR 401 & Buffer Permitting Unit
DWR ARO 401 files
ec: William Elliot, USACE Asheville Regulatory Field Office
Andrea Leslie, Mountain Habitat Conservation Coordinator, NC Wildlife Resource Commission
GAWR \WQ\Rutherford \401 s \Non- DO- nSouth Mountain Game Land - Culvert
Replacement\ADDIN FO.401_SouthMountainGameLands. doc

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑X Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland Impacts proposed on the site, then complete this question for each wetland area impacted
2a. 2b 2c 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impact
Permanent (P) or DWQ (401, other) (acres)
Temporary (T)
W1
W2
W3
W4
W5
W6
2g Total Wetland Impacts:
2h Comments:
3. Stream Impacts
If there are perennial or intermittent stream Impacts (including temporary Impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d
3e.
3f.
3g
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
Intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
Unnamed
INT
Corps
3
83
S2 P
Culvert
Sudlow Branch
INT
Corps
7
110
S3 P
Culvert
Unnamed
INT
Corps
4
97
S4 P
Culvert
Unnamed
INT
Corps
8
91
S5
S6
3h Total stream and tributary impacts
403
3i Comments.
S1 - CR1 Existing culvert = 30', New culvert = 25', Stream excavation = 53'
S2 - CR2 Existing culvert = 30', New culvert = 30', Stream excavation = 80'
S3 - CR5• Existing culvert = 40', New culvert = 45'; New stream excavation = 38', Fill existing stream = 52'
S4 - CRT Existing culvert = 21', New culvert = 43', New stream excavation = 30', Fill existing stream = 70'
Page 4 of 10
PCN Form — Version 1.4 January 2009

[NOT RELEASED FOR CONSTRUCTION
DATE: JUNE 19, 2015
REVISED: AUGUST 7, 2015
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
SHEET INDEX
SD -1.0 EXISTING CONDITIONS AND DEMOLITION PLAN
SD -3.0 GRADING PLAN
SD -6.0 PROFILES
SD -6.1 PROFILES
SD -7.0 LANDSCAPE PLANS
SD -7.1 PLANT SCHEDULE
SD -8.0 DETAILS
SD -8.1 DETAILS
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699 -1720
(919) 707 -0150 FAX: [phone]
PROJECT
SOUTH MOUNTAINS GAME LAND
STREAM CROSSING #2
GAME LAND ACCESS ROAD (OF OFF US 226)
RUTHERFORD COUNTY, INC
PERMIT DRAWINGS
NOTE
Elevations For All Sheets are based on assumed elevations
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DENR - WATER RESOURCE
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6 Plant material list is prepared for estimating purposes only. Contractors
make their own quality takeoffs using drawings to determine quantities to their Date:
satisfaction, reporting any discrepancies which may affect bidding to Landscape 7 -22 -2015
Architect File Name•
7 Nursery togs to remain on trees until plant material is approved by Landscape SMGL -CR2
20 0 20 40 60 Architect, Surveyed. JCF
— -- — — 6 All disturbed oreos to be seeded per Erosion Control Plan Permanent Seeding Designed* MAH
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PLANT SCHEDULE
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PRONDE 3 GUYS fOR EACH
ANNUAL SEED MIX
TREE SPACED EOUAILY AROUND
Browntop Millet
/REEL THREAD HIRE 7HRU
'
CROMMETTED TAPE BY CCS INC
Winter Rye
(P-1 807/J50 -3584)
Winter Wheat
OR APPROVED EOUAI
2 STRANDS 12 GAUGE
CAV IWRC AWSTED TIGHT.
