20150724 Ver 1_More Info Received_20150727

Strickland, Bev
From:
Montalvo, Sheri A
Sent:
Monday, July 27, 2015 1:55 PM
To:
Strickland, Bev
Subject:
FW: Pharr Mill Road
From: Jordan Isenhour rmailto :iisenhour(a)wkdickson.comI
Sent: Monday, July 27, 2015 1:41 PM
To: Montalvo, Sheri A
Cc: Ryan Hager; Ward Marotti
Subject: RE: Pharr Mill Road
M
I have attached an electronic version of the plans for this project. Please let us know if you need anything else.
Jordan Isenhour, PE
Project Engineer
WK Dickson & Co., Inc.
From: Ward Marotti
Sent: Monday, July 27, 2015 1:35 PM
To: Jordan Isenhour
Cc: Ryan Hager
Subject: FW: Pharr Mill Road
Importance: High
See below.
Please provide and cc me.
Ward Marotti
WK Dickson & Co., Inc.
Mobile: [phone]
Office Direct: 704 - 227 -3428
From: Montalvo, Sheri A rmai Ito: sheri.montalvo(a)ncdenr.govl
Sent: Thursday, July 23, 2015 11:16 AM
To: Ward Marotti
Cc: Strickland, Bev
Subject: Pharr Mill Road
Importance: High
Good morning,

We have received the PCN and fee for the above referenced project. Could you please send an electronic version in PDF
form of the plans so that we may easier get them scanned into our system?
Thankyou
Sheri Montalvo
401 & Buffer Permitting Unit
NCDENR- Division of Water Resources
1617 Mail Service Center, Raleigh, NC 27699 -1617
Phone: [phone]
Email: sheri.montalvo @ncdenr.Rov
E -mail correspondence to and from this address may be subject to public records laws and may be disclosed to third
parties.

Sheet List Table
Sheet Number Sheet Title
(GENERAL
GA ICOVER
I PHARR MILL ROAD 12 -INCH WATER LINE
CA PHARR MILL ROAD - 12 -INCH WATER LINE STA. 0 +00 TO STA. 10 +00
C.2 PHARR MILL ROAD - 12 -INCH WATER LINE STA. 10 +00 TO STA. 20 +00
C.3 PHARR MILL ROAD - 12 -INCH WATER LINE STA. 20 +00 TO STA. 30 +00
CA PHARR MILL ROAD - 12 -INCH WATER LINE STA. 30 +00 TO STA. 40 +00
C.5 I PHARR MILL ROAD - 12 -INCH WATER LINE STA. 40 +00 TO STA. 49 +50
C.6 I PHARR MILL ROAD - 12 -INCH WATER LINE STA. 49 +50 TO STA. 54 +91
ROCKY RIVER ROAD 16 -INCH WATER LINE
C.7 ROCKY RIVER ROAD - 16 -INCH WATER LINE STA. 0 +00 TO STA. 10 +00
C.8 ROCKY RIVER ROAD - 16 -INCH WATER LINE STA. 10 +00 TO STA. 20 +00
C.9 ROCKY RIVER ROAD - 16 -INCH WATER LINE STA. 20 +00 TO STA. 24 +64
DETAILS
DA WATER DETAILS
D.2 WATER DETAILS
D.3 WATER DETAILS
DA WSACC DETAILS
D.5 I MASTER METER DETAILS
D.6 I TRAFFIC CONTROL DETAILS AND GENERAL NOTES
D.7 I EROSION CONTROL DETAILS
D.8 I EROSION CONTROL DETAILS
D.9 I EROSION CONTROL DETAILS
DA0 EROSION CONTROL NOTES
NOTICE TO CONTRACTOR
1) THE CONTRACTOR SHALL FIELD VERIFY THE ONSITE
T.B.M. w/ EXISTING ELEVATIONS. THE CONTRACTOR
SHALL IMMEDIATELY CONTACT W.K. DICKSON & CO.,
INC. @ 828.327.6911 IF ANY DISCREPANCIES ARE
FOUND IN ELEVATIONS SHOWN.
2) THE UNDERGROUND UTILITIES SHOWN HEREON ALONG
PHARR MILL RD AND ROCKY RIVER RD WERE MARKED BY
TAYLOR, WISEMAN, TAYLOR ON NOVEMBER 24, 2014 AND
THOSE MARKS WERE FIELD LOCATED BY SOUTHEAST
GEOMATICS GROUP, INC. ON NOVEMBER 24, 2014. THE
ACCURACY OF FIELD MARKED UNDERGROUND UTILITIES
IS +/- 30 INCHES HORIZONTALLY, UNLESS
OTHERWISE INDICATED. THE DEPTH OF THESE UTILITIES
IS UNKNOWN, UNLESS OTHERWISE INDICATED. THE
g UNDERGROUND UTILITY MARKINGS WERE LOCATED
USING TRIMBLE ROBOTIC TOTAL STATION USING THE
3)
NAD83/2012 DATUM HAVING AN ACCURACY OF +1- 0.10'.
