SW7100113_APPROVED PLANS_201007020

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
K7OAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SITL DATA:
OWNER/DEVELOPER: CHRIS FULCHER
PO BOX 250
ORIENTAL, INC 28570
[phone]
OVERALL SITE AREA: 246,985 SF, 5.67 ACRES
SITE ADDRESS: 4146 ORCHARD CREEK ROAD
TAX PARCEL ID: K-031-62, 64, 67, 68, 81-1, 81-2 AND 81-3
TOTAL SITE AREA IN 75' CAMA AEC = 30,136 SF
TOTAL WETLANDS AREA ON SITE ABOVE NORMAL WATER LEVEL = 7,841 SF
TOTAL PROPOSED IMPERMEABLE AREA IN 75' CAMAM AEC = 2,084 SF, 6.92% OF TOTAL CAMA AEC AREA
AREA CALCULATIONS
EXISTING CONDITIONS:
TOTAL AREA WITHIN 75' AEC = 103,764.49 SF (2.382 ACf, 40.42% OF TOTAL SITE))
TOTAL AREA WITHIN 50' NEUSE RIVER RIPARIAN BUFFER - 70,060.32 SF 1.608 ACf, 27.29% OF TOTAL SITE;
TOTAL IMPERMEABLE AREA WITHIN 75' AEC = 13,218.93 SF (0.303 ACf, 5.14% OF TOTAL SITE)
TOTAL IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 7,947.82 SF (0.182 ACf, 3.09% OF TOTAL TE)
PROPOSED CONDITIONS:
TOTAL AREA WITHIN 75' AEC = 103,764.49 SF (2.382 ACf, 40.42% OF TOTAL SITE))
TOTAL AREA WITHIN 50' NEUSE RIVER RIPARIAN BUFFER - 70,060.32 SF (1.608 ACf, 27.29% OF TOTAL SITE)
TOTAL IMPERMEABLE AREA WITHIN 75' AEC = 6,295.38 SF (0.145 ACf, 2.46% OF TOTAL SITE)
TOTAL IMPERMEABLE AREA WITHIN 50' NEUSE RIPARIAN BUFFER = 2,996.72 SF (0.069 ACf, 1.17% OF TOTAL SI iE)
DOCK SUMMARY:
# OF SLIPS = 30
TOTAL AREA OF DOCKS: 5,362 SF ( INCLUDING RAILWAY DECKING)
UTILITY SERVICES: WATER - PAMLICO COUNTY PUBLIC
SEWER - PRIVATE ON SITE SEPTIC SYSTEM
ELECTRIC - TIDELAND EMC
TELEPHONE - EMBARO
GENERAL NOTES:
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED
BY ATLANTIC SURVEY AND DESIGN. BASED ON DATUM NAVD 1988.
2. THE RECEIVING WATER COURSE FOR THIS PROJECT IS GIDEON CREEK, SURFACE WATER CLASSIFICATION SA, HQW, NWS
GIDEON CREEK IS DESIGNATED AS A PRIMARY NURSERY AREA.
- GIDEON CREEK \ \\ \ \ \
I � C
HIGH POINT
H.P.
DIRECTION OF FLOW
GRASS SWALE
---
El
BUILDING
CONCRETE
GRAVEL
WETLANDS
ca.)
UTILITY POLE
X6.75
SPOT ELEVATION
+ (6.75)
—6
CONTOUR
—6—
---W---
WATER MAIN
—W
---OHE--
OVERHEAD ELECTRIC
---UGE--
UNDERGROUND ELECTRIC
—UGE-
-D
DRAINAGE PIPE
—D
---
DRAINAGE DITCH
---T---
TELEPHONE
0—
WATER SERVICE
0—
CATCH BASIN
TREE LINE
ABBREVIATIONS
CMP CORRUGATED
METAL PIPE
DI DUCTILE IRON PIPE
INV INVERT
RCP REINFORCED
CONCRETE PIPE
R/W RIGHT-OF-WAY
17
NORMAL WATER LEVEL
IOVERALL SITE VIEW
GtD7E'u
l�'ii I bT
W
(._`.'OM \4UNITY OF
NcjSR 1�
R �� g(3
� i�RCHPR�
) T__l _F__� K
C li�\:, L L
-:IAMLICO,
MAC N ?TI�
GIDEON CREFx_ �l
r A n
SCALE: 1 "=100'
M A IIDI�4 I N A
NO-QL",-,TH CAR,.OLINA
DRAWING INDEX
CS - COVER SHEET
Cl - EXISTING SITE CONDITIONS
C2 - SITE LAYOUT PLAN
C3 - SITE GRADING PLAN
C4 - ENLARGED VIEW - STORMWATER BASIN
C5 - ENLARGED VIEW DOCK SYSTEM
C6 - DETAILS
SEQUENCE OF OPERATION (TYPICAL EACH PHASE OF CONSTRUCTION)
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3.INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. COMPLETE DEMOLITION