STAKING NOTE
PROVIDE SVETY nACGN'C
ONLY SLAKE 1r CLAY TREES 4" CALIPER
aV EACH GUY
AND LARGER OR W IWDY LOCATIONS
6" 50a SAUCER AROUND TREF
AS DIRECTED BY LANDSCAPE ARCHITECT
42 'LONG 14 REBAR
Panlcumclandesnnum
STAKE DRMN 39' INTO
.Sparganiamotnencanum
GROUND (FIRED SLAKES
Scirpusalrovirens
iWTMN MULCHED AREA)
PU AMENDED
3' DEPTH MULCH
Sat AREA FINISHED GRADE
(KEEP MULCH 6' FRO
Chasmanrhllrm /attjolium
TRUNK OF TREE)
Sorghastnim nutans
Lencefealcoreopsis
Coreopsislanceolam
Little blueslern
AUENDfO SOIL AREA
REMOVE LOP !/J BURLAP
- - THOROUGFILY T8L IN
AND 70P OF WIRE LASK17
45 MW PLANTING 509 A TURC
TO
AFTER TREE IS SET AND
APPROVED BY LANDSCAPE
I AMENDMENTS DEPTH
OF 8• (W SOME
A0?C'lIT7EC1:
MIN STRIATIONS, i
Pennsyhareasmartweed
(WNLRE SPACE ALLOWS) BE PLANTED OVER THIS
6' DEPTH PUNTING SOIL
ARLA)
UWURE TAMPED TERM
3X BALL D14
BENEATH ROOT BALL —
—� MULCH RING FOR
mffs W LADEN
GENERAL NOIFS.
MINIMUM 5' DLAME7171?
1 PUNT SO THAT TOP OF ROOT RAIL 5 2' ABOVE FINISH GRADE
2 -TAR" SIDES AND BOTTOM Of PIT
Soft rush
3 84CKFJII TREE PIT IY17H SPECIFIED PUNTING SOUL MIXT1/RC IN 8" LAYERS, LAND TAMPED TO REMOVE LANDS
4 WHEN 213 59CKFLLLED, FILL WIUI WATER
Panicam vlrgantm
5 AFTER PLACING AND AND- TAI.fPWG FINQ LAYERS WATER AGAIN UNAL 110 MORE is ABSORBED.
6 STAKE AND CLAY TREES LF A'PutAstr
7 DO NOT WRAP TREF TRUNKS
TYPICAL TREE PLANTING
f7Nt5MFO GRADE
THOROUGHLY A(L IN
PLANTING SOIL UIXNRE
AMENDMENTS TO "PIP
OF 8' IN ENTIRE SHRUB
BED AREA
J' DEPTH MULCH
(KEEP MULCH AIVAY f1T0U
SHRUB PIT BASE OF PLANT Am 4
PULL ROOTS OUT OF BALL
FROM TOP STOCK 96• PAIN
REMOVE TOP t/J BURLAP
FROM B&S STOCK
6' DEPTH PLANTING SOIL MULCH RING FOR
AOXT)Rf 7ALPED RRU SHRUBS IN LAWN
BENEATH ROOT &LL r JA' 841 DIA M /NAtUM 4' DIAAHCTIR
,0LIE1I L NO $l� =RS
I RAT SO THAT TOP OF ROOT ML IS I " A8OVF FINISH GRADE
2 SGR?Y SLOES AND BOTTOM OF PR
J BACKFXL SHRUB PIT WITH SPECIFIED PUNTING SOIL AlIX/URE IN 6" LAYERS HLAV- TAMPED. TO REMOVE VOIDS.
4 WHEN 21J LACKFILIED, FILL 1117H WATER
5 AFTER PLACING AND HAND -TAWW fWAL LAYERS WATER AGAIN UNTIL NO MORE IS ABSORBED
TYPICAL SHRUB PLANTING
APPROX 30 DEGREES — ,__._. 1 7 EXCAVATE* DRENCH BY !LINO IV/ SPAOF
APPROX 45 DEGREES L- TURF 2 ADD EXCESS SOIL 10 ADACENI PUNT
.MULCH BED AFTER PULLING BACK EXI51ING MULCH
�y RATE SOIL AND SUGOTH BEFORE MULCHWC
'�!, II � ` 47,I/N
— �s;
LAWN EDGE DETAIL
GROUNDCOVER PLANT (TIP)
O O O-1
SPACING PER PLAT
O O O Oy SCl2DLRC
O O O ,
IATT
I
RN1SH GRADE
PLANTING SOIL
!FIXTURE
GENERAL MO7E5.