PLEASE NOTE THAT N.C. LAW REQUIRES THAT THE NC
ONE CALL CENTER BE NOTIFIED PRIOR TO PERFORMING
ANY EXCAVATION. CALL 811 OR 1- 800 - 632 -4949 OR VISIT
WWW.NCOCC.ORG. PRIOR TO CONSTRUCTION, DIGGING,
OR EXCAVATION THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR
PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE
AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE
PLANS OR NOT. CALL "811 "A MINIMUM OF 72 HOURS PRIOR
TO DIGGING OR EXCAVATING. REPAIRS TO ANY UTILITY
DAMAGED RESULTING FROM CONSTRUCTION ACTIVITIES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
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D.I.P. WATER LINE FROM
EXISTING UTILITIES, UNLESS
OTHERWISE NOTED, SHALL BE:
SANITARY SEWER -18" MIN.
STORM PIPING - 18" MIN.
GAS PIPING -12" MIN.
7R LINES - 12" MIN.
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DR 234 PG 67
PID: 552 721 734 00000
7859 PHARR MILL RD.
— PROPOSED 25' PERMANENT EASEMENT
PERMANENT PERMANENT
EASEMENT FROM THIS EASEMENT FROM
POINT THIS POINT
PROPOSED 15'x30'x7' IS TOWN OF IS CITY OF
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PROP. INLET PROTECTION, TYP. N:569971.354' INSTALLED BY JACK AND BORE STA. 18 +70t
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VERTICAL SEPARATION OF PROPOSED PRO DOSED 10'x10'x8'
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610 OTHERWISE NOTED, SHALL 8E: BORE PIT
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$ STORM PIPING SEE DW G.
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community infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828 -327 -6911
(f)828- 327 -9164
W W W. W KDICKSON.COM
NC LICENSE NO.F -0374
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VERTICAL SEPARATION OF PROPOSED W/ 16" RJ DIP CARRIER PIPE
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VW
AVDICKSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828327 -6911
(f)828- 327 -9164
W W W.WKDICKSON.COM
NO LICENSE NO.F -0374
PROFESSIONAL SEAL i
PROPOSED 15'x30'x8'
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STA.23 +60t
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VERTICAL SEPARATION OF PROPOSED W/ 16" RJ DIP CARRIER PIPE
D'I.P. WATERLINE FROM
EXISTING UTILITIES, UNLESS
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AVDICKSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828327 -6911
(f)828- 327 -9164
W W W.WKDICKSON.COM
NO LICENSE NO.F -0374
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s LL CASING SECTION A A END ELEVATION
NOTE: ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS- COATED AFTER FABRICATION.
STEEL SPIDER DETAIL
NOT TO SCALE
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11 "x18 "x12" HEAVY BC STYLE
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314" SDR9 -PE
SERVICE CONNECTION
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AWWAXCTS 1. ALL LONG SIDE CONNECTIONS SHALL BE BORED.
COMPRESSION
2. METER TO BE PROVIDED AND SET BY TOWN.
SIDE VIEW
NYLON COATED DUCTILE IRON
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RELATION OF WATER MAINS
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WEEP HOLES
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NOTES:
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CASINGS.
2. INSTALL TWO (2) V DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL
END WALL.
3. STEEL ENCASEMENT PIPE SHALL CONFORM TO ASTM A -139 WITH
WALL THICKNESS AND GRADE AS DEFINED IN THE SPECIFICATIONS.
MINIMUM ALLOWABLE YIELD STRENGTH IS 35,000 PSI.
4. RESTRAINED JOINT CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED
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SUPPORTS AT A MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT
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LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE
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RELATION OF WATER MAINS
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NOT TO SCALE
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STANDARD VALVE BOX PROTECTOR
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NOTES:
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5-1/4" DROP LID OR APPROVED EQUAL.
2. BODY CASTING TO BE TYLER MANUFACTURE NO. 6855- SERIES,
5 -1/4" SHAFT, SLIP OR SCREW TYPE, OR APPROVED EQUAL,
3. THIS VALVE BOX ACCOMODATES 4" THRU 16" VALVES.
THREE PIECE WATER VALVE BOX
NOT TO SCALE
CONCRETE PROTECTOR RING
(SEE NOTE 1)
2 -PIECE
EDGE OF PAVEMENT I SLIDE -TYPE
VALVE BOX
,,,� TRACER WIRE
WATER VALVE
N
3'0" MIN. NOTE:
1. USE PROTECTION RING IN
SHOULDER OF ROAD.
