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STONEY CREEK
STREAM ENHANCEMENT PROJECT —PHASE II
PROJECT AREA
CONTACTS
CITY: CITY OF GOLDSBORO
200 NORTH CENTER STREET
GOLDSBORO, NORTH CAROLINA 27530
PHONE: [phone]
ATTN.: GUY M. ANDERSON, P.E.
ENGINEER: KIMLEY
—HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY
CARY,
NORTH CAROLINA 27513
PHONE:
(919) 653 -2950
FAX:
(919) 677 -2050
ATTN.:
TODD ST.JOHN, P.E.
SURVEYOR: ASD SURVEYING, INC.
2205 SUITE C
CANDUN DRIVE
APEX, NORTH CAROLINA 27532
PHONE: [phone]
ATTN.: ANTHONY DIBONA
CREATED FOR THE
CITY OF = GOLDSBORO
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CA11 ®�',l►
GOLDSBORO, NORTH CAROLINA
PROJECT AREA
VICINTIY MAP
LOCATION MAP
KHA PROJECT
174602 3
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SCALE AS SHOWN PREPARED FOR CONSTRUCTION
P.O. BO 3368 -0102 CITY OF GOLDSBORO
P.O. BOX 33066 DESIGNED BY TSJ
RALEIGH, NORTH CAROLINA 27636
PHONE: 191916]] -2000 DRAWN BY SES
REVISIONS DATE ET DTI CAR% ©2015 CHECKED BY ADJ GOLDSBORO NORTH CAROLINA
Sheet List Table
as D�
Sheet Title
01
COVER SHEET
02
GENERAL NOTES
03
EXISTING CONDITIONS KEY
04 — 06
EXISTING CONDITIONS
07
SITE PLAN AND PROFILE KEY
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12 — 13
DETAILS
14 — 15
'NS
16 — 19
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21
PLANTING PLAN KEY
22 — 24 PLANTING PLAN
LOCATION MAP
KHA PROJECT
174602 3
v �E GO[ps'® Kimley)))H 0 rn D1,DATE STONEY CREEK PHASE II NOT FOR
d� r.
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SCALE AS SHOWN PREPARED FOR CONSTRUCTION
P.O. BO 3368 -0102 CITY OF GOLDSBORO
P.O. BOX 33066 DESIGNED BY TSJ
RALEIGH, NORTH CAROLINA 27636
PHONE: 191916]] -2000 DRAWN BY SES
REVISIONS DATE ET DTI CAR% ©2015 CHECKED BY ADJ GOLDSBORO NORTH CAROLINA
Sheet List Table
Sheet Number
Sheet Title
01
COVER SHEET
02
GENERAL NOTES
03
EXISTING CONDITIONS KEY
04 — 06
EXISTING CONDITIONS
07
SITE PLAN AND PROFILE KEY
08 — 10
SITE PLAN AND PROFILE
11
TYPICAL CROSS SECTIONS
12 — 13
DETAILS
14 — 15
SEDIMENTATION AND
EROSION CONTROL DETAILS
16 — 19
SEDIMENTATION AND
EROSION CONTROL PLAN
20
PLANTING NOTES AND DETAILS
21
PLANTING PLAN KEY
22 — 24 PLANTING PLAN
COVER SHEET
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
Ld

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GENERAL NOTES:
1. A PRE - CONSTRUCTION CONFERENCE MUST BE HELD WITH REPRESENTATIVES OF THE CITY &
CONTRACTOR OF RECORD BEFORE ANY WORK CAN BE STARTED ON SITE STREAM,
FLOODPLAIN, AND BYPASS CONVEYANCES SHALL BE INSTALLED ACCORDING TO APPROVED
PLANS AND PROFILES IF A FIELD CHANGE IS NEEDED, THE REDESIGN AREA(S) MUST BE
APPROVED BY THE CITY PRIOR TO INSTALLATION.
2. THE CONTRACTOR SHALL HAVE A SET OF SEALED CONSTRUCTION DOCUMENTS ON THE
PROJECT SITE AT ALL TIMES.
3. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, COUNTY, AND CITY LAWS,
ORDINANCES, AND REGULATIONS WHICH IN ANY MANNER AFFECTS THE CONDUCT OF THE
PROJECT, INCLU ING, BUT NOT LIMITED TO INITIATING, MAINTAINING & SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL REQUIREMENTS OF
THE SPECIFICATION AS THEY RELATE TO COORDINATION WITH THE OWNERS, AND THE
UTILITIES THAT EXIST ON SITE. CONTRACTOR MUST ALSO COMPLY WITH ALL SCOOT AND
UTILITY OWNER REQUIREMENTS WHEN OPERATING WITHIN THE RIGHT -DF -WAY AND
EASEMENTS.
5, ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT
SPECIFICATIONS AND THE CITY OF GOLDSBORO STANDARD SPECIFICATIONS. IN THE CASE OF
CONFLICT THE PROJECT SPECIFICATION SHALL GOVERN, IN CASE OF A CONFLICT BETWEEN
THE STANDARD SPECIFICATIONS AND THE SPECIAL CONDITIONS THE SPECIAL CONDITIONS
SHALL GOVERN. THE CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDA.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ITS WORK WITH ANY WORK
TO BE PERFORMED BY THE UTILITY OWNERS OR OTHERS IN THE RIGHT -OF -WAY. ARRANGE A
SCHEDULE OF OPERATIONS THAT WILL ALLOW FOR THE COMPLETION OF THE PROJECT
WITHOUT ANY UNDUE DELAY.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
STRUCTURES, UTILITIES, FENCES, SHRUBBERY, AND RETAINING WALLS, ETC_ WHICH ARE NOT
To BE DISTURBED DURING CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
8. ALL EXCESS MATERIALS SHALL BE HAULED OFF BY THE CONTRACTOR AND DISPOSED OF IN
A LEGALLY. PERMITTED SITE.
9. THE PROPOSED BANKFULL LINE, BACK OF BENCH LINE, CUT LINE, AND SLOUGH BOTTOM LINE
SHOWN WITHIN THE PLAN /PROFILE SHEETS DENOTE PROPOSED GRADING BREAKLINES, OR
GRADE TRANSITION POINTS, AS INDICATED IN THE TYPICAL CROSS - SECTIONS AND PROFILE.
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT STRUCTURES AS
DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE -IN OR TO CREATE A MORE
"NATURAL" APPEARANCE FOR STREAM AND WETLAND WORK.
SURVEY
LEGEND:
TEMPORARY HAUL ROAD.14
BENCH MARK
TEMPORARY CONSTRUCTION ENTRANCE /EXIT 14
KiKHA
mley))) Horn
P,O,BO 33N80102
RALEIGH 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (91916]] -2000
©ems
COO
SANITARY CLEANOUT
PRO
POWER POLE
TEMPORARY STOCKPILE 1a
SIGN
ROD
LIGHT POLE
OSANITARY
SEWER MANHOLE
— — — — — — 55—
SANITARY SEWER LINE
— — — — — — — —
— — STORMWATER PIPE
COMBINATION SILT FENCE /TREE PROTECTION FENCE
14
TREE LINE
- --
PARCEL BOUNDARY
-µ Fw
FLOOOWAY
-- - - -oHP
OVERHEAD POWER USE
x
FENCE
_B0_
— MAJOR CONTOUR
72
MINOR CONTOUR
100 +00
STREAM CENTERLINE
NEUSE BUFFER ZONE 1
DRAWN BY SES
INFUSE BUFFER ZONE 2
GPS LOCATED
FEATURES:
3Y
GPS LOCATED TREE
+ +
GPS LOCATED WETLAND (UNCONFIRMED)
DEV 0 LEGEND
cox'
TREE TO BE REMOVED
10, CONTRACTOR SHALL SECURE THE SITE DURING CONSTRUCTION AND EXCLUDE THE GENERAL
PUBLIC.
11. CONTRACTOR SHALL REPAIR. ANY DAMAGE TO EXISTING SITE.
SUBSURFACE
N0 SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR THIS PROJECT (SEE
PROJECT MANUAL). THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL NECESSARY
SUBSURFACE EVALUATIONS.
UTILITIES'.
THE CONTRACTOR SHALL CALL THE "CONTACT ONE -CALL CENTER" BY DIALING 811 BEFORE
01GGING. THE CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION
CORRIDOR, INCLUDING PUBLIC AND PRIVATE. WATER, SEWER AND STORM DRAINAGE UTILITY
LOCATION REQUESTS MUST HE FAXED TO THE CITY OF GOLDSBORO (919 - 580 -4279)
TOPSOIL REMOVAL AND STOCKPILE:
TOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN ALL GRADED FLOODPLAIN,
WETLAND, AND STREAM BANK AREAS. THE FINAL GRADE ELEVATIONS INCLUDE THE APPLICATION
OF THIS TOPSOIL LAYER. THEREFORE, IN THESE AREAS IT MAY HE NECESSARY TO OVER
EXCAVATE TO ACCOUNT FOR THE REPLACEMENT DEPTH OF THE TOPSOIL. THE CONTRACTOR IS
RESPONSIBLE FOR TEMPORARILY STOCKPILING THE TOPSOIL FOR RE- PLACEMENT THROUGHOUT
CONSTRUCTION. SEE SPECIFICATIONS.
TRAFFIC CONTROL
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC CONTROL MEASURES AND
TRAFFIC FLOW ARE MAINTAINED ON ALL IMPACTED STREETS DURING CONSTRUCTION,
2. WHEN A TEMPORARY CLOSING IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE
CITY OF GOLDS20RD TO IMPLEMENT A TRAFFIC CONTROL PLAN.
PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
—s—s— SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
I EXISTING STREAM CENTERLINE
s- S SLOUGH BOTTOM ELEVATION
c c PROPOSED CUT LINE
F F PROPOSED FILL LINE
735 PROPOSED MAJOR CONTOUR
734 PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
e6 66 66 PROPOSED BACK OF BENCH EXTENTS
107 +20.00 CROSS SECTION
PROPOSED LOG VANE
13
VEGETATED SOIL LIFT 12.
DDEPRESSIONAL AREA
CONSTRUCTION SEQUENCE
1, THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF WORK TO THE CITY AND ENGINEER FOR APPROVAL. GROUND COVER
SHOULD BE ESTABLISHED IN THE DISTURBED AREA ONCE WORK IS COMPLETED. THE CONTRACTOR MAY PROPOSE AN
ALTERNATIVE CONSTRUCTION SCHEDULE FOR APPROVAL BY THE ENGINEER.
2. THE CONTRACTOR SHALL COORDINATE A PRE - CONSTRUCTION MEETING WITH CITY STAFF, PRIVATE AND PUBLIC UTIUTIES,
AND THE DESIGN ENGINEER. THE CONTRACTOR SHALL SCHEDULE THE MEETING A MINIMUM OF 48 HOURS PRIOR TO
ANY LAND DISTURBING ACTIVITY.
3. THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY ONSITE LAND DISTURBANCE ACTIVITY TO LAND QUALITY
SECTION'S WASHINGTON REGIONAL OFFICE TWO DAYS PRIOR TO MOBILIZATION.
4. THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEASURES, EROSION CONTROL MEASURES, TREE PROTECTION
FENCING, AND OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE ITEMS.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN FENCE INSTALLATION IS COMPLETE FOR INSPECTION BY THE CITY.
5. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED PER THE PLANS AND SPECIFICATIONS
AND /OR AS DIRECTED BY THE PROJECT ENGINEER. SEE EROSION AND SEDIMENT CONTROL PLAN.
6, THE CONTRACTOR SHALL SET /STAKE AT A MINIMUM THE PROPOSED TOP AND TOE OF SLOPES, STRUCTURE LOCATIONS,
AND LIMITS OF DISTURBANCE IN THE FIELD PER THE DRAWINGS. THE ENGINEER RESERVES THE RIGHT TO ADJUST
THE LOCATION OF THE PROPOSED ITEMS BEFORE THE CONTRACTOR BEGINS ANY CONSTRUCTION,
7, CLEAR VEGETATION AS WORK PROGRESSES ALONG THE SLOUGHS AND BANKFULL BENCH EXCAVATION LOCATIONS. THE
CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO REMOVED TREES THAT CAN BE USED IN THE PROPOSED LOG
STRUCTURES OR TRANSPLANTS. STOCKPILE TREES THAT WILL BE USED LATER AS ROOTWADS AND LOGS. SHRUBS AND
TREES LESS THAN 3" IN DIAMETER THAT ARE TO BE TRANSPLANTED SHALL BE MARKED WITH HIGHLY VISIBLE TAPE BY
THE ENGINEER_ 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.
PROPOSED PLANTING PLAN LEGEND:
ZONE 1 — BANKFULL BENCH AND SOIL LIFT PLANTINGS
® ZONE 2 — UTILITY /ACCESS PLANTINGS
ZONE 3 — WETLAND SLOUGH PLANTINGS
PROPOSED EROSION CONTROL LEGEND:
TEMPORARY HAUL ROAD.14
TEMPORARY CONSTRUCTION ENTRANCE /EXIT 14
KiKHA
mley))) Horn
P,O,BO 33N80102
RALEIGH 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (91916]] -2000
©ems
TIMBER MAT 1s
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
I GOLDSBORO NORTH CAROLINA
TEMPORARY STREAM CROSSING W/ PIPE 13
®
TEMPORARY STOCKPILE 1a
SILT CHECK DAM 1a
Am
SILT FENCE ROCK OUTLET 14
—
COIR FIBER MATTING APPLICATION 13
COIR FIBER WATTLE 1a
TPF
COMBINATION SILT FENCE /TREE PROTECTION FENCE
14
rPF
TREE PROTECTION FENCE 1a
Loo Loo
LIMITS OF DISTURBANCE
8, IF REQUIRED, INSTALL STREAM BY- PASS /DIVERSION OPERATION TO PROVIDE A DRY WORK AREA THAT CAN BE
COMPLETED WITHIN A DAY. ALL WORK SHALL BE PERFORMED FROM THE TOP OF CHANNEL BANK, UNLESS A STREAM
BY -PASS DIVERSION OPERATION IS APPROVED, INSTALLED, AND IN SATISFACTORY OPERATION.
9. WHERE DESIGNATED, THE CONTRACTOR SHALL CONSTRUCT PROPOSED SLOUGHS AND BANKFULL BENCHES. AS THE SITE
IS GRADED THE CONTRACTOR SHALL STOCKPILE TOPSOIL FOR LATER USE,
10, THE CONTRACTOR SHALL CONSTRUCT SLOUGHS AND BANKFULL BENCHES TO A STABLE FORM BEFORE MOVING OUT OF
THE WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED TO, THE COMPLETION OF FINAL GRADE, THE
COMPLETE INSTALLATION OF IN- STREAM STRUCTURES, TRANSPLANTS, EROSION CONTROL MATTING, TOPSOIL AND
TEMPORARY VEGETATION ACCORDING TO THE TEMPORARY SEEDING SCHEDULE. SECTIONS OF STREAM WITHIN THE WORK
ZONE SHALL BE STABILIZED WITH MATTING BY THE END OF THE WORK DAY.
11. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED FOR WORKING IN A LIVE STREAM PER THE
PLANS AND SPECIFICATIONS AND /OR AS DIRECTED BY THE PROJECT ENGINEER. SEE EROSION AND SEDIMENT CONTROL
PLAN.
12, CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY VEGETATION, EROSION CONTROL MATTING, TRANSPLANTS,
AND STRUCTURES. AS NECESSARY CONTRACTOR SHALL RE -SEED AREAS WITH TEMPORARY SEEDING To MEET THE
COVERAGE REQUIREMENTS IN THE PROJECT SPECIAL CONDITIONS.
13, IF CONSTRIJCT10N IS COMPLETED DURING THE PLANTING SEASON SPECIFIED HEREIN, THEN INSTALL FINAL PLANTING PER
THE DRAWINGS AND SPECIFICATIONS. OTHERWISE, DELAY FINAL PLANTING UNTIL THE PLANTING SEASON.
14, THE CONTRACTOR SHALL COORDINATE A FINAL SITE INSPECTION WITH THE CITY STAFF AND ENGINEER TO REVIEW THE
COMPLETED SITE CONSTRUCTION AND TO OBTAIN FINAL APPROVAL
15, UPON FINAL APPROVAL, THE CONTRACTOR SHALL NOTIFY THE LAND QUALITY SECTION WHEN ALL LAND DISTURBANCE
ACTIVITY IS COMPLETE AND A GOOD STAND OF TEMPORARY VEGETATION HAS BEEN ESTABLISHED.
16, REMOVE SILT AND CONSTRUCTION FENCES, AND OTHER TEMPORARY EROSION CONTROL DEVICES,
CROSS SECTION LEGEND:
— — — — — — — EXISTING GROUND
PROPOSED GROUND
PROPOSED BANKFULL PROFILE ELEVATION
s PROPOSED SLOUGH BOTTOM
ea 66 PROPOSED BACK OF BENCH EXTENTS
c c PROPOSED CUT LINE
PRELIMINARY
NOT FOR CONSTRUCTION
-
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�® A�
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KiKHA
mley))) Horn
P,O,BO 33N80102
RALEIGH 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (91916]] -2000
©ems
PROJECT
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
I GOLDSBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
GENERAL NOTES
SHEET NUMBER
02
04;27/,
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
NO.
REVISIONS
DATE
3Y
CHECKED BY ADJ

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® NOT FOR EXISTING CONDITIONS
SCALE AS SHOWN PREPARED FOR CONSTRUCTION
PRO,BO NSE #F -0102 CITY OF GOLDSBORO AND DEMOLITION KEY 03
P.O. BOX 33068 DESIGNED BY TSJ
RALEIGH, NORTH CAROLINA 27636
�\ PHONE: (919161] -2000 DRAWN BY SES
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RALEIGH, NORTH CAROLINA 2]636
PHONE: (919161] -2000
©zms
KHA PROJECT
()1 1746023
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
I GOLDSBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
EXISTING CONDITIONS
AND DEMOLITION
SHEET NUMBER
04
04 /Z /15
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SEE
No.
REVISIONS
DATE
BY
CHECKED BY ADJ

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®E BOIL ®d, K74 0J23T SHEET NUMBER
Kimley)))Horn
C1A1°ATE STONEY CREEK PHASE II
® o4 /z7 /1s NOT FOR
SCALE AS SHOWN PREPARED FOR CONSTRUCTION SITE PLAN AND PROFILE
P,O,BO 330680102 CITY OF GOLDSBORO 08
P.O. BOX 33068 DESIGNED BY TSJ
RALEIGH, NORTH CAROLINA 27636
`\ PHONE: [phone] DRAWN BY SES
No. REVISIONS DATE BY ®j� CAA® I ©2015 CHECKED BY ADJ GOLDSBORO NORTH CAROLINA

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84
PLAN LEGEND:
-
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Kimley)))Horn
P,O, BO 33N8 #F-.1.
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919167] -2000
©2015
K A PROJECT
011746023
GOLDSBORO
PROPOSED CUT LINE
F
PROPOSED FILL LINE
DATE
04/27/15
_
—734
PROPOSED MINOR CONTOUR
- - --
PROPOSED BANKFULL BENCH
EE EE
SCALE AS SHOWN
107+•20.00
NOTE:
BANK
ARE I
ULL AND SLOU
TENDED TO P
H BOT
'OVIDE
OM PROFILE
''LEVATI
LI
NS AT
ES
STATION.
DRAWN BY SES
84
82
BY
CHECKED BY ADJ
- --
--DETERMINE
THEY
IS TO
DO NOT INDICATE LOCATION OF
BE PERFORMED. USE ONLY PLAN
WHERE GRADING IS To BE
WHERE
VIEW
PERFORMED
GRADI
TO
G
83
i
_
-
0
W
82
z
i
81
80
-
0 057
S S
___ —
I-
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\
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60
78
I
_ I
BANK FULL
ELEVATIO
/
79
STA,110f2.14
. ELEV:
78.16
SLOUGH
OM ELEV
TION
78
77
76
76
S
STA-, 1O
ELEV.-
24.86
7.26
0.10%
S
BO
--
75
74
74
73
72
72
71
71
— -e.- — — — — — AREA: 37 -54 ACRES /
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LOG-VANE-MUST BE COMPLETELY _ - - -- GRADE DITCIE SIDE i — — -
\ _ "IRSTALLED.-ON -WEST SIDE OF SLOPES AT lt1
I , D _ — - STONEY CREEK CENTERLINE DITCH INVERT TO_ - —
/ F� —
ory ON CITY PROPERTY - BE MAIN AY I EED
_ =-
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PLAN LEGEND:
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Kimley)))Horn
P,O, BO 33N8 #F-.1.
