20150189 Ver 1_Site Plan_20150213

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VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NO. DESCRIPTION
fry
1 TITLE SHEET
2 EXISTING SITE PLAN
3 PROPOSED SITE PLAN c -.0
4-5 DETAILS
6-8 CROSS SECTIONS
PI-P2 PLANTING PLAN FEB
EC I -EC3 EROSION CONTROL PLANS
30 0 30 90
SITE PLAN 5ZHEETS
HORIZONTAL PROFILE
I. i'« WETLAND RESTORATION
PROPOSED WETLAND ENHANCEMENT
PROPOSED WETUND PRESERVATION
0.95 AC
0.07 AC',
0.20 AC
HENT"t 11-JR S U'-"" N C T T N " T T" CAT
L, 1L I IIN U i% ri %v u
STATE' PROUCT NO.
Mliff NO,
TOT" Mill"s
NC 1070-HYDR
1
8
Prepared by:
"xw%111 I I (I///,
CARCt
SEAL
021767
IN
A N T
PROJECT ENGINEER
A FINAL PLANS 12/12/2014
B SHEETS 3. P-1. F-2, EC-2 12/23/2014
c SHEETS P-2 1 2/9/2015 P
I
REVISIONS
FINAL PLANS
Prepared for:
CAROLINA
SARAH FRASER
PROJECT MANAGER

ENGINEER]
12 1/2 Wall St,
EXISTING 2
PHONE. (828) 4,
Offf CAROLINA M(
1 7
Trtu
]STING 4
EXISTING
NT t
7,
AS NOTED
7
U
LOCATION OF EXISTING UNCHE
. .........
77) . ... ......
4CA11
71
Y
A
0- LOCATION KE
ISTING 4" PVC
4,
LEGEND
(ISTING JAPANESE KNOTWEED. RAILROAD
IN
'.'�Z�3zN J
g,
RIGHT—OF—WAY
5 �SOIL
AND COMPROMISED 101i
0—i
S",
i77\
-'RA
R
`mg, mg R
n
EXISTING
WETLAND
EXISTING CONCRETE �,N
EXI5_TNq_Q WOODEN SIRUCI
STRUCT
k,
BRICK AND METAL.
EXISTING
o.
NOTE: 2 SMALL PRO, PANE TANKS TREES
WQQDEN STRQQTURE
M. 8 t.
�'R
V`-
EXISTINQ
OTHER MATERIALS: CONCRETE,
�y
ga,
"NN,
A':
E
z,
m
RAILROAD
NOTE: CONNECTED TO UTILITY LINE
RIGHT OF—WAY
APPROXIMATE
NSTONE/BRICK AND METAL.
EXISTING WQQDQN_ 3
'GAS LINE TREE
OTHER MATERIALS: CONCRETE,
............
STONE/BRICK AND METAL
M E
EXISTING 15
ETAL PIP EXISTING OVERHEAD UTILITY
'D)
EYE
PROXIMATE LOCATION NOT SURV
�AP
. . . ......
. .... . . .
.................
... . .. ...
R.�
M
. . . . . . . ..... .
Inn,
vi
"M
"R,
AM
KRN'
:,Z
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q
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....... 101
j 1011,
�Z .
g
EXISTING 24" CMP R,
_YD
MR,
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(APPROXIMATE LOCATION NOT SURVEYED) MWIS
30 0 30
9
0
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kt:
SCALE IN FEET

-em ng
W I f k E
n I n ENGINEERING & ENVIRONMENTAL MINSULTING
MCENSE NO, P-0417
:12 1/2 Wall St., Suite C Asheville, NC 26801
PHONE: [phone] WWW.W0lYCREEKENGX0M
HYDER PASTURE BOG RESTORATION
CAROLINA MOUNTAIN 1AND CONSERVANCY
'17 7
owtu-
ma
"ITE PIAN
I2
b ft
PROPOSEDS
k
SCALE
1070
3
AS N RTS
............ . OTED
N T LL DA" 12/23/14 4y SGG
PROPOSED LOG SI "on" No MAINTAIN EXISTING WETLAND ANU PATE By mv. INV. EIL EV 2162. HABITAT 7 19/23/14 RTS SGG REVISED NOTES
INV. ELEV 2162.5 . ... . PROPOSE" SLOUGH:�� A.) LOCATION KEY
1 Vlt* IILL EXISTING LEGEND
DITCH RAILROAD
RIGHT-OF-WAY
AREA OF TOPSOIL REMOVAL I
EE NOTE 2 CHANN
EL
EXISTING
WETLAND
IG STRUCTURE
EXISTIN REMOVED)
5 NOTE -APPROXIMATE
e 'j'RAILROAD .. ... ..... PR
-OF-WAY 0
,,RIGHT
POSED
KISTING STRUC FILL
lFLOW PATH
-E NOTE 5 BE REMOVED' EXISTING
TREES
1
RE ABANDONED ILI f TREES TO BE
JO BE REM SVED
�Iu bt KtmuvtL),f (PITCH PINE)
I-2- j 7L�
ROOT
BALL AND/OR
REMOVE EXISTING PIFE x
L7-1:70 E ISTING
CONTOURS
CONTOURS
HANNEL PROPOSED INLET C PROPOSED SPOIL, AREA
3EE NOTE 4 ELEVATION
IV IIN TE 1. AREAS CONTAINING OCCUPIED HABITAT FOR BUNCHED ARROWHEAD WILL BE FLAGGED AND ISOLATED FROM CONSTRUCTION
IMPACTS. I F ANY PLANTS ARE FOUND TO OCCUR WITHIN CONSTRUCTION AREAS THEY WILL BE RELOCATED BY UrFWS STAFF
TO AN AREA ISOLATED FROM CONSTRCTION IMPACTS.