TYPICAL VALVE BOX INSTALLATION
NOT TO SCALE
SOMAK
DICKSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NO 28602
(t)828327 -6911
(1)828- 327 -9164
W W W.WKDICKSON.COM
NO LICENSE NO.F -0374
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900
8�
450
BEND
22 -1/2°
BEND
11 -1/40
09
SIZE
A
B
A
B
A
B
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4"
18"
12"
10"
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7"
10"
7"
10"
6"
18"
8
10"
a
7"
10"
7"
10"
8"
24"
18"
3
18"
10"
12"
`s
12"
Jt
28"
22"
15"
22"
12"
15"
I 12"
a
12"
32"
28"
19"
28"
14"
18"
I 14"
18"
16"
54"
s
30"
36"
18"
a'
I 18"
36"
2000
PSF
SOIL (SAND & GRAVEL
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100
42
20 10 78 78 155
64
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UNDISTURBE
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law
I,
X
PLAN -BENDS
%45°
18" MIN.-10" DIA. OR LESS
24" MIN.-12" DIA. OR GREATER
SECTION X -X
BENDS & TEES
18" MIN.
10" DIR.
& LESS
A A
X-�
PLAN -TEES
I-« -24" MIN.,
I 12 "6 & UP
C =PLAN
D= ELEVATION
PLAN & ELEVATION
PLUGS
PIPE
900
BEND
450
BEND
22 -1/2°
BEND
11 -1/40
BEND
SIZE
A
B
A
B
A
B
A
B
4"
18"
12"
10"
13"
7"
10"
7"
10"
6"
18"
12"
10"
13"
7"
10"
7"
10"
8"
24"
18"
13"
18"
10"
12"
10"
12"
10"
28"
22"
15"
22"
12"
15"
I 12"
15"
12"
32"
28"
19"
28"
14"
18"
I 14"
18"
16"
54"
38"
30"
36"
18"
36"
I 18"
36"
2000
PSF
SOIL (SAND & GRAVEL
WITH CLAY)
NOTES
TEE
PLUG
A
B
C
D
12"
14"
13"
6"
12"
14"
19"
9"
16"
18"
25"
11"
20"
22"
31"
14"
22"
28"
37"
117"
36"
42"
54"
124"
1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE.
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.
THRUST BLOCKING DETAIL
NOT TO SCALE
wsooi
STANDARD VALVE BOX
PROTECTOR, TYPICAL
FINISH GRADE
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(2 PER BOX, TYP.)
S / /
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�- M.J. GATE VALVE
SECTION /ELEVATION
WATER LINE TRACE WIRE DETAIL
NOT TO SCALE
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NOM. SIZE
POLY
90° BEND
450 BEND
22 -1/20 BEND 11 -1/40 BEND TEE DEAD 90° BEND 450 BEND
22 -1/2° BEND
11 -1/4° BEND
WRAPPED
(HORIZ)
(HORIZ)
(HORIZ) (HORIZ) END (VERT)
(VERT)
(VERT)
(VERT)
b
NO
150
62
30 15 101 105 209
87
42
21
16"
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YES
191
79
38 19 144 150 299
124
60
30
NO
114
47
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66
32
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12"
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YES
145
60
29 14 113 113 226
94
45
22
NO
78
33
16 8 54 54 109
45
22
11
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TABLE OF EMBEDMENT
DEPTHS BELOW PIPE
a a
D MIN MIN NOTES;
SOIL ROCK
27" & SMALLER 6" 6" 1. GRANULAR EMBEDMENT MATERIAL SHALL BE CRUSHED
ROCK, PEA GRAVEL COARSE AGGREGATE SIZE NUMBER 57.
EMBEDMENT MATERIAL SHALL BE PLACED IN LAYERS NOT
MORE THAN 6" DEEP AND COMPACTED AS SPECIFIED.
S$o lJ REINFORCING STEEL 2. HAND PLACED EMBEDMENT SHALL BE COMPACTED FINEIY
orb x IJ WHEN REQUIRED DIVIDED MATERIAL FREE FROM DEBRIS AND STONES.
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gz �, I< �.z � . Bc +B" MIN o UNCOMPACTED LAYER FOR ALL INSTALLATIONS.
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g < FABRIC OR SPECIAL EMBEDMENT REQUIREMENTS
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PLAC
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�§ SHEETING LEFT IN PLACE. EMBEDMENT MATERIAL SHALL
3� WIDTH TRENCH EXTEND THE FULL WIDTH OF THE ACTUAL TRENCH
CLASS A EXCAVATION.
ag ARCH ENCASEMENT 6. SEE SPECIFICATIONS FOR PIPE MATERIAL BEDDING TYPE.
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EXISTING PER PLAN DIMENSIONS —
PAVEMENT I —
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1. BACKFILL TO 98% OF MAXIMUM DENSITY WHERE EXCAVATIONS CUT
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s UNDER OR ADJACENT TO STRUCTURES.