6. CLEAR AND GRUB SITE.
7.INSTALL INFILTRATION BASINS, VEGETATED SWALES AND DRAINAGE SYSTEM
8. CONSTRUCT SITE IMPROVEMENTS.
9. SEED AND MULCH ALL DISTURBED AREAS/ESTABLSIH VEGATATION
10. REMOVE ACUMULATED SEDIMENT FROM INFILTRATION BASIN.
11. REMOVE GRAVEL CONTROL ENTRANCE.
12. REMOVE SILT FENCING.
MAINTENANCE PLAN_
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND CHECK DAMS, SILT
FENCE, OR SEDIMENT TRAPS WHEN IT ACCUMULATES TO A DEPTH OF ONE
FOOT.
5. THE STORMWATER BASINS SHALL BE CLEANED OF ALL ACCUMULATED
SEDIMENT AND RETURNED TO ITS DESIGN ELEAVTIONS UPON COMPLETEION
OF CONSTRUCTION.
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
NO LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED WITHIN THE 50'
NEUSE RIPARIAN BUFFER AREA WITH EXCEPTION OF THOSE ACTIVITIES
AUTHORIZED OR PERMISSIBLE WITHOUT PERMIT OR SPECIAL APPROVALS
OF THE DIVISION OF WATER QUALITY.
SITE CONSTRUCTION SPECIAL CONDIRONS-
1. ALL BORROW MATERIAL TO BE UDUffD ON THIS PROJECT SITE SHALL BE OBTAINED
FROM A PROPERLY POURED BORROW PIT.
2. ALL STRIPPING MATERIALS SHALL BE WASTED AS TOPSOIL ON THE PROJECT SITE
A77:1
NOI DESCRIPTION I BY DATE
Revisions
L '
4c = SITE _
41
//fir
TAX PARCEL MAP NOT TO SCALE
^N
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USGS LOCATION MAP NOT TO SCALE
NOTE:
THESE DRAWINGS ARE INTENDED TO DEPICT METHODS OF CONSTRUCTION FOP
PERMITTING PURPOSES ONLY. THE FINAL STRUCTURAL DESIGN OF THE
DOCK, RAILWAY, AND CURRENT ATTENUATOR SHALL BE THE RESPONSIBILITY
OF OTHERS.
t c
tI
APPROVED
NORTH CAROLINA ENVIRONMI
MANAGEMENT COMMISSR
DIVISION OF WATER QUAL!
Stormwater Permit
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=
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A EXISTING SITE CONDITIONS
Ci Ct SCALE: 1"=40'
'P�
75
ONES, PATRICIA SUE NEWCOMB\
\ 518 CALIFORNIA DRIVE
i \ SNOW HILL, NC 28580
TAX PARCEL K-081-92
\v
NO DESCRIPTION I BY DATE
Revisions
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
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03148

JKA 7
TOTAL IMPACTS TO PUBLIC TRUST WATERS
\X \\ FOR THIS PROJECT IS 31,957 SE
v sfi�A A y A\ v v v GIDEON GREEK
NORMAL WRATERELEVEL
MAGNETIC
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ORELINE
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SHORELINE
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_ 1PUBLIC TRUST(WATER �
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A SITE LAYOUT PLAN
C2 C2 SCALE: 1"=40'
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E
TANKS (TO REMAIN)
I
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\ C\�
NEW VINYL BULKHEAD
LOSED HEAD' SKNAGE
AD" SIG H NAGE
— —
"CLOSED E 1'IppOOT AVAIABIE' AGE
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EXISTING
oofWASHDOWN RINSATE
%°�T TANK
1
.
\-WASHDOWN PAD
SEE DETAIL SHEET C7
GRAVEL
.ENO
SUMMARY OF DOCK COVERAGE
TOTAL WALKWAY = 708 SF
TOTAL TEE PIER = 2,805 SF
TOTAL FINGER PIERS = 749 SF
TOTAL PLATFORM = 1,100 SF
TOTAL DOCK SYSTEM = 5,362 SF
TOTAL LENGTH BULKHEAD = 504LF
LEVEL
N01 DESCRIPTION I BY DATE
Revisions
LEGEND
® OUTLET PROTECTION C
C7
SILT FENCE D
yy�YYY C7
INLET PROTECTION
C7
® CHECK DAM J
C7
NOTES:
1. SEE DETAIL B SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL F, SHEET C7.
•0
0
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�
A 5
.1
1 0
ti
SH R LINE OE
NORMAL WATER LEVEL
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FIELD REMAIN I n �-I-
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INFILTRATION BASIN I I ¢
SEE SHEET C4
EXISTING SEPTIC TANK
(TO REMAIN)
GRAPHIC SCALE
40 80
160
( IN FEET )
1 inch = 40 ft.