2. SOILS WITHIN THE AREA OF THE SITE CONTAINING JAPANESE KNOW�EED SHALL BE EXCAVATED, DOUBLE BAGGED,, AND SHALL
BE DISPOSED OF IN A SUITABLE SITE AGREED UPON BY THE LANDOWNER AND PROJECT STAKEHOLDERS.
.3. CLEARING AND GRUBBING SHALL BE LIMITED TO THA7r WHICH IS NECESSARY FOR CONSTRUCTION OF THE WETLANDS,
.. .. ...... SLOUGHS, AND SWALES. 4 PROPOS D SPOIL AREA SHALL BE MOWED PRIOR TO PLACING FILL. MATERIAL AND REASONABLE EFFORTS SHALL. BE MADE TO
.
'TURE SEEDS INTO WETLAND RESTORATION AREAS.
AVOID CONVEYING PA
5. EXISTING STRUCTURES AND UTILITY LINES DESIGNATED TO BE REMOVED SHALL BE PROPERLY DISPOSED OF IN A SUITABLE
DISPOSAL SITE AGREED UPON BY THE LANDOWNER AND PROJECT STAKEHOLDERS, AND OUTSIDE THE ACTIVE CHANNEL OR
FLOODPq.AIN OF ANY 6. ALL EQUIPMENT WILL EE CLEANED OF MUD AND SEEDS/PLANT MATERIALS PRIOR 1*0 ENTERING SITE TO LIMIT THE POTENTIAL
-NATIVE INVASIVE PLANTS,
FOR SPREADING NON
7. WHEN HAULING EXCAVATED MATERIAL FROM WETLAND RESTORATION AREAS, ONE ROUTE WILL BE ESTABLISHED TO AND FROM
THE WETLAND AREAS TO THE DISPOSAL AREA. EQUIPMENT USED TO SPREAD THE EXCAVATED MATERIAL WILL Na ACCESS
ANY PORTION OF THE' NEWLY RESTORED AREAS.
8. ALL MECHANIZED EQUIPMENT WILL BE FREE OF LEAKS OF HYDRAULIC FLUIDS, OIL, FUELS, LUBRICANTS, AND OTHER TOXIC
MATERIALS UPON ENTERING THE SITE, AND SHALL BE INSPECTED REGULARLY AND MAINTAINED TO PREVENT CONTAMINATION
-ACE WATER AND WETLANDS F'ROM THESE SUBSTANCES. A CONTINGENCY PLAN SHOULD BE DEVELOPED FOR THE USE
OF SURI THE APPROPRIATE
MATERIALS, INCLUDING SPILL CONTAINMENT, CLEAN UP, AND NOTIFICATION Of,
30 0 30 90 DISPOSAL SHOULD BE RETAINED ON THE SITE.
REGUL,ATORY AGENCIES AND WATER PURVEYORS IN THE EVENT OF A PROBLEM. SPILL KITS, SORDENTS, AND CONTAINERS FOR
SCALE IN FEET

TABLE 4: STRUCTURE DIMENSIONS
REACH
STRUCTURES
BOULDERS
TOTAL LOG
LENGTH (FT\
L
(FT)
X
(FT''
LENGTH
(FT)
WIDTH
r-T)
I DEPTH
(FT)
OUTLET ("'HANNEL,
2.0 -3.0
1.5 .01
1.0-1.5
SLOUGH
5
1 1 3
2.0-3.0
-_
1,15-2.0]
---
1.0-1.5.
NOTE: TOTAL LOG LENGTH INCLUDES THE ROOTBALL
2"X2"Xl 8"
HARDWOOD STAKES
ON 2' CENTERS
VARIES
TABLE 5: LOG DIAMETERS
TOTAL LOG LENG--H (FT)
),'.,IN IDIAMETER (IN)
MAX DIAMETER (IN)
< 20
12
'18
2''X2"X 18"
HARDWOOD STAKES
O'il 2' ("ENTERS
NATURAL GROUND --- NATURAL GR';,UND
1' (MIN)
COIR F 3ER
MATTING ;,
AINCHORS ON
3 CE
2"X2"X18"
HARDWOOD STAKES
INLET CHANNEL ON 2' CENTERS
NOT TO SCALE
SECURE FABRIC
TO HEA ER LOG
SAO-KFILL CAP
FILTER FABRIC SEE STRUCTURAL NOTE 2 NATURAL GRCUND
HEADER
LOG
CHANNEL BED- BACKER ;LOG
CIL
97vTrW
PAST END OF STRUCTURE (TYP)
Z
SECTION A-A
KIOT TA Cr'AIC*
I
12"(MIN)
VOIDS-) SHALL BE
CHINKED WITH BRUSH
PRIOR TO INSTALLATION
OF FILTER FABRIC
BACKFILL
SEE STRUCTURAL \10TE I
BACKFILL
SEE STRUCTURAL NOTE 1
B
LOG SILL
PLAN VI EW
NOT TO SCALE
-EXTEND FILTER FAB;=. lC 2' MIN
PAST END OF STRIJ'­, TURE (TYP)
NATURAL GROUND
2"X2"X'8"
HARDWOOD STAKES
ON 2' CENTERS
BANK PROTECTION
SEE DETAILS SHEET 5
BRUSH FLL
TOP OF BRUSH
J- 2" ABOVE: LOW 'VAT ER
1.5' (MIN)
6"-8" FOOTER 'LOG
SECTION B-B
RIOT TO SCALE
VARIES
VARIES
5'
SLOUGH
NOT TO SCALE'
NATURAL GROUND
2"X2"Xl8,"
HARDWOOD STAIKES
ON 2' CEDIJERS
NOTE: BRUSH SHALL. BE 4'
LONG ll"-Y DIA HARDWOOD
LIMBS.