2. STONE IS REQUIRED, IN ACCORDANCE WITH SPECIFICATIONS, S�, j
BELOW PIPE WHEN ENCOUNTERING ROCK OR WET FFi \ \�� \// MINIMUM
CONDITIONS. STONE TO RANGE IN SIZE FROM 1/2" TO 1 -1/2 ". or s� /\ ��•%
SEE NCDOT ROADWAY STANDARD DRAWING 300.01 FOR
3 APPROVED PIPE BEDDING WITHIN NCDOT RIGHT -OF -WAY. 'o \ \ \ PIPE
3. HAND CARVE BOTTOM AND SHAPE FOR LOWER QUADRANT OF PIPE. \ % \/ / uNE —
EXCAVATE ADDITIONALLY FOR BELLS.
$ 4. INVERT OF PROPOSED TRENCH LINE SHALL BE AT A MAXIMUM
1:1 SLOPE AS PROJECTED FROM EDGE OF EXISTING PAVEMENT.
5• PROVIDE MINIMUM 36" COVER OVER PIPE, OR DEEPER AS REQUIRED
TO MAINTAIN A MINIMUM OF 36" BELOW ELEVATION OF EDGE OF IN \ \� \\// \\1\/,
EXISTING PAVEMENT. \ \ \ / \ \ /
6. STOCKPILE EXCAVATED MATERIAL UPGRADIENT OF THE TRENCH
WHEREVER POSSIBLE.
7. ROAD SCREENINGS SHALL BE PLACED ON PAVED SURFACES IF
EXCAVATED MATERIAL IS PLACED ON ROADWAYS. CLEANUP OF
ROADWAY MUST OCCUR IMMEDIATELY AFTER PIPE INSTALLATION.
8. WHEN DEWATERINGOF TRENCH IS REQUIRED, DISCHARGE SHALL BE
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PUMPED THROUGH A SILT SACK CAPABLE OF FILTERING 8 OZ. /SQ YD @ 80 GPM
9. AREAS LOCATED WITHIN THE PROJECTED 1:1 SLOPE FROM EDGE OF PAVEMENT AND
NOT UNDER PAVEMENT SHALL BE BACKFILLED WITH FLOWABLE FILL. SEE PAVEMENT
REPLACEMENT DETAILS FOR AREAS UNDER PAVEMENT.
10. TRENCH BOXES REQUIRED FOR ALL TRENCH WALLS INSTALLED AT 1:1 AND STEEPER.
11. STOCK PILES SHALL BE LOCATED SUCH THAT THEY DO NOT INTERFERE WITH ROADWAY SIGHT DISTANCES,
12. POSITIVE SHORING SHALL BE PROVIDED IN AREAS LOCATED WITHIN THE PROJECTED 1:1 SLOPE WHERE
$ TRAFFIC IS MAINTAINED,
13, ALL TRENCH EXCAVATION INSIDE THE LIMITS OF THE THEORETICAL 1:1 SLOPE, AS DEFINED BY POLICY,
SHALL BE COMPLETELY COMPACTED AT THE END OF EACH CONSTRUCTION DAY. NO PORTION OF
THE TRENCH MAY BE LEFT OPEN OVERNIGHT.
STANDARD WATER MAIN TRENCH
NOT TO SCALE
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401 4TH STREET, SW
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2. RESTRAINING RODS SHALL BE STAINLESS STEEL OR GALVANIZED
RODS WITH FIELD - APPLIED BITUMINOUS COATING.
3. PIPE UNDER CREEK AND BETWEEN BENDS TO BE R.J. D.I.P.
CREEK CROSSING DETAIL WITH GRAVITY BLOCKING
NOT TO SCALE
#57 STONE
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HOLE
24" x 24" x 4" (T)
CONCRETE, MINIMUM
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W/ STONE OUTLET
EXISTING GRADE
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8 FRAME & COVER -TYPE B
€ FINISHED GRADE MORTAR
REINFORCED CONC. PAD
P' (SEE PLAN VIEW)
.P P
10 "3 24" D.I.P. (TYP.)
GUIDE COLLAR
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€ FRAME & COVER -TYPE A
S E NOTE 4
FINISHED GRADE
"
g P. 8"
Y 10"
9 1/2" EXPANSION
& 6" THICK PRECAST CONC. PAD MATERIAL (TYP.)