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919167] -2000
©2015
K A PROJECT
011746023
GOLDSBORO
PROPOSED CUT LINE
F
PROPOSED FILL LINE
DATE
04/27/15
_
—734
PROPOSED MINOR CONTOUR
- - --
PROPOSED BANKFULL BENCH
EE EE
SCALE AS SHOWN
107+•20.00
CROSS SECTION
DESIGNED BY TSJ
VEGETATED SOIL LIFT e
DOEPRESSIONAL
DRAWN BY SES
REVISIONS
DATE
BY
CHECKED BY ADJ
o�
D
Nn
Un
GRAPHIC SCALE IN FEET
0 15 30 60
Z2 Z2 — Z2
Z1- — Z1 mac- Z1
14+00
i
5f1 eft -x.86 - Z1
NV IN=72726—'_ —
OINV OUT-72.15'
LLJ -__�
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
-- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
s s SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
-
EXISTING STREAM CENTERLINE
—5-
v
C
PROPOSED CUT LINE
F
PROPOSED FILL LINE
7ffi
_
—734
PROPOSED MINOR CONTOUR
- - --
PROPOSED BANKFULL BENCH
EE EE
PROPOSED BACK OF BENCH EXTENTS
107+•20.00
CROSS SECTION
PROPOSED LOG VANE
VEGETATED SOIL LIFT e
DOEPRESSIONAL
AREA
- --
Q
i
0
W
z
I-
II
Q
_ I
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
-- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
s s SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
SURVEY LEGEND:
Pvo POWER POLE
NEN
Yo, LNHT POLE
`'A R. Pl- MANHOLE
LINE
ITNI -All PIPE
TREE LINE
a000w<, oEEEAO POWER LINE
a0 MAAR CONTOUR
MNGR EDNTauR
too= oa NELISE BUDEERRZENE ,
u xf u NEUSE BUFFER zDNE 2
GPS LOCATED FEATURES:
a LN—D TREE
+ \ cPl LI—D WETLAND (UP-11MEB)
DEMO LEGEND
)i TREE T. eE REMOVEP
GRAPHIC SCALE IN FEET
0 15 30 60
NT FO
CONS RUCTION SITE PLAN AND PROFILE
s
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
mg
PLAN LEGEND:
-
EXISTING STREAM CENTERLINE
—5-
- SLOUGH BOTTOM ELEVATION
C
PROPOSED CUT LINE
F
PROPOSED FILL LINE
7ffi
PROPOSED MAJOR CONTOUR
—734
PROPOSED MINOR CONTOUR
- - --
PROPOSED BANKFULL BENCH
EE EE
PROPOSED BACK OF BENCH EXTENTS
107+•20.00
CROSS SECTION
PROPOSED LOG VANE
VEGETATED SOIL LIFT e
DOEPRESSIONAL
AREA
SURVEY LEGEND:
Pvo POWER POLE
NEN
Yo, LNHT POLE
`'A R. Pl- MANHOLE
LINE
ITNI -All PIPE
TREE LINE
a000w<, oEEEAO POWER LINE
a0 MAAR CONTOUR
MNGR EDNTauR
too= oa NELISE BUDEERRZENE ,
u xf u NEUSE BUFFER zDNE 2
GPS LOCATED FEATURES:
a LN—D TREE
+ \ cPl LI—D WETLAND (UP-11MEB)
DEMO LEGEND
)i TREE T. eE REMOVEP
GRAPHIC SCALE IN FEET
0 15 30 60
NT FO
CONS RUCTION SITE PLAN AND PROFILE
s
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
mg

0
0
in
m
d
84
EXISTING GROUND ELEVATION ON RIGHT BANK
EXISTING GROUND ELEVATION ON LEFT BANK
Kimley)))Horn
NC RHO,BO 330680102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: f9191677 -2000
©2015
EXISTING 13ANKFUIL ELEVATION
—59 —
SLOUGH BOTTOM ELEVATION
SITE PLAN AND PROFILE
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
I
EXISTING STREAM CENTERLINE
84
SLOUGH 80TTCM ELEVATION
C
PROPOSED CUT LINE
F
PROPOSED FILL LINE
—
PROPOSED MAJOR CONTOUR
—734
PROPOSED MINOR CONTOUR
— — —
— PROPOSED SANKFULL BENCH
N
TE:
t °7a2a°°
CROSS SECTION
DESIGNED BY TSJ
PROPOSED LOG VANE e
VEGETATED SOIL LIFT e
DDEPRESSIONAL
DRAWN BY SES
NO.
AREA
DATE
BY
CHECKED BY ADJ
B
NKFULL
AND SLOUGH
BOTTOM
PROFIL
LINES
ARE
INTENDED
TO
PROVI
E
TIONS
AT STATION. 6 3
TH
_
Y DO
OT INDICATE
LOCA-no
__ELEV
OF WHERE GRADING
/
IS
TO BE
ERFOR
ED. USE
ONLY
PLAN VIEW TO
82
—
BAD
E— PERFORMED_ a2.
81
80
1
_
-
_
80
I
BE
/
79
STA I
73.87
78
III
SELEN
+7.281
STA:13
ELEV:
73.42
8.90
'
0.15%
77
S
S
STµ
S
624.28
76
SLOE
INFLECTION
POIN
76
75
74
_
74
73
72
72
71
71
m
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GRAPHIC SCALE IN FEET
0 15 30 60
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CONS z i
1_ 3 +00
— —
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COMPLETE�LIk k Y kk k O — kN k k CITY
� k k k PROPERTY
r k k k k k v � k kk k k kA}k I I SJ II VI i I II — EL y � aII z ` 99(TYP.) M EL-91.16' , INV IN.8' _ i INV N — 2.1 9
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I II
kk k 1
k 7 I I I I I I I I I I �I II
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l
,
JI I FL OD��° III�I�NI 111111111 I 1 1111111 IIIIH C II
+ E CHANNELS TO BE RETURNED TO EXISTING I II I I I I I III II IIII I� I IIII IIIIII �� I
CONDITIONS PRIOR TO CONSTRUCTION �� I �� APE I I IIII I I I I I II IIII ��
III — —III � I / III I I I II I I III II II I I I I IIIIII IIIIII
+ J 0 0Q CE, I I I I I I
z
i � I
'r J I I ( I I I I r0 IIIIII \
PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
EXISTING GROUND ELEVATION ON LEFT BANK
Kimley)))Horn
NC RHO,BO 330680102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: f9191677 -2000
©2015
EXISTING 13ANKFUIL ELEVATION
—59 —
SLOUGH BOTTOM ELEVATION
SITE PLAN AND PROFILE
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
I
EXISTING STREAM CENTERLINE
S-5—
SLOUGH 80TTCM ELEVATION
C
PROPOSED CUT LINE
F
PROPOSED FILL LINE
—
PROPOSED MAJOR CONTOUR
—734
PROPOSED MINOR CONTOUR
— — —
— PROPOSED SANKFULL BENCH
ae BB
PROPOSED BACK OF BENCH EXTENTS
t °7a2a°°
CROSS SECTION
DESIGNED BY TSJ
PROPOSED LOG VANE e
VEGETATED SOIL LIFT e
DDEPRESSIONAL
DRAWN BY SES
NO.
AREA
SURVEY LEGEND:
BENCH MARK
SANITARY CtEANOUT
PPp PowER POLE
SRN
LIGHT POLE
SANITARY CPAER MANHOLE
M LINE
TAPEUNE re PwE
rTmownr FLOOOwpy uNOngv
.—TEAT PBAER LINT
8,— MAJOR CGNTOOR
MINOR CONTOUR
-� IGOuTGG �M IENTEILINE
NsEBNERZONE FF E
GPS LOCATED FEATURES:
BPS A o TREE
++ CIA LBGA EB METTLANR (INCONEIRMER)
DEVO LEGEND
k TREE TO BE REMOVED
s
GRAPHIC SCALE IN FEET r0
0 15 30 60 2
PRELIMINARY
NOT FOR CONSTRUCTION
®E BOL ®d,
®
�\
9l9 CAN
Kimley)))Horn
NC RHO,BO 330680102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: f9191677 -2000
©2015
o
KA174 0J23T
ONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLDSBORO NORTH CAROLINA
O
CONS RUCTION
SITE PLAN AND PROFILE
SHEET NUMBER
0
04/27/ 15
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
NO.
REVISIONS
DATE
BY
CHECKED BY ADJ

E
0
g
0
F
N
ut
Y
U
0
N
0)
a
E
E
B
3
a
E
E
BANKFULL —
E SLOUGH BOTTOM \
ELEVATION (SEE s
PROFILES) \
E
BANKFULL —
SLOUGH BOTTOM \ \
ELEVATION (SEE
PROFILES)
N
STREAM CENTERLINE
STONEY CREEK
CROSS SECTION LEGEND:
EXISTING GROUND
PROPOSED GROUND
PROPOSED BANKFULL PROFILE ELEVATION
-s -s- PROPOSED SLOUGH BOTTOM
aB BB Ba PROPOSED BACK OF BENCH EXTENTS
c c PROPOSED CUT LINE
f:Y191/e\u =iJ1011101
TYPICAL SLOUGH CROSS - SECTION
NOT TO SCALE
LLJ BELOW SLOUGH ELEVAIIUN,
TYP.
THE TO EXISTING
GROUND
NOTES
1. FINISHED WETLAND SLOUGH GRADES AS INDICATED HEREIN AND ON PLAN
AND PROFILE SHEETS SMALL BE SET BASED ON THE PROPOSED PLAN
AND TYPICAL CROSS— SECTION (THIS SHEET), AND CROSS — SECTIONS
SHEETS.
2. TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL DIMENSIONS OF
THE WETLAND SLOUGHS. FINAL GRADING WILL GIVE THE SLOUGHS A
'NATURAL' APPEARANCE AND ALLOW A SMOOTH TRANS41ION FROM THE
EXISTING CHANNEL TO FLOODPLAIN SLOUGHS.
LOCATION TO ACT AS VERTICAL AND HORIZONTAL CONTROL
POINT AND SET PER THE ELEVATIONS AND LOCATIONS
INDICATED ON THE PLAN AND PROFILE SHEETS.
VARIES
VARIES VARIES
VARIES I
— — — — - - — — — — - — — — — — —
SEE PLAN
SEE PLAN SEE PLAN
SEE PLAN
SHEETS
SHEETS
SHEETS
SHEETS
/
m
3�1
GROUND
— _ _
—
/
/
BANKFULL
$
STONEY CREEK
/
3:1
VARIES
SLOUGH BOTTOM ELEVATION
_
SLOUGH BOT
OM ELEV TA 0
FLAT FLAT,
SEE PROFILE
VARIES
TYPICAL BANKFULL BENCH CROSS - SECTION
/ SEE
PROFILE
SEE PROFILE
—
PRELIMINARY
DEPRESSIONAL WETLAND /SLOUGH
05' BELOW SLOUGH ELEVATION,
NOT FOR CONSTRUCTION
TYP.
TYPICAL
SLOUGH
WITH BANKFULL BENCH CROSS - SECTION
NOT TO SCALE
CROSS SECTION LEGEND:
EXISTING GROUND
PROPOSED GROUND
PROPOSED BANKFULL PROFILE ELEVATION
-s -s- PROPOSED SLOUGH BOTTOM
aB BB Ba PROPOSED BACK OF BENCH EXTENTS
c c PROPOSED CUT LINE
f:Y191/e\u =iJ1011101
TYPICAL SLOUGH CROSS - SECTION
NOT TO SCALE
LLJ BELOW SLOUGH ELEVAIIUN,
TYP.
THE TO EXISTING
GROUND
NOTES
1. FINISHED WETLAND SLOUGH GRADES AS INDICATED HEREIN AND ON PLAN
AND PROFILE SHEETS SMALL BE SET BASED ON THE PROPOSED PLAN
AND TYPICAL CROSS— SECTION (THIS SHEET), AND CROSS — SECTIONS
SHEETS.
2. TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL DIMENSIONS OF
THE WETLAND SLOUGHS. FINAL GRADING WILL GIVE THE SLOUGHS A
'NATURAL' APPEARANCE AND ALLOW A SMOOTH TRANS41ION FROM THE
EXISTING CHANNEL TO FLOODPLAIN SLOUGHS.
LOCATION TO ACT AS VERTICAL AND HORIZONTAL CONTROL
POINT AND SET PER THE ELEVATIONS AND LOCATIONS
INDICATED ON THE PLAN AND PROFILE SHEETS.