FILTER FABRIC
z
4' ANCHORS ON
3' CENTERS
"'- ?"X.2"X18"
OUTLET CHANNEL HARDWOOD STAKES
NOT TO SCALE ON 2' CENTERS
FLOW
FILTER FABRIC -
BACKFILL CAP
SEE STRUCTUPJ�t NOTE 2
GRADE POINT ELDIATION
SET HEA"IER BA 'K
113 TO 1/2 'NOTH
OF FOOTER ROCK
12"(MlN)---j
ut
BACKFILL
SEE STRUCTURAL NOTE 1
HEADER ROCK-/
FOOTER ROCK
SECTION C-C
NOT TO SCALE
EXTEND FILTER FABRIC 2' MIN
PAST END OF SlRUCTURE
FOOTER ROCK (TYP)
FLOW
i
"ENERAL NOTES:
CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK.
2. ALL EQUIPMENT MUST BE CLEANED PRIOR TO ENTERING SITE TO
LIMIT POSSIBLE NON-NATIVE SEED TRANSPORTATION.
3. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE
WETLANDS, STREAM OR ITS TRIBUTARIES SHALL BE INSPECTED
REGULARLY AND MAINTAINED TO PREVENT CONTAMINATION OF
STREAM WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS,
OR OTHER TOXIC MATERIALS.
4, CLEARING AND GRUBBING SHALL BE LIMITED TO THA7 WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER.
5, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS
AND EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS A17-FE CTED BY
CONSTRUCTION TRAFFIC.
6. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT
OF CONSTRUCTION ACTIVITIES.
8. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES.
SURVEY:
THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE PLANE GRID.
THE VERTICAL DATUM IS NAVD88. I
CHANNEL C-ONSTRUCTION hQ!a-
1. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO THE
CHANNEL DETAILS.
2- DIMENSION TOLERANCES SHALL BE AS FOLLOWS:
WIDTH: 0.5 FT
DEPTH: 0.2 FT
RIFFLE ELEVATIONS: +/- 0.1 FT
POOL ELEVATIONS: + 0,1 FT, - 0.5 FT
STRUCTURE ELEVATIONS: +/- O.1 FT
3. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE
BACKFILLED WITH 1-FOOT LIFTS AND COMPACTED TO IN-SITU
SOIL DENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND
ORGANIC DEBRIS PRIOR TO BACKFILLING.
4. PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW
DURING CONSTRUCTION WHEN PRACTICAL.
TREE SURVEY/HARV STZPROTECTION NOTES:
WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS
IN-STREAM 'STRUCTURES FOR STREAMBANK STABILITY, GRADE
CONTROL, A14D AQUATIC HABITAT ENHANCEMENT/RESTORATION,
WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE
DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES
WILL BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
RECONSTRUCTED STREAM BANKS DURING THE RESTORATION
CONSTRUCTION PROCESS.
2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION
PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED,
HAZARD, AND UNDESIRABLE TREE SPECIES UNTIL THE QUANTITIES
NEEDED FOR. STREAM RESTORATION ARE MET. AREAS SELECTED
FOR HARVEST SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE
AND DELINEATED BY A CERTIFIED ARBORIST OR OTHER
PROFESSIONAL ECOLOGIST/BIOLO%-71ST,
3. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED
STAGING AND STOCKPILE AREAS.
4. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP AND
EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND
PERMANENT SEEDING/MULCH AS HARVESTING OCCURS.
STRUCLQMLNOTP.3.
" 1. STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF ON-SITE SOIL
STRUCTURE INVERT �ii Al, NOTE: SEE TABLE FOR MIN BOULDER DIMENSIONS COMPACTED TO IN-SITU DENSITY.
AND STA LOCATION 2. STRUCTURE BACKFILL CAP SHALL CONSIST OF 2-60 STONE AND
(GRADE PT. ELEV) ON-SITE SOIL MIXED IN EQUAL PARTS. MIXTURE CAN BE
\-EXTEND FILTER FABRIC 2' MIN ACHIEVED BY COMPACTING STONE INTO PLACED SOIL. WHERE
BACKFILL-7 PAST END OF STRUCTURE ON-SITE STONE/GRAVEL IS AVAILABLE AND OF SUFFICIENT SIZE, IT
SEE STRUCTURAL NOTE 1 MAY BE USED IN PLACE OF QUARRY STONE, AS APPROVED BY
THE ENGINEER.
BOULDER ARCH 3. ALL VOIDS AND GAPS BETWEEN BOULDERS AND LOGS SHALL BE
PLAN VI EW CHINKED WITH STONE PRIOR TO INSTALLATION OF FILTER FABRIC.
NOT TO SCALE

`.- -~--
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.~ -..
'~
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8174
8178
2170 r
2168 ,
2166 !