I RIROROUGIRY TILL W PLAITING SOR MIXTURE AV£NDUENTS TO DEPTH OF 8" W ENTIRE GROUNDCOV£R BED AREA
2 rVRK Sai. 70 LOOSE. UNTORLLLY fWf IEMRE
3 HAND -TNAP 84CKRLL TO REMOVE VOIDS N40 NR POCKETS
4 WATER IMMEDIATELY AFTER PWAWC UNTIL NO MORE ILAIER IS ABSORBED
PLANT SCHEDULE
BOTANICAL NAME COMMON NAME
CODE TREES
i
ISHRUBS
ARON I ARONA ARBURFOLIA
r CORNUS AMOMUM_
SAMBUCUS CANADENSIS
I
I
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I GROUND COVERS /GRASSES /PERENNIALS
SEED I
MIX
I
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I TURF & MULCH
I
I
MULCH IjI
1
I
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I
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I
IRED CHOK£BERRY
1 SILKY DOGWOOD
IFIOERBERRY
I
I
I
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I
!I
1
I PERA(ANENT NATIVE MIX
SHREDDED HARDWOOD
I I
A88REVIATIONS 11YF FULL WFIL FORMED US MULTI- STEMUEO TRUNK
SP SPECIMEN MATERIAL CAL TRUNK CAUPER
IF TREE FORM R4W GAL GALLON CONTAINER
TEMPORARY & PERMANENT SEED SCHEDULE
COMMON NAME
SCIENTIFIC NAME
ANNUAL SEED MIX
Browntop Millet
Panlcum ramosum
Buckwheat
Erlogonumspp.
Winter Rye
LOhumapp
Winter Wheat
Triticumspp
PERMANENT NATIVE MIX
Arrowleafleadhumb
Pol}gouumsagltrartlm
Big bluestem
Andropogon gerardil
Blackeyed Susan
Rndbeckiahirta
Blue vemin
Verbena hastata
Deerlongua
Panlcumclandesnnum
Eastern bur reed
.Sparganiamotnencanum
Green bulrush
Scirpusalrovirens
Grey headed cone flower
Ratibidapintmta
Hop sedge
Carerhtplihna
Indian wood oats
Chasmanrhllrm /attjolium
Indmangrass
Sorghastnim nutans
Lencefealcoreopsis
Coreopsislanceolam
Little blueslern
Shtrachyrium scoparium
Many leaved bulrush
Sctrpuspo4phyllus
Nodding bur- mangold
Btdenscernua
Oxeye sunflower
Hellopstshehanthoides
Partridge pea
ChamaecriMajarctculata
Pennsyhareasmartweed
Po1}gomtmpans3,Aamcutn
Purple cone flower
Echinacea purpurea
River oats
Chasmanihium lattfolntm
Showy evening primrose
Oenothera speciosn
Showy tickseed sunflower
Bidensansrosa
Smooth panic grass
Pantcum dicholoHmJlonim
Soft rush
JunctlseJfttsas
Switch grass
Panicam vlrgantm
Virgins wild rye
Elivmus virginicus
COMBINED TOTAL
RATE
10 Iblac
15 Iblac
30 Iblac
15 Iblac
15 Iblac
QUANTITY HEIGHT SPREADICALIPER SPACING I REMARKS
15
12
12
1,547 SF
1,260 SF
5 GAL
5 CAL
5 CAL
EGG EGG CAN CONTAINER
B&B BATED AND BURLAPPED
SF SOLAR£ FEET
i
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AS SHOWN IFWF CON
AS SHOWN IFWF CON
AS SHOWN IFWF CON
I
CON CONTAWER120 MA7ERLAL
OR BIKE ROOT ARTERIAL
ESP ESPALIER
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I NATIVE GRASS AREA TO BE Af019£D
ONCE IN LATE WINTER TO 6 " -8` HEIGHT
SEED ALL D157URBED AREAS
PER PERMANENT SEEDING SCHEDULE
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Date -
7-22 -2015
Ede Name
SMGL -CR2
Surveyed JCF
Designed MATH
Drawn MAH
Approved N/A
Sheet No.