/
REINFORCE WITH WIRE AS TOP SECTION VALVE BOX,
DIRECTED 66 -66 W.W. MESH STD. DET. NOA
METHOD A
MIN. 10" DIAMETER EXTENSION STEM AS REQUIRED
PIPE
#4 REBAR (HOOK) CAST (SEE NOTE 3)
IN BEAM AT MID -SPAN
k IDE 2" CLEARANCE IN
IRECTIONS BETWEEN
AND
8 "x8 "x6' -0" PRECAST E/ACTUATOR (SEE
SUPPORT BEAM WITH 4 2)
#4 REBARS
2'_10 _ MIN
#67 WASHED
NOTES: STONE ___/
1. METHOD B SHALL BE USED IN PAVED AREAS AND METHOD A SHALL BE USED IN NONPAVED AREAS.
2. DIAMETER OF RISER MAY VARY AS REQUIRED BY VALVE ACTUATOR.
3. WHEN OPERATING NUT DEPTH EXCEEDS 4'-0" BELOW FINISHED GRADE, PROVIDE EXTENSION STEM WITH
' STD. 2" SQUARE OPERATING NUT IN TOP SECTION OF VALVE BOX, EXTENSION STEM SHALL BE SIZED AS
RECOMMENDED BY THE VALVE MANUFACTURER.
4. PROVIDE PRECAST PROTECTOR RING IF IN SHOULDER OF ROAD.
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REINFORCED CONC. PAD
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REINFORCED CONC. PAD
PROP. M.J.
BUTTERFLY VALVE
DIRECT BURY
BUTTERFLY VALVE
INSTALLATION
FILE NAME: W5.0 I DATE: 8/06
NOTE: THIS VALVE WILL BE
CLOSED DURING
PRESSURE TEST.
REDUCED PRESSURE 90° F!F BEND WITH 314" TAP
PRINCIPLE BACKFLOW
PREVENTER FOR DISINFECTANT WATER
WYE STRAINER
FLANGE ADAPTOR
COUPLING � /--fi _R� H m
EXISTING END OF
LINE VALVE
EXISTING
WATER LINE
BACKFLOW DEVICE
6"
8"
FLOW
W&AAV: LY
ATE VALVE F/F (OPTIONAL)
NOTE: THIS VALVE WILL BE
CLOSED DURING
DISINFECTANT INJECTION
AND MUST BE OPEN DURING
PRESSURE TEST.
LENGTH . FLANGE ADAPTOR COUPLING
- -AS -- —— — —-
REQUIRED PLAIN END DIP + TAP FOR DISINFECTANT INJECTION
SECTION ► AND PRESSURE TEST
90° MJ BASE BEND WITH
MECHANICAL RESTRAINT PLAIN —END DIP SECTION
OR PE /PF, R5/ ER
- -- BRACING AS REQUIRED 111F
B A
`ROMAC 501 COUPLING OR
\ EQUAL
_ _
A I I WATER MAIN SIZE B WATER MAIN MIN. BACKFLOW MIN. END OF LINE
6' -3" 6" 17" SIZE DEVICE SIZE BLOWOFF
91 I 8" 19" I 6" OR B" 2" 2"
11' -2" I 12" 22" 12" 4" 2.5
16" 26" ( 16" 6" 4"
24" 32" 24" ( 8" 6"
WSACC BY—PASS 0 ONNECTIONOFOR
I
REVISION WATER AND SEWER AUTHORITY FILLING NEW WATER MAINS
NO. DATE BY CHKD OF CABARRUS COUNTY
(
FILE NAME: W2.0 I DATE: 8/06
WK
KSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)82"27 -6911
(0828. 327 -9164
W W W.WKDICKSON.COM
NO LICENSE NO.F•0374
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BUTTERFLY VALVE
DIRECT BURY
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INSTALLATION
FILE NAME: W5.0 I DATE: 8/06
NOTE: THIS VALVE WILL BE
CLOSED DURING
PRESSURE TEST.
REDUCED PRESSURE 90° F!F BEND WITH 314" TAP
PRINCIPLE BACKFLOW
PREVENTER FOR DISINFECTANT WATER
WYE STRAINER
FLANGE ADAPTOR
COUPLING � /--fi _R� H m
EXISTING END OF
LINE VALVE
EXISTING
WATER LINE
BACKFLOW DEVICE
6"
8"
FLOW
W&AAV: LY
ATE VALVE F/F (OPTIONAL)
NOTE: THIS VALVE WILL BE
CLOSED DURING
DISINFECTANT INJECTION
AND MUST BE OPEN DURING
PRESSURE TEST.