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2164 P
2162
t
2160 — '
140 130 120 110 100 90 80 70 60 50 40 30 20
2174
2172
2170
3
2166
2164
2162
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140 130 120 110 100 90 80 70 60 50 40 30 20
2 174
2172
2170
2168 - ;
2166 4—
2164-
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2162 ---
216 0
140 130 120 110 100 90 80 70 60 50 40 30 20
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f {
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140 130 120 110 100 90 80 70 60 50 40 30 20
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216 0
140 130 120 110 100 90 80 70 60 50 40 30 20
10 0 10
102 +00
10 0 10
101 +50
10 0 10
101 +00
10 0 10
100 +50
10 0 10
100 +00
2174
8172
2170
2168
2166
2164
2162
2160
20 30 40 50 60 70 80
1
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20 30 40 50 60 70 80
20 30 40 50 60 70 80
20 30 40 50 60 70 80
00
20 30 40 50 60 70 80
2174
2172
2170
2168
2166
2164
2162
2160
EXISTING LAND SURFACE
2174
2172
2170
2168
2166
2 164
2162
2160
Horizontal Scale 2
VerticoA Scale 1

x
n
2174
2172 E
2168
2166
i
2164,_
216 °..__.
140 130 120 110 100 90 80 70 60 50 40 30 20
2174
217 2
2170
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2166
f
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2164
1 i
2162
2160
140 130 120 1"1.0 100 90 80 70 60
2174 ------- -..-�� 2172 217 0
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,
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2160'
140 130 120 i10 100 90 80 70 60
2174 ,
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2168
2166 1
2164
f i
2162 F
2160 '
50 40 30 20
50 40 30 20
140 130 120 110 100 90 80 70 60 50 40 30 20
10 0 10
104 +00
10 0 10
103 +50
10 0 10
103 +00
10 0 10
102 +50
EXISTING LAND SURFACE
C1 /�F
2172
2170
2168
0166
2164
— 2162
2160
ZO 30 40 SO 60 70 80
. 2174
2172
2170
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2166
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- 2160
20 30 40 50 60 70 80
C1 /�F
2172
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2168
2166
2164
2162
- 2160
20 30 40 50 60 70 80
2172
2170
2168
2166
2164
2162
2160
20 30 40 50 60 70 80 Horizontal Scale 2
Vertical Scale 1

I
BUDS FACIAL
LA
MIN
ANGLE CUT 30 -- 4,'
.PLAN —V-1f—'A'
U'VE STAKE D !111-
Z-1�
ICZ4 17
CUT TOP
ROW SPACING
STAGGERED ROW
LIVE S,rA<E SPACING
6' LIVE STAKE SPAC!NG1
3' ROW SPACING
NUMBER OF LIVE STAKE ROWS
CHANNEL
DEPTH
(FT)
INSIDE
OF BEND
TANGENT
OUTSIDE
OF BEND
Black %A1111Mq
st2hif n!*gfo
Catitcan thus floridus
Silky VVillow
1.5 - 2.5
2
2
3
2.5 - 3.5
3
3
4
CHANNEL SECTION
NIOT TO SCALE
1ST LIVE STAKE ROW SHALL BE
AT LEAST 15' FROM TOE OF
CHANNEL OR AT TOP OF BANK,,
WHICHEVER DIST,aNCE IS SHORT-7R
J-1 A-rvl NU 1-1/A I I L K 1\4
NOT TO SCALE
ROW SPACING
COMMON NAME I SCIENTIFIC NAME I COMMON NAME I SCIENTIFIC NAME
SHRUSS
TREES
Tag Alder
A In us serruloto
I
Black %A1111Mq
st2hif n!*gfo
Catitcan thus floridus
Silky VVillow
sl7kof sericea
VVitch Hazel
ISanibucus
conodensis
Setula nigro
lyeqlcwroot
IX-211thorhiza simolicissinle
Ironwood
il fiolf-- i
SHRUBS
TREES
Tag alder
A Mus seffulato
Smooth senicebew/
Amelonchier Idevis
Sweetshrub
Catitcan thus floridus
Black Birch
Betulo lento
VVitch Hazel
Hannomefis virginiono
River Birch
Setula nigro
Wild hydrangea
Hydrongeo arborescens
Ironwood
Carpinus corchniona
Mountain Laurel
Kabwa latifolia
American Beech
Fa us grandifolia
Mountain Doghobble
Leucothae axilloris
Green Ash
nico
Fraxinus pennsy&q
Spicebush
Lindera benzoln
Common SiWrbell
Halesio
IGreat I-aurel
IRhododendon maximum
ITulip Poplar
Wriddendron tulhodeto
I SHRUBS I TREES
Red Chokeberry -Amnia o rbu tifaa I River Birch Fietwo niory
Silky LIDOW00d Cornus omomum Sycamore Platanus occidentafts
Deciduous Holly 11"M decidua
VVinterberry Itex veirticilloto
Maleberry Lyonia figustrino
I
Swamp Rose I Rosa palustils
ISilky VVillow lSaliv sericea
Highbush Blueberry Vaccinium corymbosuff,�
blithe -rod Viburnum n udum var. cassinoides
Posswnha%, Viburnum nudum vor. r, udum I
GRASSES
River Cots Ichri-smanthium latifolium
Panic Grass IPankum virgatum I I
NOTE. PLANTING DENSITIES 'AfILL BE DETERMINED IN COORDIMATTION
WITH U.S. FISH AND WILDLIFE SERVICE
PLANTING E=E
TEMPORARY AND PERMANENT SEED
1. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GFOLIND COVER AND
CONDITION THE SOIL.