SD -7.1

EX. CANAL /CHANNEL
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INSTALL SAND BAG DIK\&,
UPSTREAM AND DOWNSTREAM
OF PIPE PRIOR TO REMOVAL,
MAINTAIN DIKES UNTIL
CULVERT IS REPLACED AND
BACKFILLED
11SD -8.0
TYPICAL CULVERT INSTALLATION
NO SCALE
INSTALL SILT FENCE
ACROSS TOP OF EA. END OF
PIPE
sue\
EX. ROAD /PATH
INSTALL SILT FENCE
ACROSS TOP OF EA END OF
PIPE
- EX CANAUCHANNEL
EXISTING GRAVEL
MIN. 24" COVER ROAD
+ COMPACT BACKFILL
IN 6" LIFTS
r
13' -11':V8'- 7 CMP PIPE ARCH
WITH 2" CORRUGATIONS
(CONTECH OR EQUIVALENT)
EXISTING STREAM BED
? �_- -? � -- � I - -� r' III - __• -- -'
f ! PLACE ROCK TO MATCH
�- -- f
NATURAL STREAM CHANNEL
2/SD-8.0
CULVERT CROSS SECTION
NO SCALE
NOTES*
1. ONLY PERFORM CULVERT REPLACEMENT DURING A PERIOD OF LOW
OR NO FLOW, AND WHEN NO SIGNIFICANT RAIN IS FORECASTED.
2 INSTALL SAND BAG DIKES UPSTREAM AND DOWNSTREAM OF EXISTING
CULVERT. PUMP OUT ANY WATER TRAPPED BETWEN DIKES. IF THERE IS
ANY FLOW IN EX. CHANNEL, MAINTAIN A BYPASS PUMP DURING
INSTALLATION.
3. REMOVE EX. CULVERT.
4. INSTALL STONE BASE, CULVERT, AND BACKFILL CULVERT
5. INSTALL SILT FENCE ON EITHER SIDE OF NEW CULVERT.
6. REMOVE SAND BAG DIKES
7. SEED AND MULCH ALL DISTURBED AREAS
jNOT RELEASED FOR CONSTRUCTION z
SITE AREA
STABILIZATION
STABILIZATION TIME
g
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
U
SWALES, DITCHES
7 DAYS
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SITE AREA
STABILIZATION
STABILIZATION TIME
DISPOSITION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
• HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR LESS IN
• SLOPES STEEPER
7 DAYS
LENGTH AND ARE NOT STEEPER
THAN 3 1
THAN 2.1, 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
14 DAYS
7 -DAYS FOR SLOPES GREATER
FLATTER
THAN 50 FEET IN LENGTH
• ALL OTHER AREAS
NONE (EXCEPT FOR PERIMETERS
WITH SLOPES
14 DAYS
AND HOW ZONES)
FLATTER THAN 4:1
3 /SD -8.0
DWR GROUND COVER REQUIREMENTS
NO SCALE
ICA.1?0
SEAL
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Date
2 -26 -2015
File Name
SMGL -CR2
Surveyed JCF
Designed MAH
Drawn MM
Approved MIA
Sheet No
SD -8.0

c.
1 OBTAIN ALL REQUIRED FEDERAL, STATE AND LOCAL APPROVALS AND PERMITS.
2. SCHEDULE AND HOLD A PRE - CONSTRUCTION MEETING PRIOR TO BEGINNING ANY LAND- DISTURBING ACTIVITIES THIS MEETING SHOULD
BE ATTENDED BY A REPRESENTATIVE OF THE FINANCIALLY RESPONSIBLE PARTY, ALL INVOLVED CONTRACTORS AND THE DESIGN TEAM.