- /—
— — — — - - — — — — - — — — — — —
\
/
i TIE EXISTING
3�1
GROUND
\
/
BANKFULL
$
STONEY CREEK
VARIES
\
/
SEE PROFILE
TYPICAL BANKFULL BENCH CROSS - SECTION
NOT TO SCALE
PRELIMINARY
NOT FOR CONSTRUCTION
®E
Kimley))) Horn
KHA PROJECT
01 1 23
STONEY CREEK PHASE II
SHEET NUMBER
®
04/27/15
4;27/,
NOT FOR
-
.
#F -0102
SCALE AS SHOWN
PREPARED FOR
CONSTRUCTION
TYPICAL CROSS SECTIONS
11
P,O,BONSE
P.O. BOX 33068
DESIGNED BY TSJ
CITY OF GOLDSBORO
�® A�
RALEIGH, NORTH CAROLINA 27636
` \C
PHONE: (919161] -2000
DRAWN BY SES
No.
REVISIONS
DATE
BY
CAA® I
©zots
CHECKED By ADJ
GOLD SBORO NORTH CAROLINA

J
E
s
0
b
N
r
0
in
m
d
2'x 2" (NOMINAL)
WOODEN STAKE
I.
24
J
COMPACTED FILL IN T.0'
WOODEN STAKE SPAgN PER COIR FIBER
MATTING, SEE DETAIL 2
13
TOP OF BANK, BANKFULL, OR
SLOUGH ELEVATION PER SITE
INSTALL PLANTINGS PLAN AND PROFILE SHEETS
PER PLANTING
PLAN. MATTING INSTALL WOVEN COIR MAT
SHALL NOT BE CUT NEDIA KOIRMAT 900 COIR FIBER
OR DAMAGED. MATTING DR APPROVED EQUAL
ALTERNATE BARE ROOT SEEDLING
PLANTINGS IF ABOVE BANKFULL
ELEVATIgyT
SEE DETAIL YP. 2 1
12 12
5' MIN.
2'-0"
2:1 MAX.
LIVE CUTTING BUNDLES, TIP.
SEE DETAIL 3
12
EXISTING OR PROPOSED GRADE
FILTER FABRIC
SOIL LIFT FOOTER. WRAP A GRADED MIX OF NODDY CLASS A RIP
RAP. #57 STONE AND SOIL IN NON –WOVEN GEOTEX71LE FILTER FABRIC
SECTION A -A AND COMPACT. SOIL UFT FOOTER SHALL BE BELOW GRADE.
TRENCH TOP
LAYER OF COI R —
LIFT (
MAITINC
MAX.
COIR MATING SEAM, TYP. SEE DETAIL 12
0.75' O.C.
I
1.5' O.C.
STREAM FLOW
I —
PLAN VIEW
LIVE CUTTING BUNGLE
EXPOSED LENGTH
BARE ROOT SEEDLING, SEE DETAIL 12
®E ° °` ° ®o�, Kimley)))Horn
NO LICENSE #F -0102
P.O. BOX 33068
�® A� RALEIGH. NORTH CAROLINA 27636
` \C PHONE: (919167] -2000
REVISIONS DATE eY CAR® ©2816
1.5' O.C.
BARE ROOT SEEDLING , TYP
.
SEE DETAIL 2
12
SOIL LIFT PLANTINGS IF ABOVE BANKFULL
ELEVATION SHALL ALTERNATE BETWEEN LIVE
CUTTING BUNDLES AND BARE ROOT SEEDLINGS.
1.0'
PI ACF RARE ROOT
IN A MINIMUM
AYER OF
\_ BARE RDOT SEEDLING
PLACE BETWEEN SOIL
LIFT LAYERS. ANGLED
UPWARD.
DETAIL NOTES`
1. COIR FIBER MATTING SHALL NOT BE PUNCTURED OR TORN TO PLANT BARE ROOT SEEDLINGS.
2. BARE ROOT SEEDLINGS SHALL ONLY BE PLANTED IN VEGETATED SOIL LIFT ABOVE THE
BANKFULL ELEVATION INDICATED WITHIN THE PLAN AND PROFILE SHEETS.
3. TOPSOIL SHALL BE PLACED AROUND THE ROOTS TO THE BARE ROOT SEEDLING PRIOR TO
PLACEMENT OF THE TOP SOIL LIFT.
4. BARE ROOT SEEDLING SHALL BE PLANTED AT AN ANGLE TO PREVENT LEAF CONTACT WITH THE
GROUND.
BARE ROOT SEEDLING PLANTING IN SOIL LIFT
ABOVE BANKFULL ELEVATION
NOT TO SCALE
2
NOTE: STAGGER PLACEMENT OF LIVE CUTTING \ —LIVE CUTTINGS BUNDLES, TYP.
BUNDLES BETWEEN ADJACENT VER71CAL E DETAIL 3
BUNDLES TO AVOID "STACKING'. 12
SECTION B —B COTTON OR JUTE TWINE (TYP.) OR
LIVE CUTTINGS SPACING PLACE IN POSITION WITHOUT TWINE.
NOT TO SCALE
USE 6 WHIPS (TYP.)
PER BUNDLE OR PLACE 4" TO 8"
4 UNBUNDLED OR PER
LINEAR FOOT ON EACH
LIFT WHERE APPLICABLE
1/4" TO I. LIVE
MATERIAL (TYP.)
3' TO 4'
DETAIL NOTES:
1. LIVE GUTTING BUNDLE SPECIES SHALL BE LIMITED TO THAT LISTED IN THE
PLANTING NOTES AND DETAILS.
LIVE CUTTINGS BUNDLES DETAIL
NOT TO SCALE 2
VEGETATED SOIL LIFT 2
NOT TO SCALE
KHA PROJECT
011746023
DATE
04/27/15
SCALE AS SHOWN
DES I CNED BY TSJ
DRAWN BY SES
CHECKED By ADJ GOLDSBORO
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
NOT FOR
CONSTRUCTION
_ —I vJ LIFT TO EXTEND VP SLOPE
PTO L EXTENT OF GRADING
ip
I
/c
J / /
SLOUGH ENTRANCE DETAIL 4
NOT TO SCALE 1 2
DETAILS
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
12
MAX.
LIFT (
.)
MAX.
3
LIVE CUTTINGS BUNDLES, SEE DETAIL 12
I
I
I I I
\nrI I
I I
I
I
II
TIE TO EXISTING GRADE
LIFT (TYP.)
BANKFULL ELEVATION.
III
` II III
` I 1
p I
SEE PLAN AND
PROFILE SHEETS
AI I \nI
All
I I\n
I \I 11
LIVE CUTTING BUNDLE
II 1'
) II
)l I'
II
) II
PLANTED DEPTH
STREAM FLOW
I —
PLAN VIEW
LIVE CUTTING BUNGLE
EXPOSED LENGTH
BARE ROOT SEEDLING, SEE DETAIL 12
®E ° °` ° ®o�, Kimley)))Horn
NO LICENSE #F -0102
P.O. BOX 33068
�® A� RALEIGH. NORTH CAROLINA 27636
` \C PHONE: (919167] -2000
REVISIONS DATE eY CAR® ©2816
1.5' O.C.
BARE ROOT SEEDLING , TYP
.
SEE DETAIL 2
12
SOIL LIFT PLANTINGS IF ABOVE BANKFULL
ELEVATION SHALL ALTERNATE BETWEEN LIVE
CUTTING BUNDLES AND BARE ROOT SEEDLINGS.
1.0'
PI ACF RARE ROOT
IN A MINIMUM
AYER OF
\_ BARE RDOT SEEDLING
PLACE BETWEEN SOIL
LIFT LAYERS. ANGLED
UPWARD.
DETAIL NOTES`
1. COIR FIBER MATTING SHALL NOT BE PUNCTURED OR TORN TO PLANT BARE ROOT SEEDLINGS.
2. BARE ROOT SEEDLINGS SHALL ONLY BE PLANTED IN VEGETATED SOIL LIFT ABOVE THE
BANKFULL ELEVATION INDICATED WITHIN THE PLAN AND PROFILE SHEETS.
3. TOPSOIL SHALL BE PLACED AROUND THE ROOTS TO THE BARE ROOT SEEDLING PRIOR TO
PLACEMENT OF THE TOP SOIL LIFT.
4. BARE ROOT SEEDLING SHALL BE PLANTED AT AN ANGLE TO PREVENT LEAF CONTACT WITH THE
GROUND.
BARE ROOT SEEDLING PLANTING IN SOIL LIFT
ABOVE BANKFULL ELEVATION
NOT TO SCALE
2
NOTE: STAGGER PLACEMENT OF LIVE CUTTING \ —LIVE CUTTINGS BUNDLES, TYP.
BUNDLES BETWEEN ADJACENT VER71CAL E DETAIL 3
BUNDLES TO AVOID "STACKING'. 12
SECTION B —B COTTON OR JUTE TWINE (TYP.) OR
LIVE CUTTINGS SPACING PLACE IN POSITION WITHOUT TWINE.
NOT TO SCALE
USE 6 WHIPS (TYP.)
PER BUNDLE OR PLACE 4" TO 8"
4 UNBUNDLED OR PER
LINEAR FOOT ON EACH
LIFT WHERE APPLICABLE
1/4" TO I. LIVE
MATERIAL (TYP.)
3' TO 4'
DETAIL NOTES:
1. LIVE GUTTING BUNDLE SPECIES SHALL BE LIMITED TO THAT LISTED IN THE
PLANTING NOTES AND DETAILS.
LIVE CUTTINGS BUNDLES DETAIL
NOT TO SCALE 2
VEGETATED SOIL LIFT 2
NOT TO SCALE
KHA PROJECT
011746023
DATE
04/27/15
SCALE AS SHOWN
DES I CNED BY TSJ
DRAWN BY SES
CHECKED By ADJ GOLDSBORO
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
NOT FOR
CONSTRUCTION
_ —I vJ LIFT TO EXTEND VP SLOPE
PTO L EXTENT OF GRADING
ip
I
/c
J / /
SLOUGH ENTRANCE DETAIL 4
NOT TO SCALE 1 2
DETAILS
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
12

W
9
E
Y
E
E
BW
HEADER LOG
FL
STREAM
g
BURY END OF
LOG VANE INTO7'�%
BANK
CHANNEL BED,
j 1/2 KW
o
BMD GRADE
EXCAVATED POOL
BM
BACKFILL MATERIAL
FOOTER LOG
ION
SECT A -A
NO
IN- STREAM STRUCTURE DATA TABLE'
1. REFER TO PROJECT SPECIFICATIONS FOR IN- STREAM
STRUCTURE PLACEMENT, CONSTRUCTION, AND
9 NAIL FILTER FABRIC
MATE RE WIREMENi s.
RIAL
2. METHODS FOR SECURING LOGS:
TO BACK OF LO G
1/4" STAINLESS STEEL CABLE
Si OW B. Kw A5
(.� BOULDER MEAN LOG MINI MUM BACKFILL MATERIAL'
3 VANE, SEE SL
-- SPECIFICATIONS.
1 2" GALVANIZED REBAR
3. STRUCTURE DIMENSIONS ARE CONTAINED WITHIN THE
E
PROJECTREACH
(DEGREES) DIAMETER DIAMETER BM' BMW MATERIAL
0 -
IN- STREAM STRUCTURE DATA TABLE THIS SHEET.