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
5738
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03148

SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
s7b'9\\
\ \ \\ SHORELINE
NORMAL WATER LEVEL
I
IY'"j ...r.r Iaiij�ii!•."siiJlli��i �ii'i,"<i �ii1N. � \ �\ \ 1 \ \ �\ \
TER LEVEL
\\'
s ue\ \ PUBLIC C TRUST WA`Tt � )
IMPACT AREA-18,5 3 S\\
\ \ %\ \ \&
;:i�i!a': �• I � \ �� \ � NORMAL WATER LEVEL
END BULKHEAD /� \•�'( \ `� � _ \1 \
'i§�z;�'^�ir�?�i,!,�r� ...€. iMi•:Fs. _ �:: i.:i.�!,:€: .5 TOP � WAIL 1 � � \ � � \ \ I \
g:�`:..
:"€+` i€i';:@::s:ii'..:1!":0. Cp;.`i" :,:,�:Ib",: .1:?ss ✓ C7 \ \ \ \ 1
1
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isAS:a,.:::!F.::,'n'W.,�:?:?lir'€i.'• � x2 is I" �:xup. C ( /
\ �,.., s.. ::w':• 1 U TRUST(WATER \
1
1 � —
'1 IMPACT AREA-11 982 SR i
zl- ,
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/
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E
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/EXISTING MIND
SEPTIC DRAIN FIELD
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23
BULKHEAD-
.\
_ )� •yam• --rrs
GRAN
\ \ 75, MA AEC SEE E
/ EGRAp�
3 -
\ j 1.5w
OF WAL , ' �Nri BULKHEAD �j \ I NORIRAALNWATER LEVEL / /
�. .9 — —
191
lS, • I x Rpp 2N 40tF RC75" P
/ _—
i!'I'! I GRAVEL C TR L ENTRANCE 25 R Oi
m SEE DE�AIL . SHEET C7 ��eA
x W 40LF CP /
\ / N 22 F€S
Av
IL io
\ Oo tJ�
of PV i
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3.INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER INFILTRATION BASIN TO ACT AS SEDIMENT BASIN
6. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
A SITE GRADING PLAN
C3 C3 SCALE: 1"=40'
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN', ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE 'MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5 THE STORMWATER INFILTRATION BASIN SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
z
1.
i J INLET PROIE(
SE DETAN
\ x
C1
SILT TOM
SEE DETAA D, SHEET C7
_
lal
`_ ■
■
VEGETATED* BUFFER
:I
,.
:• :
,
�'
/
\!� .
.0 INV
•
o'
VYLI :1':
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
;ES OF CLAY ORANGE
MOTTLES
DY CLAY BECOMING SANDIER WITH DEPTH
)ICATORS AT 24"
AND BACKFILL WITH SAND
LEGEND
® OUTLET PROTECTION C
C7
SILT FENCE D
C7
INLET PROTECTION I
c7
® CHECK DAM J
c7
NOTES:
1. SEE DETAIL B, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL F, SHEET C7.
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A PROPERLY PERMITTED BORROW PIT FACILITY so
( IN FEET )
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C41 C4 SCALE: i"=60'
EXISTING SOIL PROFILE
DEPTH
DESCRIPTION
0-12"
BLACK SILTY SAND
12"-24"
LIGHT TAN TO GREY FINE SAND
24"-28"
LIGHT TAN FINE SAND WITH TRACES OF CLAY ORANGE MOTTLES
28"-42"
LIGHT TAN TO ORANGE
FINE SANDY
CLAY BECOMING
SANDIER WITH DEPTH
42"-54"
LIGHT BROWN FINE SAND
NOTE: GROUNDWATER @ 42", WETNESS INDICATORS AT 24"
REMOVE SANDY CLAY LAYER AT 24"-42" AND BACKFILL WITH SAND
CLEAN ACCUMULATES SEDIMENT WHEN IT
REACHES A DEPTH OF 0.25' RESTORE TO DESIGN DEPTH
TEMPORARY POOL LEVEL TEMP POOL ELEVATION = 3.85'
4 4
o r ,r
" SEDIMENT CLEANOUT ELEVATION = 3.25'
BOTTOM ELEVATION =3.00'
AVERAGE EXISTING GRADE = 3.00'
OVER EXCAVATION ELEVATION = 1.50'
SAND FILL L-18"f SANDY CLAY LAYER
TO BE REMOVED AND REPLACED WITH
CLEAN SAND FILL
NOTE:
THE PROJECT ENGINEER SHALL DIRECT THE REMOVAL OF THE CONFINING SOIL LAYER
AS DESIGNATED ABOVE. NO FILL SHALL BE PLACED IN THE EXCAVATION UNTIL
DIRECTED TO DO SO BY THE PROJECT ENGINEER.