2. MULCH MUST BE ADDED TO ACHIEVE 80% C()VERAGE (ROUGHLY
2 TGNS/ACRE FOR WHEAT STRAW)
3. A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE
FERTILIZER AMOUNTS, OR, IF NO SOIL TEST IS AVAILABLE, A
STANDARD MIXTUI R
RE SHALL BE APPLIED OF 2 TONS OF LIME PE
ACRE AND 700-1000 LSS OF 10-10-10 FERTILIZER PER ACRE.
4. ALL SEEDS USED WILL EE NATIVE SPECIES kDAPTED TO SITE
CONDITIONS. AN ANNUAL COVER CROP WILL BE BROADCAST IN
WI= "I AREAS TO REDUCE THE POTENTIAL FOR COLONIZATION
OF THE DISTRIBUTED AREAS BY NON-NATfvE INVASIVE PLANTS,
5. WIT-il-N DEPRESSIONAL AREAS CONTAINING WETLAND SOILS, NO
PERMANENT SEEDING WILL OCCUR BECAUSE FHE AREA WILL BE
PLAN-rED WITH ROSETTES OF BUNCHED ARROWHEAD PROPAGATED
FROM I YDER PASTURE SOURCE MATERIALS AND HELD AT THE
CHAPEL HILL BOTANICAL GARDEN.
BARE ROOT PLANTINGS
1. PLANT PARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
ON THE PL*IS.
2, PROVIDE I':?-' OF SPACING BETWEEN PLANTS.
3. LOOSEN, COMPACTED SOIL AND PLANT IN HOLES FORMED WITH At
MATTI)CK, DIBBLE BAR 0:3\ EQUAL.
4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS.
5. ROOTS "HALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION.
6. PLANTS SHALL BE HEELED-IN INTO MOIST Sl.')IL IF NOT
PRON'PTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE.
LIVE STAKES,
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED.
3. STAKES SHALL BE INSTALLED PERPENDICULAII", TO THE BANK AND
WITS -1 BUDS POINTING LPWARDS.
4. STAKES SHALL BE J� TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH.
5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 I\ICHES ABOVE THE ,ROUND.
COMMON NAME
Him
SyAtchgrass
SCIENTIFIC NAME
PanicumWtii tum
White Oak
Quercus albs
Andrqpcgon vi inlCus
45 15
Northern Red Oak
Quercus rubra
6 20
Eastern Gamma Grass
Staghorn Surnac
Rh us typhina
Joe-Pye Weed
iEupatoriurn fisfulbsum
Black Willow
sat!!i ra
Panicum clandestinum
4 5
lBasswood
Tifid americona
I SHRUBS I TREES
Red Chokeberry -Amnia o rbu tifaa I River Birch Fietwo niory
Silky LIDOW00d Cornus omomum Sycamore Platanus occidentafts
Deciduous Holly 11"M decidua
VVinterberry Itex veirticilloto
Maleberry Lyonia figustrino
I
Swamp Rose I Rosa palustils
ISilky VVillow lSaliv sericea
Highbush Blueberry Vaccinium corymbosuff,�
blithe -rod Viburnum n udum var. cassinoides
Posswnha%, Viburnum nudum vor. r, udum I
GRASSES
River Cots Ichri-smanthium latifolium
Panic Grass IPankum virgatum I I
NOTE. PLANTING DENSITIES 'AfILL BE DETERMINED IN COORDIMATTION
WITH U.S. FISH AND WILDLIFE SERVICE
PLANTING E=E
TEMPORARY AND PERMANENT SEED
1. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GFOLIND COVER AND
CONDITION THE SOIL.
2. MULCH MUST BE ADDED TO ACHIEVE 80% C()VERAGE (ROUGHLY
2 TGNS/ACRE FOR WHEAT STRAW)
3. A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE
FERTILIZER AMOUNTS, OR, IF NO SOIL TEST IS AVAILABLE, A
STANDARD MIXTUI R
RE SHALL BE APPLIED OF 2 TONS OF LIME PE
ACRE AND 700-1000 LSS OF 10-10-10 FERTILIZER PER ACRE.
4. ALL SEEDS USED WILL EE NATIVE SPECIES kDAPTED TO SITE
CONDITIONS. AN ANNUAL COVER CROP WILL BE BROADCAST IN
WI= "I AREAS TO REDUCE THE POTENTIAL FOR COLONIZATION
OF THE DISTRIBUTED AREAS BY NON-NATfvE INVASIVE PLANTS,
5. WIT-il-N DEPRESSIONAL AREAS CONTAINING WETLAND SOILS, NO
PERMANENT SEEDING WILL OCCUR BECAUSE FHE AREA WILL BE
PLAN-rED WITH ROSETTES OF BUNCHED ARROWHEAD PROPAGATED
FROM I YDER PASTURE SOURCE MATERIALS AND HELD AT THE
CHAPEL HILL BOTANICAL GARDEN.
BARE ROOT PLANTINGS
1. PLANT PARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
ON THE PL*IS.
2, PROVIDE I':?-' OF SPACING BETWEEN PLANTS.
3. LOOSEN, COMPACTED SOIL AND PLANT IN HOLES FORMED WITH At
MATTI)CK, DIBBLE BAR 0:3\ EQUAL.
4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS.
5. ROOTS "HALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION.
6. PLANTS SHALL BE HEELED-IN INTO MOIST Sl.')IL IF NOT
PRON'PTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE.