LENGTH . FLANGE ADAPTOR COUPLING
- -AS -- —— — —-
REQUIRED PLAIN END DIP + TAP FOR DISINFECTANT INJECTION
SECTION ► AND PRESSURE TEST
90° MJ BASE BEND WITH
MECHANICAL RESTRAINT PLAIN —END DIP SECTION
OR PE /PF, R5/ ER
- -- BRACING AS REQUIRED 111F
B A
`ROMAC 501 COUPLING OR
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_ _
A I I WATER MAIN SIZE B WATER MAIN MIN. BACKFLOW MIN. END OF LINE
6' -3" 6" 17" SIZE DEVICE SIZE BLOWOFF
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11' -2" I 12" 22" 12" 4" 2.5
16" 26" ( 16" 6" 4"
24" 32" 24" ( 8" 6"
WSACC BY—PASS 0 ONNECTIONOFOR
I
REVISION WATER AND SEWER AUTHORITY FILLING NEW WATER MAINS
NO. DATE BY CHKD OF CABARRUS COUNTY
(
FILE NAME: W2.0 I DATE: 8/06
WK
KSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)82"27 -6911
(0828. 327 -9164
W W W.WKDICKSON.COM
NO LICENSE NO.F•0374
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BILCO OR EQUIVALENT, 48 "x72" DOUBLE -HINGE
ALUMINUM DOORS WITH H -20 LOADING AND
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PRE -CAST VAULT H -20 LOADING
WITH ANTI - FLOATATION, NOTE 4
— s 3' -0" ------ ►
CORED HOLE WITH
NEOPRENE RUBBER
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401 4TH STREET, SW
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4.
PRECAST CONCRETE BELOW - GROUND VAULT(S) WITH H -20 LOADING.
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GASKETS, NON SHRINKING GROUT AND RESILIENT PIPE CONNECTORS
SHALL BE USED, AS REQUIRED. ANTI - FLOATATION MEASURES MUST BE
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PROVIDED.
5.
2 -INCH TEST PORT BY TAP- SADDLE, BALL VALVE, AND PLUG. TEST PORT
SHALL BE INSTALLED WITH THE MINIMUM SEPARATION FROM METER AND
OTHER FITTINGS AS RECOMMENDED BY METER MANUFACTURER.
6.
RESILIENT WEDGE GATE VALVE NON - RISING STEM WITH HAND WHEEL.
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THE DOOR(S) MUST BE FLUSH MOUNT, LOCKABLE AND SIZED SUCH THAT
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OPENING AND ACCESSIBLE TO THE CITY OF CONCORD AND THE TOWN OF
HARRISBURG.
8.
12- INCHES OF HORIZONTAL CLEARANCE MUST BE PROVIDED BETWEEN THE
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ALL INTERNAL BY -PASS ASSEMBLY FITTINGS AND THE METER ASSEMBLY
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ROMAC DJ405 DISMANTLING JOINT OR EQUIVALENT.
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24- INCHES (2' -0 ") FROM METER FLANGE TO TEST PORT CONNECTION.
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SHOP DRAWINGS FOR PROPOSED VAULT(S), METER, DOOR(S), AND
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ALL PIPING AND FITTINGS TO BE RESTRAINED DUCTILE IRON PIPE.
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community infrastructure consultants
401 4TH STREET, SW
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(8829- 327 -6911
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GENERAL NOTES-
1. THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD- VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO
CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. NCONE CALL TELEPHONE NUMBER IS 1 -800- 632 -4949.
2. MINIMUM SEPARATION DISTANCES FOR WATER LINES FROM:
A. SANITARY SEWER LINES OR FORCE MAINS - 18" VERTICAL OR
10' HORIZONTAL
B. STORM SEWERS - 18" VERTICAL
3. DUCTILE IRON PIPE WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION
DISTANCES BETWEEN THE WATER LINE AND SANITARY SEWER LINE, FORCE MAIN OR STORM SEWER
CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE
POINT OF CROSSING AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING. CONTACT
THE ENGINEER FOR DIRECTION WHERE WATER LINE IS REQUIRED TO PASS BELOW SEWER FORCE MAIN OR
SANITARY SEWER LINES.
4. PAVEMENT PATCHING AND RESURFACING MUST BE COMPLETED WITHIN FIVE DAYS AFTER COMPLETION
OF TRENCHING ACTIVITIES. SMALL PATCH AREAS CAN BE MAINTAINED WITH TEMPORARY PAVEMENT
PATCHING OR CABC STONE UNTIL PERMANENT PATCHING IS COMPLETE.
5. FENCE REMOVAL AND REPLACEMENT: AREAS REQUIRING FENCE REMOVAL SHALL BE PERFORMED BY
THE CONTRACTOR ONLY TO THE EXTENT REQUIRED FOR SAFE CONSTRUCTION OF THE WATER LINE. THE
FENCE SHALL BE CAREFULLY REMOVED AND SAFELY STORED FOR REPLACEMENT AFTER CONSTRUCTION IS
COMPLETE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROPER REALIGNMENT OF THE RESTORED
FENCE LINE. ANY MISALIGNMENT OR DAMAGE TO THE RESTORED FENCE SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTE ANY DAMAGE TO THE
FENCE PRIOR TO CONSTRUCTION WITH ADEQUATE PHOTOGRAPHS OR OTHER EVIDENCE AND SHALL
IDENTIFY THE SAME TO THE ENGINEER PRIOR TO CONSTRUCTION.