NOTE:
THE CONTRACTOR SHALL NOT PLACE OR USE ANY HEAVY EARTH MOVING
EQUIPMENT IN THE INFILTRATION BASIN AREAS TO AVOID COMPACTION OF
THE UNDERLYING SOILS.
CROSS SECTION -INFILTRATION BASIN
NOT TO SCALE
3 1 VEGETATED FILTER CROSS SECTION
C41 C4 )NOT TO SCALE
60
30
GRAPHIC SCALE
( IN FEET )
I inch = 60 ft.
240
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
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30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 ' •
15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 15'X40' 14 13 12 11 10 9
SCHEMATIC OF PROPOSED DOCK AREAS
NOT TO SCALE
A ENLARGED VIEW DOCK SYSTEM
IV,
5 C5 SCALE: 1`20'
EXISTING TIMBER PILE
2 112" HOSE QUICK CONNECT
EXISTING
- 3'WX15'L = 45SF
1 DRY HYDRANT
C2 C5 NOT TO SCALE
60
NOI DESCRIPTION I BY DATE
Revisions
2 112" 90' PVC ELBOW
112" PVC DROP PIPE
AINLESS STEEL PIPE STRAPS 016" OC VERTICALLY
/-NORMAL WATER LEVEL
112" 90' PVC ELBOW
GRAPHIC SCALE
30 60 120
240
( 1N FEET )
1 inch = 60 ft.
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
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CROSS SECTION @ HAULOUT WELL
C6 C6 HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
PEDESTRIAN
SURFACING OR STEEL BEAM "RUNNER"
1 SUPPORT BEAM
TRAVEL LIFT PIER
------ - ----
EXISTING BOTTOM TO REMAIN
L 1 CROSS SECTION C HAULOUT WELL
C6 C6 HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1"=10'
12" THICK THICKENED
EDGE
NOTE:
GROIN AREA NOT SHOWN
FOR CLARITY
J \ LONGITUDINAL SECTION @ BOAT RAMP
C6 C6 HORIZONTAL SCALE: 1"=5'
VERTICAL SCALE: 1"=10'
4 CROSS SECTION @ BOAT RAMP _
C6 C6 HORIZONTAL SCALE: NOT TO SCALE
VERTICAL SCALE: NOT TO SCALE
PILE CAP
TRAVEL LIFT PIER
PILE
PROFILE
,
DOCK
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NORMAL WATER LEVEL
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NORMAL WATER LEVEL
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�A
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�A
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—2x6 DECKING
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2x8 STRINGER I
-- 2x10 GIRDER
0
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BRACING EVERY
THIRD PILE ROW
CUT BRACE
END FLUSH
WITH PILE (TYP.)
MEAN HIGH WATER -
ROUND TIMBER
PILE
5 CROSS SECTION @ TYPICAL DOCK
C6 C6 HORIZONTAL SCALE: 1"=10'
FINISH GRADE
GALVANIZED
TIE ROD
TIMBER TIE -BACK PILE
6 CROSS SECTION @ TYPICAL BULKHEAD
C6 C6 NOT TO SCALE
SILT FENCE
SECTION A -A
8" BLOCKING
@ CROSS
6" ABOVE MHW (TYP)
TQP OF WALL ELEVATION = 4 5'
TIMBER WHALERS
VINYL SHEET PILE
8' MINIMUM
EMBEDMENT
EXISTING BOTTOM
VARIES
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
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CONCRETE W'" "
#5 @ 12" OC
EACH WAY
RECIRCULATING
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RINSATE TANK
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THE BOTTOM WASHING OPERATION SHALL BE ASELF-CONTAINED �
RECIRCULATING SYSTEM WHICH SHALL BE CAPABLE OF COLLECTING
BOTTOM WASHING RINSATE, TREATING IT TO REMOVE SOLIDS AND ALLOW
FOR REUSE OF THE RINSATE EFFLUENT. NO DISCHARGE OF THE RINSATE
SHALL OCCUR TO THE STORMWATER SYSTEM, THE NATURAL SURFACE OR
THE SEPTIC SYSTEMS. --
WASH PAD / TRENCH DRAIN
A WASHDOWN PAD NOT TO SCALE
C7 C7 SCALE 1"=
1 1 /2" TYPE SF-9.5A
6" ABC BASE COURSE
COMPACTED SUBGRADE
ASPHALT
AS INDICATED
12" L3,
(2) #4 CONT.