LIVE STAKES,
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED.
3. STAKES SHALL BE INSTALLED PERPENDICULAII", TO THE BANK AND
WITS -1 BUDS POINTING LPWARDS.
4. STAKES SHALL BE J� TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH.
5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 I\ICHES ABOVE THE ,ROUND.
COMMON NAME
Him
SyAtchgrass
SCIENTIFIC NAME
PanicumWtii tum
LBS/ ACRE % MIX
45 15
Broom Sedgy
Andrqpcgon vi inlCus
45 15
Indian Grass
SortIpstrum nufans
6 20
Eastern Gamma Grass
Tfipsacum cfacfyoides
75 25
Joe-Pye Weed
iEupatoriurn fisfulbsum
3 10
Deer tongue.
Panicum clandestinum
4 5
1
Totals
30 loop'/®
April to August (warm season)
Millet I Utochold ramose
50
Buckviheat lFa9ppyrurn esculentum
50
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e's41ii91fffy� Wolf Engineering
ENGINEERING Lt ENSEf NO. P� 0417 CONSULTING
12 1/2 Wall St., Suite C Asheville, NC 28801
R ` i
PHONE. [phone] WWW.WOLFCREEKENtG.COM
P zc°c HYDER PASTURE WETLAND RESTORATION
1 7 0 CAROLINA MOUNTAIN LAND CONSERVANCY
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+ r + `�`+-- + + + + + + + + + ---
+ + + + +- + + + +
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+ + + T + + + + --�- IN DEPRESSION AREA TYP \
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PROJECT SITE
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VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NO. DESCRIPTION
EC-1 COVER
EC-2 NOTES
EC-3 DETAILS
EC-4 PLAN
L
HORIZONTAL PROFILE
m
PROJECT AREAS
PROPOSED WETLAND RESTORATION
PROPOSED WETLAND ENHANCEMENT
PRO-POSED WETLAND PRESERVATION
W, IV
W163 Mill
ffli
HYD. ER PA STUiqE
B 0 G RES TORA
= 0.95 AC
= 0.07 AC
= 0.20 AC
= 1.22 AC
COTT
M* E D E" R S f 0" N UNTY, NORTH CAROLINA
STICIT
PROMUr NO.
SHERT NO.
WITAL SUM
NC
1070-HYDR
1
4
\�A
SEAL
021767
IN
N'T
PROIECT'ENGfNEER
Prepared for:
c m"�""j I L(
CAROLINA MOUNTA
mm mm
PROJECT MANAGER

GENERAL NOTES:
DISTURBED ACREAGE: 2.85 ACRES INCLUDING CONSTRUCTION EASEMENT
1. SITE SOILS: TOXAWAY SLIT LOAM AND DELANCO (DILLARD) LOAM
2. RECEIVING WATER: IMJD CREEK, CLASSIFIED AS A C STREAM:
3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE DURATION OF
CONSTRUCTION ALL EROSION CONTR&_ MEASURES IN ACCORDANCE WITH THESE PLANS AND
IN ACCORDANCE WITH APPLICABLE EROSION AND SEDIMENT CONTROL REGULATIONS.
4. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF
AGRICULTURE, AND U.S. NATURAL RESOURCES CONSERVATION SERVICE REGULATIONS.
5. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION.
6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY,
RELC-CATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL.
SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILLfl-ED,
RE-SEEDED, AND MULCHED AS NECESSARY TO OBTAIN, A DENSE STAND OF GRASS. IF ANY
MEASURE IS FOUND 1*0 BE DAMAGED, DEFICIENT, OR UNSTABLE IT SHALL BE REPAIRED
IMMEDIATELY.
if
7. DISTURBED AREAS THAT ARE NOT OTHERWISE STABILIZED SHALL BE AMENDED AND SEEDED,
TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENT
CONTROL REGULATIONS. PERMANENT SEEDING AND 3"RASS ESTABLISHMENT ARE REQUIRED
PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
8. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER WITHIN 7 DAYS OF ANY LAND -- DISTURBING ACTVjY.
9. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN
14 DAYS AFTER FINAL SITE STABILIZATION OR AFTER *THE TEMPORARY MEASURES ARE NO
LONGER NEEDED. TRAPPED SEDIMENT AND DISTURBED SOIL AREAS RESULTING FROM THE
DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT
FURTHER EROSION AND SEDIMENTATION,
10. 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.
11. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT ALL ACCESS POINTS FROM ANY
PUBLIC ROAD. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE ­IAS 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.
12. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTEv ­!`ION
DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN
ACCEPTABLE METHOD OF CLEANING.
13. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
PROTECTED WITH SEDIMENT TRAPPING tolEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES
ON S17E AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
14. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BAR"RIERS, 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.
15. STABILIZATION MEASUR�ES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES, AND
DIVERSIONS, IMMEDIATELY AFTER INSTALLATION.
16. ALL SlT BASINS, SILT TRAPS, AND SEDIMENT BASINS SHALL BE CLEANED OUT WHEN HALF
OF THE CAPACITY HAS BEEN REACHED.
17. A PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW DURING CONSTRUCTION.
18. CONSTRUCTION ACTIVITIES SHALL BE 1-1'."AITED TO AREA INSIDE THE CONSERVATION EASEMENT
AND THE TEMPORARY CONSTRUCTION EASEMENT.