6. WHERE EXISTING SHOULDER GRADE IS ABOVE EDGE OF PAVEMENT ELEVATION, TOP OF WATER LINE
SHALL BE INSTALLED A MINIMUM OF 36" BELOW TOP OF PAVEMENT TO ASSURE MINIMUM COVER
REQUIREMENT IN THE EVENT OF FUTURE GRADING AND /OR PAVING ACTIVITIES.
7. THE CONTRACTOR WILL STRING IN ADVANCE NO MORE THAN THE AMOUNT OF PIPE AND MATERIAL THAT
CAN BE INSTALLED WITHIN TWO WEEKS UNLESS APPROVED OTHERWISE BY THE ENGINEER.
8. THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR TO
REMOVAL, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DISTURBED PAVEMENT IN ROADWAYS SHALL
BE TEMPORARILY OR PERMANENTLY REPAIRED /REPLACED THE SAME DAY THEY ARE DISTURBED.
9. THE MAXIMUM OPEN JOINT DEFLECTION FOR ALIGNMENT AND GRADE FOR 12 -INCH DUCTILE IRON WATER
MAINS SHALL BE FIVE (5) DEGREES. MAXIMUM PVC PIPE DEFLECTION SHALL BE 150' RADIUS FOR 6 -INCH AND
200' RADIUS FOR 8 -INCH WATER LINES. ALL PIPE DEFLECTIONS SHALL CONFORM TO MANUFACTURER'S
RECOMMENDATIONS.
10. ACCESS TO PRIVATE PROPERTY FROM THE PROJECT AREA SHALL BE MAINTAINED AT ALL TIMES.
11. TRAFFIC CONTROL IS REQUIRED FOR ALL CONSTRUCTION ACTIVITIES WITHIN 15' OF THE EDGE OF ANY
ROADWAY. TRAFFIC CONTROL DEVICES, PRACTICES, AND PROCEDURES SHALL BE IN ACCORDANCE WITH
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) MILLENNIUM EDITION BY THE FEDERAL
HIGHWAY ADMINISTRATION.
12. THE ENGINEER SHALL INSPECT AND APPROVE ALL CONCRETE BLOCKING PRIOR TO BACKFILLING THE
LINE.
13. CONTRACTOR SHALL KEEP AND MAINTAIN A SET OF PLANS WITH ACCURATE LOCATIONS,
MEASUREMENTS AND OTHER DATA NOT READILY AVAILABLE FROM ABOVE GROUNDS ASBUILT EFFORTS. A
COPY OF THESE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE PROJECT.
14. CONTRACTOR TO REPAIR ALL CONCRETE AND ASPHALT DRIVEWAYS ALONG PROJECT WITHIN TWO (2)
WEEKS OF DISTURBANCE. ALL DRIVES (CONCRETE, ASPHALT, GRAVEL, SOIL) SHALL BE PREPARED WITH
SIMILAR MATERIALS.
15. CONTRACTOR SHALL GRADE DITCH LINES TO DRAIN BETWEEN DRIVEWAY PIPES.
16. ALL DISTURBED DITCHLINES SHALL BE STABILIZED WITH EROSION CONTROL MATTING.
17. CONTRACTOR SHALL REPLACE ANY VEGETATION, SHRUB, BUSH, OR TREE THAT IS DISTURBED OR
DESTROYED DURING CONSTRUCTION TO A CONDITION EQUIVALENT OR BETTER THAN IT PREVIOUSLY
EXISTED, WHETHER THE LANDSCAPING ITEM IS ON PRIVATE PROPERTY OR INSIDE THE NCDOT
RIGHT -OF -WAY.
18, ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION OF NCDENR.
19. STABILIZATION STONE IS REQUIRED UNDER PIPING WHEN CONDITIONS WARRANT OR AS REQUIRED BY
THE ENGINEER.
20. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE
RIGHT -OF -WAY AND /OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED
IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
21. THE CONTRACTOR MUST HAVE A COPY OF THE APPROVED NCDOT TWO -PARTY ENCROACHMENT
AGREEMENT ON THE JOB SITE PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT -OF -WAY.
22. ALL BACKFILL SHALL BE NON - PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS. MATERIALS UNSUITABLE FOR BACKFILL PURPOSES OR AS
REQUIRED BY THE TOWN INSPECTOR SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL
MATERIAL.
21 00t 10200' FLAGMAN
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ROAD WORK
ROADWAY
FLAGMAN \ 60EN 24"
END
ROAD ONE LANE \\-TRAFFIC ROAD WORK I TRAFFIC
WORK ROAD FLAGMAN CONES CONES
AHEAD AHEAD AHEAD
100' 1/2 MILE MAX. 100'
C B A MAX. WORK AREA 200'± MAX.