ASPHALT/CONCRETE PAVEMENT
CONCRETE
8" ABC BASE COURSE
\-EXPANSION JOINT
#4 @ 12" O.C. EACH WAY
II III I,
COMPACTED SUBGRADE
GRAVEL
g NEW PAVEMENT SECTION
C7 NOT TO SCALE
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SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
DRAIN
$ FLOW
3,
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C7 C7 NOT TO SCALE
6" LAYER OF COARSE AGGREGATE
OVER 12" LAYER OF STONE BASE
COARSE
20'
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EDGE OF EXISTING
ROADWAY PAVEMENT
E CONSTRUCTION ENTRANCE
C7 C7 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT TO RESTRAIN
EROSION ON EXPOSED SLOPES WITHIN THE SHORTER OF 15 WORKING DAYS OR
30 CALENDER DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: AND
PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHING THE SHORTER OF 15
WORKING DAYS OF 90 CALENDER DAYS FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
F VEGETATION PLAN
C7 NOT TO SCALE
PROVIDE CENTIPEDE SOD
ON ENTIRE LENGTH OF LEVEL FLOW
SPREADER
MAXIMUM DEPTH/ELEVATION
OF RUNOFF VEGETATED OULET AREA
SPILL AT ELEVATION=2.8 FLOW
PROVIDE CENTIPEDE SOD ON ENTIRE
VEGETATED OUTLET AREA
JCL SWALE/SPREADER
�� ELEVATION=2.0
/ 1LEVEL FLOW SPREADER/OUTLET AREA
C7 f NOT TO SCALE
OUTLET PIPE TO BASIN FRAME & GRATE OVER
-SIZE AS INDICATED `INLET CHAMBER ONLY
8" SOLID
CMU WIER
ELEVATION
#5 @ 6" OC EACH WAY
TOP OF WEIR
INVERT TO BYPASS
INVERT TO BASIN
N
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INLET CHAMBER
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BYPASSI CHAMBER
a
6'
BYPASS PIPE -SIZE
AS INDICATED
PLAN FRAME & GRATE
o OR MANHOLE COVER -SEE PLAN
8" THICK CONCRETE TOP
MIN , 8" CMU-GROUT FILL ALL CELLS
PIPE INLET FLUSH I I PIPE TWE & SIZE
WITH INSIDE WALL AS INDICATED
#5 DOWEL @ 16" OC
EACH SIDE
SECTION A -A
H STORM WATER BYPASS STRUCTURE SEE SITE PLAN FOR STRUCTURE
C7 NOT TO SCALE ELEVATION DATA
C 2" X 3' WOOD POST
NCDOT #57 STONE
FABRIC
WIRE MESH
2" X 3' WOOD POST
THICK NCDOT
7 STONE AROUND
RIMETER
3URY FABRIC
elm 1 n o .SIN
NOTE;
PROVIDE SEDIMENT TRAP AT ALL
CATCH BASINS & DROP INLETS.
/ \ SEDIMENT TRAP
C7 / NOT TO SCALE
12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
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DIRECTION
NOTES:
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
4. PROVIDE 12" MIN. FINE GRAVEL
ON UPSTREAM END OF CHECK DAM.
J CHECK DAM
C7 NOT TO SCALE
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
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03148

SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
J' VIV MYL BULKHEA �-
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INLET PRO
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— - - - - - - - - - - . _
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-
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ROP INLET
�IV
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BASN =
IFR = 3.85
3.2
J"TRPM -17
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
;ES OF CLAY ORANGE MOTTLES
DY CLAY
BECOMING SANDIER
WITH DEPTH
)ICATORS AT 24"
AND BACKFILL WITH SAND
JI '% ZOUu
LEGEND
® OUTLET PROTECTION C
C7
SILT FENCE D
1YY�wyt C7
INLET PROTECTION
C7
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c7
NOTES:
1. SEE DETAIL B, SHEET C7 FOR TYPICAL PAVEMENT SECTION.
2.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL F, SHEET C7.
zo GRAPHIC SCALE
160
( IN FEET )
1 inch = 40 ft.
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GRAPHIC SCALE
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03148