(FT) (FT) (FT) (FT) ( %)
(IN) (IN) (FT) (FT) WELLGRADEDMIX %COMP'
i BACKFILL
2 RAP 40
MATERIAL
_
°
SEE PLAN
ALL VARIES 26.7 5 1.0 -2.0
SHEETS
SEEPLAN NATURAL CHANNEL MATERIAL 30
30 12 4 2
SHEETS NCDORALCHA5TONE 20
=
'
COMPACTED EARTH
STREAM BANK
g
HARDWOODMULCH 10 PNCHORG NTH BY v
INNIN
CHANNEL I
I'
TABLE NOTES HEADER BOULDER
!
I -
HEADER BOULDER
OW K FILTER FABRIC,
[STREAM
TYP. A5_—
`
1. DIAMTETER PROVI DED WITHIN THE IN- STREAM STRUCTURE DATA TABLE APPLY TO ALL
DETAILS ON THIS SHEEL
2.% COMPOSITION = PERCENT COMPOSITION BY VOLUME OF MATERIAL.
LOG VANE ARM
COMPACTED
4
STREAM BED
PLAN VIEW
SECTION B—B
E
X
0
E
LOG VANE
NOT TO SCALE
1"
WOODEN AN TRENCH
MATTING DN 1 C£NTERS
2"
POOL
IN TRENCH
RIFFLE
-
TOP LAYER
24"
ANCHOR OVERLAP
ON f CENTERS
RIFFLE
_
3NCENTERSON
q
NAILEMAY BE USED IN LIEV
OF NOTCH.
POOL
RIFFLE
-
DIRECTION OF FLOW
WOODEN ANCHOR DETAIL
COIN FIBER MATTING INSTALLED PER
ON SPECIFICATIONS WITH
POOL v>
LIVE STAKING, PERMANENT AND
��
RIFFLE
TEMPORARY SEEDING PER PLANS AND
SPECIFICATIONS. INSTALL CON FIBER
-
MATTING ON ALL CUT SLOPES 3108
STEEPER
TOP LAYER
I
BARE TYP.
PLAN
8" OVERLAY (MIN.)
M_
ROPES MUST NOT BE
CUT 70 INSTALL
`-
"
PLAN VIEW
ONE CPR FIBER MATTING
ROLL WIDTH CENTERED AT !
TOE OF SLOPE V — �
COIR FIBER
MATTING
CAIN/
18" (TYPJ GROUND
GROUND
�.ACKFILL
"n
COIR FI EXISTING GRADE
MATTING
ANCHORS ON
SLOUGH SIDE SLOPE PROPOSED GRADE
3 CENTERS
=
-
TRENCH IN WOODEN TRENCH IN MATTING 6" MIN.
MATTING ANCHOR
AND ANCHOR PLACED AT
EXTEND MATTING
TO NORMAL WATER
�6"
SLOUGH TOE OF
SLOPE
SURFACE ELEVATION
MIN
NO
BOTTOM
ANCHORS ON
d
IN AREAS TO BE MATTED, ALL SEEDING, SOIL
1" CENTERS
IN TRENCH
"
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT
VESTAKE, TYP.
SPECIFICATIONS, AND PLANTING NOTES PRIOR
TO PLACEMENT.
\�
-
BE
PIAmCEND
�O
ISHALL
AND BACKFIUI
LIVE STAKE, TYR.
8" MIN. 3' MIN
STREAM BED
TYPICAL SL UGH CROSS SECTION
TYPICAL STREAM
BANK CROSS SECTION
s
COIR FIBER 7
LMATTING
NOT TO SCA
E
PRELIMINARY
NOT FOR CONSTRUCTION
®E ° "` ®� ®o�®
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CAA®
Kimley)))Horn
NO
P10,BO NSE #F -0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919161] -2000
©2015
KHA PROJECT 01 1
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLD SBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
DETAILS
SHEET NUMBER
13
04;27,,
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
No.
REVISIONS
DATE
BY
CHECKED By ADJ

s
to
0
U
Z
E
O
0
\� j � SPILLWAY -W MIN.
J
SECTION A —A
F
12" MIN.
18" MAX:
MIN. 10 GA
LINE WIRES
NI
12" MIN.
18" MAX.
LLWAY SHALL BE
MIN. BELOW LEVEL
LOWEST BANK
REAM INVERT
STONE FILLER - #57 STONE
RIP RAP
SECTION B —B
B
A
OPO so
¢ T
_ lG Vitt
h
� a
-. -� L =3XH
B 1 LJV� CLASS A RIP RAP
1' MIN. DEPTH
��.
DIRT HAUL ROAD 3.
L
TEMPORARY T TO SCALE CHECK DAM
14
-1 a
NOTES:
1. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY
FENCING AS SHOWN IN THIS DETAIL
2. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING
ANY CONSTRUCTION OR GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE LOCATED AT OR OUTSIDE
DRIPLINE OF TREES AND V MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS.
TYPICAL TREE PROTECTION FENCE 5
NOTES:
1. TURNING RADIUS SUFFICIENT TO
pp`1�EHt
ACCOR COATE LARGE TRUCKS SHALL BE PROVIDED.
A
SPILLWAY SHALL BE 1'
2. ENTRANE F R SHOULD BE LOCATED TO
PROVIDE FOR UTILIZATION BY ALL
WIR FIBER WATTLE
MIN. BELOW LEVEL OF
CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
TREE PROTECTION AREA
LOWEST BANK.
WILL PREVENT TRACKING OR DIRECT FLOW OF
y•
MUD ONTO STREETS. PERIODIC TOPDRE551 NG
WITH STONE WILL BE NECESSARY.
R
PRELIMINARY
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
H
IDO NOT ENTER
MUST BE CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE
4"
LOCATED AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED.
POST
F REOUENT CHECKS OF THE DEVICE AND
STREAM INVERT
BY THE ENGINEER
TIMELY MAINTENANCE MUST BE PROVIDED.
6. NUMBER AND LOCATION OF CONSTRUCT[ ON
' POST
ENTRANCES PER THE PLANS OR DETERMINED
BY THE ENGINEER.
LLWAY SHALL BE
MIN. BELOW LEVEL
LOWEST BANK
REAM INVERT
STONE FILLER - #57 STONE
RIP RAP
SECTION B —B
B
A
OPO so
¢ T
_ lG Vitt
h
� a
-. -� L =3XH
B 1 LJV� CLASS A RIP RAP
1' MIN. DEPTH
��.
DIRT HAUL ROAD 3.
L
TEMPORARY T TO SCALE CHECK DAM
14
-1 a
NOTES:
1. ALL PLANTS TO BE SAVED SHALL BE PROTECTED BY
FENCING AS SHOWN IN THIS DETAIL
2. CONTRACTOR SHALL INSTALL FENCING PRIOR TO BEGINNING
ANY CONSTRUCTION OR GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE LOCATED AT OR OUTSIDE
DRIPLINE OF TREES AND V MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS.
ROTE: FILTER FABRIC TO BE PLACED BENEATH STONE
TEMPORARY CONSTRUCTION
ENTRANCE/ HAUL ROAD 2
NOT TO SCALE 1 4
SN�O,
TYPICAL TREE PROTECTION FENCE 5
40"
pp`1�EHt
SILT FENCE ROCK OUTLET
A
1.33 LB /LINEAR
FOOT
EDOE OF PAVEMENT
WIR FIBER WATTLE
3
FENCE FAILURES, USE
No. 57 WASHED STONE
TREE PROTECTION AREA
CANOPY, DRIPLINE
y•
STEEL WITH
R
PRELIMINARY
3
PROJECTIONS
IDO NOT ENTER
4"
STEEL
POST
RIABLE AS
WARNING"DETAI"S
BY THE ENGINEER
' POST
AINTED)
V RESISTANT, HIGH -
I/2 GA.
RENGTH, POLY
FABRIC (TYPICAL)
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLD SBORO NORTH CAROLINA
PLANT
FABRIC
OF CANOPY, DRIPLINE
UV RESISTANT,
JBBARRCADE
TENSILE STRENGTH,
1RRICADE FABRIC (TYPICAL)
SLOPE
mill
PLAN VIEW
GRADE
PLAN VIEW OF PROTECTIVE FENCING
ADE
VE.1"MEER
AROUND SINGLE TREE- EXPAND AS NECESSARY
ROTE: FILTER FABRIC TO BE PLACED BENEATH STONE
TEMPORARY CONSTRUCTION
ENTRANCE/ HAUL ROAD 2
NOT TO SCALE 1 4
SN�O,
TYPICAL TREE PROTECTION FENCE 5
pp`1�EHt
SILT FENCE ROCK OUTLET
A
1.33 LB /LINEAR
FOOT
EDOE OF PAVEMENT
WIR FIBER WATTLE
FENCE FAILURES, USE
No. 57 WASHED STONE
NOT TO SCALE 1 4
6
MATTING
STEEL WITH
BACK
SLOPES
PRELIMINARY
TREE PROTECTIDN /WARNING
SIGNS TO BE PLACED IN VISIBLE
LOCATIONS ON FACE OF SILT
FENCE. SEE "TYPICAL TREE
PROTECTION FENCE" DETAIL FOR
SIGN DETAILS.
STEEL POST
TYPICAL TREE PROTECTION FENCE 5
+ FOR REPAIR OF SILT
SILT FENCE ROCK OUTLET
1.33 LB /LINEAR
FOOT
4
8' MAX.
FENCE FAILURES, USE
No. 57 WASHED STONE
NOT TO SCALE 1 4
STEEL WITH
FOR ANCHOR WHEN
PRELIMINARY
PROJECTIONS
SILT FENCE IS PROTECTING
CATCH BASH.
STEEL
POST
ENCE
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sKimley)))Horn
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CAA®
SYNTHETIC
KH A PROJECT
011746023 o23
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLD SBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
FABRIC
SHEET NUMBER
14
EAFILL
SLOPE
mill
GRADE
ADE
VE.1"MEER
-
FILTER
FABRIC 959 BY
-
R[NSK�RT�R
FRONT VIEW
IWEIGHT POLYOLEFINS
OR PaYESTER ASTM
-i D6461 CERT PIED
DRAWN BY SES
OR SHIRT AS
TED BY
REVISIONS
DATE
BY
CHECKED By ADJ
SIDE VIEW
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS
-
P LACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
COMBINATKA SILT FENCE/TREE PROTECTION FENCE 3
NOT TO SCALE Q 4
FLOW -
NOTES:
USE MINI11IW112 IN. DIAMETER MIR FIBER (COCONUT FIBEN MATTLE.
USE 2 FT. WOODEN STAKES KITH A 2 IN. SY 2 IN. NOMINAL
ONLY INSTALL WATTLE(S) TO A xEISHII IN DITCH SO FLOW WILL NOT
N AROUND WATTLE Add) SDOUR DITOH SLOPES AND AS DIREOTEO.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 6 DDIINSLOPE
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SESTION 1851 OF THE
STANDARD SPECIFICATIONS.