3. INSTALL TEMPORARY 24" SINGLE WALL HDPE DIVERSION PIPE. ENSURE MINIMUM 2' COVER UNDER EXISTING GRAVEL ROAD.
4 INSTALL TEMPORARY SAND BAG DAMS AND ROUTE STREAM THROUGH DIVERSION PIPE.
5. WHEN THE WORK AREA IS DRY, REMOVE EXISTING CULVERTS
6. INSTALL NEW CMP PIPE ARCH CULVERT. EMBED PIPE AS SHOWN ON PLANS PLACE MATERIAL IN PIPE TO MATCH EXISTING STREAM
CHANNEL
7. INSTALL CONCRETE HEADWALLS. FILL MATERIAL OVER CULVERT AND COMPACT IN 6" LIFT TO MEET PIPE COVER REQUIREMENTS.
B. EXCAVATE MATERIAL FROM EXISTING STREAM BED TO MATCH PROPOSED PROFILE.
9. REMOVE SAND BAG DAMS AND DIVERSION PIPE TO RESTORE STREAM FLOW THROUGH THE CULVERT.
10. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN THE SPECIFIED NUMBER OF DAYS.
SNOT RELEASED FOR CONSTRUCTION z
CONSTRUCTION iREVISED: 8 -7 -2015 DWR COMMENT
STEP 1 REMOVE BRANCHES AND LARGE ROCKS FROM AREA WHERE THE SAND BAGS WILL BE PLACED INSTALL SANDBAGS UPSTREAM AND
DOWNSTREAM OF CULVERTS TO BE REPLACED, IF THERE IS STANDING WATER IN THE EXISTING CHANNEL
O
STEP 2• LAY OUT THE IMPERVIOUS POLY - FABRIC LINER WITH THE CENTER OF THE LINER LOCATED UNDER THE CENTER OF THE SAND BAG DIKE v
to
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STEP 3' PLACE THE SANDBAGS TO THE DESIRED HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO SUPPORT THE HEIGHT EACH ROW SHALL BE j w
OFFSET SO THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY TOGETHER 02
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STEP 4 WRAP IMPERVIOUS POLY - FABRIC LINER AROUND SANDBAG DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS w 11
w(�
STEP 5. PUMP OUT ANY WATER TRAPPED BETWEEN THE TWO SAND BAG DIKES. O z z
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MAINTENANCE w 0 ¢ 0 C,
- PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND LEAKS _Z U O
- REMOVE IMPOUNDED TRASH AND SEDIMENT z Z 5 1- o o m
- REMOVE ONCE CONSTRUCTION IS COMPLETE a W w 0'
FILTER BAGS FILLED WITH SAND IMPERVIOUS POLY- FABRIC, INSTALL U Z
UNDER, AROUND AND OVER SAND BAGS x0§0
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INSTALL SAND BAGS TO MATCH EXISTING
HEIGHT AND WIDTH OF CHANNEL
CONSTRUCTION SEQUENCE SAPID BAG DIKE CHANNEL
NO SCALE NO SCALE
CROSS SECTION SHOWN IS FROM
SURVEY OF EXISTING STREAM CHANNEL
10.47' BANKFULL WIDTH
I
STREAMBED
SIDESLOPE = 1.2:1
Vt`••,,4SS/ X4.1 %
SIDESLOPES TO BE :q 0��9<
STABILIZED WITH _ SEAL
COIR MAT BANKFULL CROSS— SECTIONAL AREA = 1753 SF �72�
BANKFULL WIDTH = 10.47 FT
COIR MAT TO BE ROLANKA BIOD —MAT 40 BANKFULL MEAN DEPTH = 1.05 FT
OR EQUIVALENT. MAT TO BE INSTALLED
PER MANUFACTURERS RECOMMENDATIONS. (FROM REGIONAL CURVE DATA)
3/SD -8.1
STREAM CROSS SECTION
NO SCALE
4/SD -8.1
NOT USED
NO SCALE
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Date
2 -26 -2015
File Name
SMGL -CR2
Surveyed JCF
Designed MAH
Drawn. MAH
Approved WA
Sheet No
SD -8.1