SITE PRESERVATION AGREEIMENT:
STAFF FROM THE USFWS WILL MEET ilflTH THE CONTRACTOR PRIOR TO
BEGINNING WORK TO REVIEW THE CONEIERVATION MEASURES SPECIFIC TO
THIS SITE. STAFF FROM USFWS WILL M1,0NITOR CONSTRUCTION PROGRESS
9,
AT THE SITE DURING PROJECT IMPLEME " vTING.
THE CONTRACTOR SHALL BE RESPONS3LE FOR REPAIRING ANY DAMAGIE
BY THE' CONTRACTOR TO EXISTING FAC[_�TIES INCLUDING BUT NOT LIMITED
TO ROADS, GATES, FENCES, CURBS, AND UTILITIES. CONSTRUCTION
ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE
PLANS AND SPECIFICATIONS.
THE CONTRACTOR SHALL BE RESPON't"BLE FOR ANY IMPROVEMENT TO
THE ROAD CONDITION, GATES, AND FENCES, REQUIRED FOR ACCESS
DURING CONSTRUCTION.
EROSION CONTROL MEASURES DURING CONSTRUCTION:
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR
INSTAL:jNG ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON
THE PLANS BUT NECESSARY TO CONTROL EXCESS SEDIMENT, IF
DETERMINED BY THE ENGINEER.
STOC ILE
K:) AND STAGING AREAS:
STOCKPILE AREAS FOR STORING MATERIALS WILL BE PRE-APPROVED AND
IDENTIFIED PRIOR TO WORK BEGINNING TO ENSURE PROTECTION OF THE
COLONY OF THE BUNCHED ARROWHEAD, SPECIFIED AREAS SHOWN ON
THE PLANS HAVE BEEN ESTABLISHED kS STAGING AREAS. THE
CONTRACTOR MAY ESTABLISH ADDITIONAL STAGING AREAS ALONG THE
PROJECT, AS NECESSARY, TO CARRY 0L) 'T THE WORK. ALL STAGING AREAS
MUST BE INSIDE THE LIMITS OF DISTURBANCE AND APPROVED BY THE
ENGINEER. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE
SOIL HAS BEEN PLACED IN THE STAGIN1� OR STOCKPILE AREAS.
MISCELLANEOUS:
THE CONTRACTOR SHALL BE RESPONSIEl: - E FOR HAVING A RAIN GAUGE ON
THE PROJECT SITE AND FOR RECORDING DAILY RAINFALL AMOUNTS
DURING CONSTRUCTION.
PHASING OF WORK:
1. EXCAVATE PROPD-3ED WETLAND AREA TO DESIGN
GRADES.
2. CONSTRUCT SEDIMENT TRAP OUTLET CHANNEL AND
PLACE RAIN GARDEN DRAIN, PIPE. EXCAVATE
SURROUNDING AREA TO DESIGN GRADES
3. EXCAVATE SEDIMENT TRAP BASIN AND CONSTRUCT [-'\'AIN
GARDEN. CONSTRUCT BERM AND INSTALL WEIR TO
DESIGN ELEVATIONS.
4. CONSTRUCT SEDIMENT TRAP INLET CHANNEL . AND
REMOVE EXISTING 15" METAL PIPE. EXCAVATE
SURROUNDING AREA TO DESIGN GRADES.
CONSTRUCTION SEQUENCE:
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE
PLANS AND AS DIRECTED BY THE ENGINEER.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE,
SENSITIVE AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES AS INDICATED ON
THE PLAN.
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPAFE STAGING AREAS, AND
STOCKPILE AREAS AS SHOWN ON 7HE PLANS.
4. CONSTRUCTION TRAqFIC TO BE LIMITED TO "LIMITS OF DISTURBANCE" AS INDICATED ON THE
CONSTRUCTION PLANS AND AS DIRECTED BY THE ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE, AND
MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AREAS AS INDICATED ON
THE CONSTRUCTION PLANS AND AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR 'SHALL BEGIN CLEARING AND EXCAVATING PROPOSED WETLAND AREA TO
DESIGN GRADES AS INDICATED ON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL
START IN THE NORTHWEST CORNER' OF THE PROJECT AND MOVE SOUTHEAST WHILE NOT
DISTURBING ANY MORE AREA LARGER THAN WHAT CAN BE STABILIZED IN A SINGLE DAY.
8. THI-­ CONTRACTOR SHALL BEGIN CHANNEL AND SEDIMENT TRAP CONSTRUCTION FROM THE
DOWNSTREAM SECTION WORKING UPSTREAM. IF EXCESSIVE SEDIMENTATION DOWNSTREAM
BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN CHARGE MAY DIRECT THE
CONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND SETTLING BASIN
DOWNSTREAM. THIS AREA IS 'TO BE MAINTAINED ON A REGULAR BASIS 13Y THE
CONTRACTOR.
9. ONCE A SECTION, OF CHANNEL HAS BEEN EXCAVATED TO DESIGN GRADES, CHANNEL
STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION. THE
COATRACTOR SHALL CONDUCT CHANNEL WORK, INCLUDING INSTALLATION OF CHANNEL
STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A
SECTION OF CHANNEL THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY.
10.ON:-O*E A SECTION OF CHANNEL AND/OR WETLAND GRADING PHASE IS COMPLY 1, THE
CONTRACTOR WILL APPLY TEMPORARY SEEDING, PERMANENT SEEDING, AND MULCH TO ALL
AREAS DISTURBED 1)URING CONSTRUCTION. TEMPORARY AND PERMANENT SEEDING MIXTURES
WILL BE APPLIED AS SHOWN ON THE PLANTING PLAN. TEMPORARY SEEDING WILL BE
APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH THAT GROUND COVER IS
ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY GRADING PHASE.
PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
11. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE
ALONG WITH REMOVAL OF ANY TEMPORARY CHECK DAMS.
12. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION
A!ND INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL
PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME
OF YEAR.
13. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER
MATERIALS PRIOR To DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
I kq I
Tus a mmay 111, 1 !
, sualffoll,991- A Moo, Illffe =I ■
:x(
CONSTRUCTION ENTRANCE ............................... ........
SILTFENCE... .................................................... .. .........
LIMITS OF DISTURBANCE ..........................................
TEMPORARY Sl.'rAGING AREA...... .... E�i
EY[ISTING WETI' AMS...... ............. ...............................
ROCK SILT CHECK .....................................................
lft
1) GROUND STABILIZATION
2) BUILDING WASTE HANDLING
4) INSPECTIONS
6) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS
SITE AREA DESCRIPTION
STABILIZATION TIME FRAME
STABILIZATION FRAME
NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
SAME WEEKLY INSPECTION REQUIREMENTS
DESIGNATION ON THE PLANS WHERE THE 7- AND 14-DAY GROUND STABILIZATION REQUIREMENTS
EXCEPTMIME
ONS
OF THE NPDES PERMIT APPLY
PERIMETER DIKES, SWALES,
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION � AND OTHER WASTES MUST BE
SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" FlAIN EVENT
DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE SURFACE-WITHDRAWAL
DITCHES AND SLOPES
7 DAYS
NONE
LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED
INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
7) SEDIMENT BASINS
ALTERNATIVES AVAILABLE
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
EARTHEN -- MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND
I
INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS UNLESS Al
OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS DRAINAGE AREA IS LESS
ZONES
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE
SITE-SPECIFIC EXEMPTION IS APPROVED.
THAN 1 ACRE.
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
FOR SLOPES < 10' IN
14 DAYS LENGTH AND NOT STEEPER
THAN 2:1, 14 DAYS
14 DAYS 7 DAYS FOR SLOPES > 50'
1 IN LENGTH
NONE (EXCEPT FOR
14 DAYS PERIMETERS AND HQW
ZONES)
RETE MATERIALS MUST BE CONTROLLED TO AVOID) CONTACT WITH SURFACE WATERS
WETLANDS OR BUFFERS
3) DISCHARGES 1-0 FEDERALLY-- LISTED WATERS
REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
THE PERMIT ALLOWS REDUCTION FROM THE 20-ACRE MINIMUM IF THE DIRECTOR OF
DWQ DETERMINES THAT OTHER BMPs PROVME EQUIVALENT PROTECTION.
ICALLY-AVAILABLE RECORDS MAY BE SUBSTITUTED UNOER CERTAIN CONDITIONS.
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO FOLLOW THE
PREVIOUSLY- PERMITTED CONDITIONS.
)MPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW CONDITIOI
OF APPROVED APPLICATION.
APPLICATIONS RECEIVED AFTER AUGUST 2, .2011 MUST COMPLY WITH NEW PERMIT
CONDITIONS.
® _j

WIRE BACKING
14 GAUGE WIRE
6" SPACING (M.
BACKFILL WITI
AFTER PLACIN
FABRIC IN TRI
Q' AAAV \A11TLI U110C
OTE 2)
li
NOTES:
1. POSTS SHALL BE EITHER 4 -IN THICK PINE, 2 -1N THICK OAK, OR 1.33 LB /LF
STEEL WITH A MINIMUM LENGTH OF 4 -FT. STEEL POSTS SHALL HAVr�
PROJECTIONS TO FACILITATE FASTENING FABRIC.
2. FILTER FABRIC SHALL MEET THE FOLLOWING:
A) MINIMUM WIDTH OF 36 INCHES.
B) EOS NOT LARGER THAN U.S. STANDARD SIEVE NO. 70
C) GRAB STRENGTH 90 --120 LB.
D) CONFORM TO ASTM D -1682 OR ASTM D -177
3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THE EROSION
AND SEDIMENT CONTROL PLAN AND AS DIRECTED BY THE ENGINEER PRIOR TO
BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT.
4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN
FUNCTIONAL CONDITION. SILT FENCES SHALL BE INSPECTED AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL EVENT.
5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO I S
NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL
PROCEDURES ARE EFFECTIVE.
TEMPORARY SILT FENCE
N.T.S.
_,
NOTES:
1. MAINTAIN CONSTRUCTION ENTRANCE IN CONDITION
NECESSARY TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE SITE.
2. IMMEDIATELY REMOVE ANY OBJECTIONABLE MATERIAL
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE
N.T.S.
FLOW
1' MIN - 5'
NO. 57 STONE rl
5' MAX ;
3 -r
12" STONE
OVERFLOW WEIR WIDTH
SHALL BE � OF
CHANNEL WIDTH
12" STONE
ROCK SILT CHECK
N.T.S.
2 "X2 "X18" HARDWOOD
MATTING AT STAKES ON 2' CENTERS
TOP OF BANK
/-- ANCHOR OVERLAP
6" MIN I� Z I ON 1' CENTERS I
DIRECTION
OF FLQA,�-
s
6" OVERLAY
(MIN.)
ANCHORS ON
3' CENTERS
2 "X2 "X 18" HARDWOOD
STAKES ON 2' CENTERS

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12 1/2 WaU St, Suite C
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