�BilV�e BTAF¢F
INSET A INSET B
TOP VIEW
SEE PLANS
PLAN VEW AF
SILT FENCE
LOCATED
AROUND
PERIMETER OF
TEMPORARY
SOIL STOCKPILE
TEMPORARY SOIL STOCKPILE
3:1 MAX. 3:1 10' MAX. HEIGHT
SF 5
SECTION A -A
TEMPORARY STAGING AREA DETAIL 4
NOT TO SCALE 1 4
CREATE BREAK
IN SILT FENGNC I.� 4• TW
CONSTRUCT I WEIR
SILT FENCE PER
SILT FENCE
DETAIL
ROCK OUTLET III - III - III -I -
STRUCTURE
FRONT VIEW
NOTE:
TO BE PLACED AS NEEDED IN AREAS OF
CONCEMRATED AREAS OF OVERLAND
BLOW VARIES
CONCENTRATED NO 57 - _ _
RUI
_, WASHED -_ 1MA
STONE
FILTER
FIP RAP J//
RABRI
RABRIC
SIDE VEW
WIRE MESH FENCING
Ll
TYPICAL TREE PROTECTION FENCE 5
6
COIR FIBER WATTLE (MOOD]) �
SILT FENCE ROCK OUTLET
NOT TO SCALE
4
NOT TO SCALE 4
NOT TO SCALE 1 4
PRELIMINARY
NOT FOR CONSTRUCTION
®IF BOL
sKimley)))Horn
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�® A�
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NSEWF -0102
P.O. BO
FRO, BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: (919161] -2000
©zols
KH A PROJECT
011746023 o23
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLD SBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
SEDIMENTATION AND
EROSION CONTROL DETAILS
SHEET NUMBER
14
04;Z;,
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
No.
REVISIONS
DATE
BY
CHECKED By ADJ

E
r6
J
NOTES:
1, ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY.
3. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
4, GRAVEL CONSTRUCTION ENTRANCE SHALL BE
LOCATED AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED
5, NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES PER THE PLANS OR DETERMINED
BY THE ENGINEER.
TAMPED GROUND OR
EXISTING DRIVEWAY
Cu1,Awev Section
/�, n Rei -,g Members
UNEVEN SURFACE FOR
IMPROVED TRACTION
•�
upp
brl: or meeM1
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e�mmmn9
-¢tl
-. - Ponnne reo-foreing bare
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NO
p10,BONSE #F -0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 2]636
PHONE 19167] -2000 -2000
©2015
KHA PROJECT
01 1746023
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SEDIMENTATION AND
EROSION CONTROL DETAILS
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DR APPRDVED EQUIVALENT
MUD MAT INSTALLATION AT CONSTRUCTION ENTRANCE 2
NOT TO SCALE
STREAM
I
D MATERIAL PER EROSION
. PLAN SHEETS
8" TO 12° SPIKES
EVERY 2 FT
VARY TIMBER SIZE
GRIP DRAG CHAIN
UNEVEN SURFACE FOR
IMPROVED TRACTION
CHOOSE TIMBER NTH SIZE
AND STRENGTH TO SUPPORT
SECTION A —A
CONSTRUCTION EOUIPMENT
WIDTH AS NEEDED
J— 9-
LENGTH AS NEEDED
THREADED ROD
EVERY 3 FT
1. PREDRILL AND INSET 3/4" THREADED STEEL RODS
EVERY 3' AND SECURE NTH AT LEAST ONE NUT.
2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' NTH
TO 12" BARN SPIKES,
KES EVERY 2 FT
I R/DRAG CHAIN
STAGGERED ENDS
TO GRIP BANK
�— SUGGESTED HARDWOOD
ON OUTER SUPPORT
_IIYSTREAM CHANNEL BRIDGE MAT
IVI' luh +� Vutlo� � /, /11 Nl
SURFACE FLOW
DIVERSION
��ii III
III JA III � � IY�I
)III �� IVdI
Iml
OK
RECOMMENDED BRIDGE MAT
1/4 SUPPORT RECOMMENDED
A � 1/4 SUPPORT
A 2'-3' TYR
BASE FLOW S SURFACE FLOW
SURFACE FLOW DIVERSION
DIVERSION
TEMPORARY STREAM CROSSING /FORD
NOT TO SCALE
TYPICAL TIMBER MAT
NOT TO SCALE
PRELIMINARY
NOT FOR CONSTRUCTION
®E BOL ®�,
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Kimley)))Horn
NO
p10,BONSE #F -0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 2]636
PHONE 19167] -2000 -2000
©2015
KHA PROJECT
01 1746023
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLDSBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
SEDIMENTATION AND
EROSION CONTROL DETAILS
SHEET NUMBER
15
04;2;15
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
NO.
REVISIONS
DATE
BY
CHECKED BY ADJ

EROSION CONTROL GENERAL NOTES. TR AM AN H R N NTR M A R SITE EROSION CONTROL MEASURES: nI CONTROL
0 1. TOTAL AREA DISTURBED = 1.97 ACRES JIB PROJECT CONSTRUCTION AREA IS LOCATED WITHIN AN ACTIVE FLOODPLAIN AND SUBJECT TO REGULAR FLOODING. AS 1. SKIMMER BASINS, DIVERSION BERMS, DIVERSION DITCHES AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE PROPOSED O O V LE D .
SUCH, THE CONTRACTOR SHALL LIMIT THE DAILY WORK AREA TO A STREAM, FLOODPLAIN, AND SLOUGH CHANNEL SECTION CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE
m 2. SOIL TYPE: JOHNSTON LOAM (Js). THAT CAN BE COMPLETELY CONSTRUCTED AND STABILIZED WITHIN A SINGLE DAY. A COMPLETED AND STABILIZED WORK LAND DISTURBANCE TAKES PLACE. TEMPORARY HAUL ROAD(A)
AREA SHALL BE AT FINAL GRADE WITH MATTING, TEMPORARY SEEDING, AND /OR MULCH IN PLACE. 14
0 3. REFER TO GENERAL NOTES, FOR THE PROJECT CONSTRUCTION SEQUENCE. 2, AS CONSTRUCTION PROGRESSES, DIVERSION BERMS AND DITCHES SHALL BE RELOCATED AS NEEDED TO ENSURE THAT THE
2, IN THE EVENT THAT THE WORK AREA CANNOT BE COMPLETED BY THE END OF THE WORK DAY, THE CONTRACTOR SHALL ENTIRE UPSLOPE DISTURBED AREA IS COLLECTED FOR TREATMENT. TEMPORARY CONSTRUCTION ENTRANCE /EXIT 14
`0 4. THE CONTRACTOR SHALL BE FAMILIAR WITH THE EROSION AND SEDIMENT CONTROL REQUIREMENTS OF THE DRAWINGS, AS BE RESPONSIBLE FOR PROVIDING ADDITIONAL STABILIZATION AND EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT
WELL A5, THE REQUIREMENTS SPECIFIED IN THE PROJECT SPECIAL CONDITIONS. THE COMPLETED WORK FROM DAMAGE, ALL ADDITIONAL MEASURES MUST BE APPROVED BY THE ENGINEER. 3. STABILIZATION MEASURES SHALL BE APPLIED TO PROP05ED EROSION AND SEDIMENT CONTROL STRUCTURES IMMEDIATELY 5
AFTER INSTALLATION. TIMBER MAT 15
E 5, ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CITY OF 3, ALL WORK FOR THE STREAM SHALL BE PERFORMED FROM THE STREAM CHANNEL BANK. NO EQUIPMENT WILL BE ALLOWED �y�,
GOLDSBORO STANDARD DETAILS AND NORTH CAROUNA EROSION AND SEDIMENT CONTROL REGULATIONS. WITHIN THE LIVE STREAM. 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE PLANS AND SPECIFICATIONS. n -CT-�I 15
K�Mr`l'9 TEMPORARY STREAM CROSSING W/ PIPE
�.
S. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT BE RESPONSIBLE 4, ROCK SILT CHECK DAMS OR SILT CURTAINS SHALL BE INSTALLED AS SHOWN IN THE DRAWINGS: 5. SILT FENCE STONE OUTLETS SHALL N CONSTRUCTED IN LOW LYING AREAS AND AREAS OF CONCENTRATED FLOW ALONG
ELIMINATION SYSTEM (CEDES) STORM WATER GENERAL PERMIT (NGG010000). THE CONTRACTOR SHALL BE RESPONSIBLE THE LENGTH OF TEMPORARY SILT FENCING. IF LOCATIONS ARISE DURING THE COURSE OF NT ACTOR ION WHERE THE 4
_ FOR CONDUCTING, RECORDING AND SUBMITTING THE REQUIRED SELF- INSPECTION REPORTS TO THE APPROPRIATE AGENCIES. GROUND COVER AND SITE STABILIZATION MEASURES' TEMPORARY SILT FENCE BECOMES OVERWHELMED WITH OVERLAND FLOW AND FAILS, THE CONTRACTOR SHALL REPAIR THESE 14
� AREAS WITH SILT FENCE OUTLETS TEMPORARY STOCKPILE
1
3
]. THE CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ONSITE IN ACCORDANCE WITH THE NPDES GENERAL STORMWATER
4. TEMPORARY crzoulND covER: 1) FOR AN AREA WITH No SLOPE, TEMPORARY GROUND COVER SHALL BE PROVIDED FoR � SILT CHECK DAM 1a
PERMIT AND SHALL KEEP A RECORD OF THE DAILY RAINFALL AMOUNT. 6. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING EXCESS ED ADDITIONAL AS EROSION CONTROL
- THE AREA IF IT HAS NOT BEEN DISTURBED FOR 14 PAYS. 2) FOR AN AREA OF MODERATE SLOPE, TEMPORARY GROUND MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO CONTROL EXCESS SEDIMENT, AS DETERMINED BY THE ENGINEER
n" B. FOLLOWING APPROVAL OF THE PROJECT EROSION CONTROL INSPECTOR, ALL TEMPORARY EROSION AND SEDIMENT CONTROL COVER SHALL BE PROVIDED IF THE AREA HAS NOT BEEN DISTURBED FOR 10 DAYS. MODERATE SLOPES IS DEFINED AS AN OR EROSION CONTROL INSPECTOR. 14 AM SILT FENCE ROCK OUTLET
MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES INCLINED AREA WITH THE INCLINATION OF WHICH IS LESS THAN OR EQUAL TO THREE (3) UNITS OF HORIZONTAL DISTANCE
ARE NO LONGER NEEDED, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TO ONE (1) UNIT VERTICAL DISTANCE (3:1). 3) FOR AN AREA OF STEEP SLOPE, TEMPORARY GROUND COVER SHALL BE EROSION CONTROL MAINTENANCE: 2
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION, PROVIDED FOR THE AREA IF IT HAS NOT BEEN DISTURBED FOR A PERIOC OF SEVEN (7) DAY5. STEEP SLOPE 15 DEFINED COIR FIBER MATTING APPLICATION 1s
AS AN INCLINED AREA WITH THE INCLINATION OF WHICH IS GREATER THAN 3:1 SLOPE. 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS
m STAGING STOCKPILES AND HAUL ROAD AREAS 5. PERMANENT GROUND COVER: FOR AN AREA OF LAND - DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN BECWATER ED, AF FERTILIZED, BRESEEDEDD D�MULCHEDY AS NECESSARY SARYDTO OBTAIN AH DENSE STAND ODF REGULARLY AND SHALL ��H2 COIR FIBER WATTLE 14
E 1. SPECIFIED AREAS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN ESTABLISHED AS HAUL ROADS COMPLETED, TEMPORARY OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS SOON
AND STAGING AREAS, AND TEMPORARY STOCKPILE LOCATIONS. WITH PRIOR APPROVAL, THE CONTRACTOR MAY MODIFY AS PRACTICABLE, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER COMPLETION OF GRADING. 2. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED 777 TPT COMBINATION SILT FENCE /TREE PROTECTION FENCE 3 T
THE PROPOSED LOCATION OF STOCKPILE AREAS ALONG THE PROJECT, AS NECESSARY, TO CARRY OUT THE WORK. ALL IMMEDIATELY AND GLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROAD BY 14
TEMPORARY STOCKPILE AREAS MUST BE INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE ENGINEER. 6, ALL AREAS STABILIZED WITH TEMPORARY OR PERMANENT SEEDING AND MULCH SHALL BE MAINTAINED AND REPAIRED IF SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE IF S
STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS. SILT FENCE SHALL BE REQUIRED IN AREAS WHERE RAIN, WIND, STCRMWATER OR FLOOD WATERS DISTURB OR WASH AWAY THE SEED AND /OR MULCH. ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. TREE PROTECTION FENCE 14
LOOSE SOIL HAS BEEN PLACED IN THE STAGING AND STOCKPILING AREAS.
]. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR 3. WHEN A CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY Loo Loo LIMITS OF DISTURBANCE
>, 2.. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ANY SOIL TRANSPORTED OFFSITE IS CONDUCTED IN A MANNER PERMANENTLY, IN ACCORDANCE WITH THE SPECIAL PROVISIONS AND THE PLANTING PLANS, HEREIN. PERMANENT SEEDING CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL APPUCATION,
E THAT 15 CONSISTENT WITH THE APPROVED EROSION CONTROL PERMIT, AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. OR OTHERWISE REINSTALLED. PER THE ORIGINAL APPLICATION. C C
>. 3. EXCAVATED MATERIAL MAY BE TEMPORARILY STOCKPILED IN THE TEMPORARY STAGING AND STOCKPILE AREAS. THE T ALL DRAINAGE INLETS DOWN SLOPE OF THE CONSTRUCTION WORK AREA SHALL BE PROTECTED FROM SILTATION, PROFILE LEGEND.
LOCATION OF THE TEMPORARY STAGING AND STOCKPILE AREAS MAY BE ADJUSTED WITHIN THE LIMITS OF DISTURBANCE BY INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED, FLUSHING 15 NOT AN O V L1
THE CONTRACTOR WITH PRIOR APPROVAL OF THE DESIGNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ACCEPTABLE METHOD OF CLEANING. — — EXISTING GROUND ELEVATION ON RIGHT BANK
0
APPROPRIATE STABILIZATION MEASURES FOR THE STOCKPILE AREAS TO PREVENT EROSION AND SEDIMENTATION.
o 5. COIR FIBER MATTING SHALL BE MONITORED AND REPAIRED AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. COIR -- EXISTING GROUND ELEVATION ON LEFT BANK
4, ALL HAUL ROAD AND TEMPORARY STOCKPILE LOCATIONS E SITE MAY BE ADJUSTED IN THE FIELD TO PROTECT EXISTING FIBER MATTING SHALL BE LAID IN SUCH AWAY THAT GOOD CONTACT WITH THE GROUND IS E ESTABLISHED. IF GOOD
TREES LARGER THAN 6" DBH, THE FINAL STAKING OF THE HAUL ROADS SHALL BE APPROVED BY THE ENGINEER BEFORE CONTACT IS NOT ESTABLISHED, OR EROSION OCCURS UNDER THE COIR FIBER MATTING, THEN THE BANK SHALL BE EXISTING BANKNLL ELEVATION
CLEARING COMMENCES. REPAIRED AND THE MATTING RESEGUREp.
6. SHOULD THE SILT FENCE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE = SLOUGH BOTTOM ELEVATION
_ SEDIMENT DEPOSITS AS NECESSARY TO REDUCE PRESSURE ON THE FENCE; AVOID UNDERMINING SILT FENCE DURING EXISTING CHANNEL BOTTOM ELEVATION
CLEANOUT.
7. CHECK TEMPORARY ROCK SILT CHECK FOR EROSION, PIPING, AND ROCK DISPLACEMENT WEEKLY AND AFTER EVERY RAIN SLOPE INFLECTION POINT (SLOPE CHANGE)
EVENT. REMOVE SEDIMENT DEPOSITS, STRAW, LIMBS AND DEBRIS FROM BEHIND TEMPORARY ROCK SILT CHECK AS
NECESSARY TO PREVENT CHANNEL CLOGGING. ADD STONES AS NECESSARY TO MAINTAIN DESIGN HEIGHT
PLAN LEGEND.
EXISTING STREAM CENTERLINE
­S SLOUGH BOTTOM ELEVATION
E
S C PROPOSED CUT LINE
F PROPOSED FILL UNE
— PROPOSED MAJOR CONTOUR
131 PROPOSED MINOR CONTOUR
I II PROPOSED BANKFULL BENCH
1
W PROPOSED BACK OF BENCH EXTENTS
1
ceoss secnoN
SHEET 18 \ \ \ I PROPOSED LOG VANE 13
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PROPOSED EROSION CONTROL- LEGEND
TEMPORARY HAUL ROAD La
TEMPORARY CONSTRUCTION ENTRANCE /EXIT Rn
TIMBER MAT 1a
lwv
TEMPORARY STREAM CROSSING W/ PIPE(a) a
®
TEMPORARY STOCKPILE 14
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SILT CHECK DAM la
AM
SILT FENCE ROCK OUTLET 1a
I�
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-
COIR FIBER WATTLE 1a
TPF
COMBINATION SILT FENCE /TREE PROTECTION FENCE la
,PF
TREE PROTECTION FENCE r5
PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
EXISTING STREAM CENTERLINE
-
SLOUGH BOTTOM ELEVATION
-C
PROPOSED CUT LINE
- F
PROPOSED FILL LINE
—1.16
PROPOSED MAJOR CONTOUR
�3a
PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
ee ee
PROPOSED BACK OF BENCH EXTENTS
l0> +20.00
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0
TPF
— zz — zz zz — zz
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
TEMPORARY HAUL ROAD 1a
TEMPORARY CONSTRUCTION ENTRANCE /EXIT la
TIMBER MAT 1s
TEMPORARY STREAM CROSSING W/ PIPE 13
TEMPORARY STOCKPILE 1a
SILT CHECK DAM 1a
SILT FENCE ROCK OUTLET 74
COIR FIBER MATTING APPLICATION t3
COIR FIBER WATTLE 1a
COMBINATION SILT FENCE /TREE PROTECTION FENCE 1a
TREE PROTECTION FENCE 14
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PROFILE LEGEND:
EXISTING GROUND ELEVATION ON RIGHT BANK
- - - - -- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
r EXISTING STREAM CENTERLINE
SLOUGH BOTTOM ELEVATION
PROPOSED CUT LINE
PROPOSED FILL LINE
735 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
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PROPOSED LOG VANE
VEGETATED SOL LIFT e
DOEPRESSIONAL AREA
s
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P.O. BOX 33068 DESIGNED BY TSJ
A RALEIGH, NORTH CAROLINA 27636
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DATE BY ®�+ CA ©2015 CHECKED BY ADJ GOLDSBORO
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TPF
— zz — zz zz — zz
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
TEMPORARY HAUL ROAD 1a
TEMPORARY CONSTRUCTION ENTRANCE /EXIT la
TIMBER MAT 1s
TEMPORARY STREAM CROSSING W/ PIPE 13
TEMPORARY STOCKPILE 1a
SILT CHECK DAM 1a
SILT FENCE ROCK OUTLET 74
COIR FIBER MATTING APPLICATION t3
COIR FIBER WATTLE 1a
COMBINATION SILT FENCE /TREE PROTECTION FENCE 1a
TREE PROTECTION FENCE 14
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- - - - -- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
r EXISTING STREAM CENTERLINE
SLOUGH BOTTOM ELEVATION
PROPOSED CUT LINE
PROPOSED FILL LINE
735 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
Be BB PROPOSED BACK OF BENCH EXTENTS
PROPOSED LOG VANE
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STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
TEMPORARY HAUL ROAD 1a
TEMPORARY CONSTRUCTION ENTRANCE /EXIT la
TIMBER MAT 1s
TEMPORARY STREAM CROSSING W/ PIPE 13
TEMPORARY STOCKPILE 1a
SILT CHECK DAM 1a
SILT FENCE ROCK OUTLET 74
COIR FIBER MATTING APPLICATION t3
COIR FIBER WATTLE 1a
COMBINATION SILT FENCE /TREE PROTECTION FENCE 1a
TREE PROTECTION FENCE 14
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PROFILE LEGEND:
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- - - - -- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
r EXISTING STREAM CENTERLINE
SLOUGH BOTTOM ELEVATION
PROPOSED CUT LINE
PROPOSED FILL LINE
735 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
Be BB PROPOSED BACK OF BENCH EXTENTS
PROPOSED LOG VANE
VEGETATED SOL LIFT e
DOEPRESSIONAL AREA
s
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PRELIMINARY
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PLAN
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TPF
— zz — zz zz — zz
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
TEMPORARY HAUL ROAD 1a
TEMPORARY CONSTRUCTION ENTRANCE /EXIT la
TIMBER MAT 1s
TEMPORARY STREAM CROSSING W/ PIPE 13
TEMPORARY STOCKPILE 1a
SILT CHECK DAM 1a
SILT FENCE ROCK OUTLET 74
COIR FIBER MATTING APPLICATION t3
COIR FIBER WATTLE 1a
COMBINATION SILT FENCE /TREE PROTECTION FENCE 1a
TREE PROTECTION FENCE 14
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- - - - -- EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING BANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANGE)
PLAN LEGEND:
r EXISTING STREAM CENTERLINE
SLOUGH BOTTOM ELEVATION
PROPOSED CUT LINE
PROPOSED FILL LINE
735 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BANKFULL BENCH
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PROPOSED LOG VANE
VEGETATED SOL LIFT e
DOEPRESSIONAL AREA
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GRAPHIC SCALE IN FEET r
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NC LICENSE #F -0102
P.O. BOX 33068
A � RALEIGH, NORTH CAROLINA 27636
`\ PHONE: (919161] -2000
REVISIONS DATE BY PrA�® ©2815
KHA PROJECT
011746023
DATE
04/27/15
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STONEY CREEK PHASE II
PREPARED FOR
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PROFILE LEGEND:
TEMPORARY HAUL ROAD 1a
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PREPARED FOR
CITY OF GOLDSBORO
GOLDSBORO NORTH CAROLINA
PROFILE LEGEND:
—
EXISTING GROUND ELEVATION ON RIGHT BANK
- - - - --
EXISTING GROUND ELEVATION ON LEFT BANK
EXISTING SANKFULL ELEVATION
SLOUGH BOTTOM ELEVATION
EXISTING CHANNEL BOTTOM ELEVATION
SLOPE INFLECTION POINT (SLOPE CHANCE)
PLAN LEGEND:
EXISTING STREAM CENTERLINE
S
SLOUGH BOTTOM ELEVATION
=
PROPOSED CUT LINE
-
PROPOSED FILL LINE
]ss
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
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PROPOSED BACK OF BENCH EXTENTS
PROPOSED LOG VANE
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S
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SPECIES NAME
COMMON NAME
TABLE 1: TREES AND SHRUBS
PLANTING
TABLE
AUG 15 — MAY 12
Ur hula rumwv
Browntop Millet
ZONE 1- BANK AND SOIL LIFT PLANTINGS
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SCIENTIFIC NAME
COMMON NAME
TYPE'
MAX% /MIN%
COMPOSITION
OF EACH ZONEPLANTED
Wheat Grass
PLANT
SPACING
MIN. NUMBER
OF SPECIES
PER
ZONE
FEET
ON
CENTER'
NUMBER
PER
ACRE
LOCATION DESCRIPTION:
BANKS AND SOIL LIFTS
APPLICATION:
1. THIS ZONE INCLUDES PLANTING OF BARE ROOTS AND LIVE STAKES AS IDENTIFIED IN THE PLANTING TABLE.
2. THIS THIS ZONE WILL ALSO INCLUDE APPLICATION OF PERMANENT RIPARIAN SEED MIX.
5
ZONE 1 — BANK AND
SOIL LIFT PLANTINGS
5
Arer rubrum
Red Maple
B
40/15
4
25
4,850
Betala niew
River Birch
B
20/10
ZONE 2 - UTILITY /ACCESS PLANTINGS - SEE TABLE 3
rra „nxrPe W yha iea
Green Ash
B
40/15
P(amanmc— identalic
Sycamore
B
20/10
LOCATION DESCRIPTION:
ALL OTHER AREAS DISTURBED BY CONSTRUCTION WHICH ARE NOT CLEARLY LABELED ZONE 1 OR 31N THE
PLANTING PLAN. THIS ZONE INCLUDES UTILITY CORRIDOR AND ROAD RIGHT OF WAY.
PROPOSED GRADED BANK APPLICATION:
1. THIS ZONE INCLUDES PLANTING OF RIPARIAN SEED MIXTURE TABLE 3.
2. DO NOT PLANT TREES OR SHRUBS IN EXISTING SANITARY SEWER EASEMENT.
Populus deboides
Eastern Cottonwood
LS, B, . LC
40/15
S.Ia'igra
Black Willow
LS, LC
40/15
Worw wiericarm
American Elm
B
40/15
Aescuius sylvariea
Painted Buckeye
B
40/15
Asimimr Miolw
Paw Paw
B
20/10
C_,pinus caroliniarw
Ironwood
B
40/15
o o ZONE 3 - WETLAND SLOUGH AND BANKFULL BENCH PLANTINGS
CeIti.,1v(gxnr
Hackberry
E
20/10
Carnx. :amrmwm
Silky Dagwaad
LS, LC
40/15
Limiem born
Splcebush
B
40/15
LOCATION DESCRIPTION:
THIS ZONE CONSISTS OF THE WETLAND SLOUGH AREAS AS SHOWN IN THE PLAN/PROFILE SHEETS.
APPLICATION:
1. THIS ZONE INCLUDES THE PLANTING OF BARE ROOTS AS INDICATED IN THE PLANTING TABLE.
2. THE 1 -INCH CALIPER TREES SHALL BE CONSIDERED A SUPPLEMENT TO THE CONTAINERIZED PLANTING IN
THIS AREA. SPACING AND DISTRIBUTION CRITERIA FOR THE CONTAINERIZED PLANTINGS MUST BE
MAINTAINED. THE PERMANENT RIPARIAN SEED MIX WILL BE APPLIED TO THE SLOUGH AREAS, EXCEPT
WITHIN THE "DEPRESSIONAL” AREAS SHOW IN THE TYPICAL CROSS SECTION DETAILS. THESE
"DEPRESSIONAL" AREAS WILL BE SEEDED WITH THE WETLAND MIX.
Sambu— canadeasis
Elderberry
LS, LC
40/15
Vibunmm denwtum.
Southern Arrowwood
LS, LC
40/15
ZONE 3 — WETLAND SLOUGH AND
BANKFULL BENCH
PLANTINGS
Arer rubrmn
Red Maple
B, LP
40/15
Cam a0tatica
Water Hickory
B, LP
20/10
F—Inm pennsy(vunim
Green Ash
B, LP
40/15
Jxglans Wgre
Black Walnut
B, LP
20/10
111muc americans
American Elm
B, LP
40/15
LIVE STAKE DRIVEN
5 8" 1 1 4" AT RIGHT ANGLE TO
SURFACE SLOPE.
CUT TOP END FLAT,
AND CUP OFF HAMMER
DAMAGE.
\ GROUND
LATERAL BUD �I11 SURFACE
FACING UPWARD '1 i
,.' "i ,� /� -�'
BARK RIDGE'
VNDAMAGED BARK
SIDE BRANCH
REMOVED
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Paw POW
B, LP
20/10
i
6
1,21 iJ
Carpi— cardW,
Ironwood
B, LP
40/15
Ce(ris (aevigam
Hackberry
B, LP
20/10
CrutarXn.'.rP.
Hawthorn
B, LP
20/10
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Persimmon
B, LP
20/10
gexdecidrw
Possumhaw
B, LP
20/10
Benda nlgra
River Birch
B, LP
40/15
!V;vsm -q-ti.
Water Tupelo
B, LP
20/10
NM• bifl—
Swamp Blaakgum
B, LP
20/10
Poprduc de(midw
Eastern Cottonwood
B, LP
40/15
Que— laarifoi(a
Laurel Oak
B, LP
20/10
Quercus lv as
Overeup Oak
B, LP
40/15
QueraAS nip'
Water Oak
B, LP
40/15
Tasrldium d(srichum
Bald— Cypress
B, LP
40/15
Cepha/anthuc acridewalis
Buttonbush
B, LP
40/15
1. LS = LIVE STAKE, LC = LIVE CUTTING,
G. AVERAGE FEET ON CENTER SPACING
LP = LINER PLANTING, B = BARE ROOT SEEDLING
WATER TABLE
95' TAPER
BUTT END
LIVE STAKE DETAIL
NOT TO SCALE 20
LIVE STAKE NOTES
SEE SPECIAL PROWSIONS FOR INSTALLATION AND
AND LIVE CARE OF LIVE STAKES AE CUTTINGS.
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
FIBER MATTING DETAIL
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
INSTALL WOODEN STAKES
TO SECURE COIR FIBER
MATTING DETAIL
4. 10% OF THE ZONE 3_PLANTS SHALL BE LINER PLANTINGS
GENERAL NOTES
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATELY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL PERMANENT PLANTINGS SHALL BE COMPLETED BETWEEN
NOVEMBER 15 AND MARCH 17_ HOWEVER PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1,Da0 LBS /ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER
N2 0
P205 10
K2O 10
APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS,
EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING. ZONES.
MULCH
APPLY 4,000 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 SEDIMENT CONTROL
DESIGN MANUAL.
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL PROVISIONS FOR GROUND COVER ESTABLISHMENT REQUIREMENTS. GROUND COVER MUST BE ESTABLISHED ON ALL DISTURBED SURFACES PER
NCDENR REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
PLANTING DATE
Secale cemale
Rye Grain
AUG 15 — MAY 12
Ur hula rumwv
Browntop Millet
MAY 1 — AUG 151
Semria iralica
German Millet
MAY 1 — AUG 151
Triricvm aearinum
Wheat Grass
AUG 15 — MAY 12
1. APPLICATION RATE OF 10 LBS /AC
2. APPLICATION RATE OF 30 LBS /AC
TABLE 3: PERMANENT RIPARIAN SEED MIXTURE'
SPECIES NAME
COMMON NAME
MIX PERCENTAGE'
Leerd. arvmidec
Rice Cut Grass
5
Junruc —
Common Rush
10.
Padcum c1-d vh.,
Deertongue
20
Panicumo virgalmm
SwUchgrass
50
Ver—ia rwneborocensis
Ironweed
5
Hel(anthus mgustf liw
Swamp Sunflower
5
Eigwtoriumfi.smincum
Joe Pye Weed
5
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 20 LBS /AC
TABLE 4: WETLAND SEED MIX
SPECIES NAME
COMMON NAME
MIX PERCENTAGE
P..k. ,g,dulum
Redtap Panic Grass
60
Carer Ltpulirw
Hop Sedge
10
✓.neat fsuc
Soft Rush
10.
Cam turida
Lurid (shallow) Sedge
7
S&P. cyper(nus'
Wool Gross
5
Saxrxrus cernuus
Lizard's Tail
4
Caresnwna w
Squarrose Sedge
4
1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL.
2. APPLICATION RATE OF 2D LBS /AC
BARE FOOT �I
SEEDLING \��(1'/// BARE ROOT NOTES:
SEE SPECIAL PROVISIONS FOR INSTALLATION AND
CARE OF BARE ROOT PLANTINGS.
IF APPLICABLE
2.5" MIN.J
'r/l� / `SONOISTURBED
SOIL
LONGER STAKES SHOULD BE —� (/� (//
PLACED HIGHER ON THE BANK TO G�/ UNDISTURBED
HELP WITH PENETRATION INTO THE SOIL
WATER TABLE.
2' -3' LIVE STAKE (DORMANT) BARE ROOT OOR LINER PLANTING 20
NT TO SCALE
LIVE STAKE INSTALLATION o
Kirnley* Horn
NC LICENSE #F -0102
P.O. BOX 33068
�® A� RALEIGH, NORTH CAROLINA 27636
` \C PHONE: (919161] -2000
REVISIONS DATE BY CAR® ©2816
KHA PROJECT
011746023
DATE
04/27/15
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY SES
CHECKED BY ADJ I GOLDSBORO
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
PRELIMINARY
NOT FOR CONSTRUCTION
SHEET NUMBER
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CONSTRUCTION PLANTING NOTES AND DETAILS
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NC LICENSE #F -0102
P.O. BOX 33068
A � RALEIGH, NORTH CAROLINA 27636
`\ PHONE: (919161] -2000
REVISIONS DATE ar CAR® ©2816
KHA PROJECT
011746023
DATE
04/27/15
SCALE AS SHOWN
DES I CNED BY TSJ
DRAWN BY SES
CHECKED By ADJ GOLDSBORO
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
NORTH CAROLINA
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RALEIGH, NORTH CAROLINA 2]636
PHONE: (919161] -2000
©ems
KHA PROJECT
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLDSBORO NORTH CAROLINA
NOT FOR
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PREPARED FOR
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RALEIGH, NORTH CAROLINA 2]636
PHONE: (919161] -2000
©2015
KHA PROJECT
STONEY CREEK PHASE II
PREPARED FOR
CITY OF GOLDSBORO
GOLDSBORO NORTH CAROLINA
NOT FOR
CONSTRUCTION
PLANTING PLAN
SHEET NUMBER
24
04;27/,
SCALE AS SHOWN
DESIGNED BY TSJ
DRAWN BY RES
No.
REVISIONS
DATE
BY
CHECKED BY ADJ