NOTE: WARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS SHOWN ABOVE
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48" x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION A B C
f URBAN (40 MPH OR LESS) 100' 100' 100'
URBAN (45 MPH OR GREATER) 350' 1 350' 350'
RURAL 500' ( 500' 1 500'
ON- HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
NOT TO SCALE
TOTAL WIDTH OF PAVEMENT
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MINIMUM REPLACE
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I ASPHALT DRIVEWAY 1 4" 0 0 1 1/2" I
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NOTES
1. ALL BACKFILL LOCATED WITHIN THE VEHICULAR LOAD ZONE IS TO BE
PLACED IN LIFTS NOT TO EXCEED 6" AND COMPACTED TO 95% OF
STANDARD PROCTOR TEST (ASTM D698) EXCEPT THE TOP 12 INCHES.
COMPACT THE TOP 12 INCHES TO MINIMUM 98% MAXIMUM DENSITY.
2, ALL BACKFILL OUTSIDE THE VEHICULAR LOAD ZONE BUT LOCATED IN
THE RIGHT OF WAY IS TO BE COMPACTED TO 95% OF STANDARD
PROCTOR TEST (ASTM D698).
3. THE LACK OF PROPER COMPACTION EQUIPMENT OR THE USE OF
IMPROPER COMPACTION METHODS SHALL BE CAUSE FOR THE IMMEDIATE
SHUTDOWN OF THE WORK BY THE ENGINEER.
4. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER 1 WEEK PRIOR
TO OPEN CUT OF ROADWAYS.
5. RESIDENCES AFFECTED BY ROAD CLOSURE FOR OPEN CUT SHALL BE
NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO DETOUR VIA PRINTED DOOR
HANGER MEDIA.
TYPICAL PAVEMENT REPLACEMENT
NON -NCDOT ROADS
NOT TO SCALE
3" x 18"
NO
1 WORK
END
ROAD WORK
ROADWAY
WORK AREA t 3 OR MORE FEET
FROM EDGE OF
NOTE: A 1000'MAX. I A PAVEMENT
ALL WARNING SIGNS SHALL BE A MINIMUM OF 48"x 48" AND REFLECTORIZED WHEN USED AT NIGHT.
ROAD CLASSIFICATION I A
URBAN (40 MPH OR LESS) I 100'
URBAN (45 MPH OR GREATER) 1 350'
RURAL 500'
OFF - HIGHWAY CONSTRUCTION SIGNAGE LAYOUT
NOT TO SCALE
ROAD
FLAGMAN CONSTRUCTION
500 FT
500' 500'
200'± _
-FLAGMAN
FLAGMAN
END
CONSTRUCTION
ROADWAY
ROAD
CONSTRUCTION FLAGMAN
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500' 1 500'
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CONSTRUCTION -
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SIGNAGE LAYOUT FOR CONSTRUCTION IN AN INTERSECTION
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community infrastructure consultants
401 4TH STREET, SW
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(t)828. 327 -6911
(f)828- 327 -9164
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DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FILTER �i IN 16" OF NO. 5
FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH EXTENT /\4 WASHED STONE
THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE. -`_�•'_'``t'• 1 \%
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2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (@ 20% MAX.
ELONGATION) OF 301bs /LIN IN., WIRE FABRIC REQUIRED.
s 3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH = 50 SECTION A -A
Ibs /LIN. IN. @ MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL, MAXIMUM NOTES:
POST SPACING = 6 FEET. 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
4. POSTS SHALL BE 1.331b /LF STEEL UNLESS OTHERWISE APPROVED BY THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT
ENGINEER: WILL NOT ERODE.
TEMPORARY SILT FENCE 2. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED.
NOT TO SCALE
3. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION SHALL BE MINIMIZED.
4. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY CATCH BASIN SEDIMENT TRAP
NOT TO SCALE
ECM
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ROLL IN CHECK HICKORY, NC 28602
SLOT, OVERLAP (7)828. 327.6911
MINIMUM t' REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILL (0828- 327 -9164
HAVE DIRECT CONTACT WITH THE SOIL
W W W.WKDICKSON.COM
6" PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL GRADE.
`
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THE NO LICENSE NO.F -0374
CITY. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
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SEEDING o```lp Wss
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APPLY SEED TO SOIL BEFORE PLACING MATTING.
INTERMITTENT CHECK SLOT / z
BEGINING OF NEW ROLL UPSTREAM FILL
WHEN USING PERMANENT LINER, APPLY ADDITIONAL SEED AFTER INSTALLATION AND = a
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e ^y u w; 7 / THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE LOWER ELEVATION MAT.
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EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
j; r� <�•;. « : :..:�" LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. I I I m
<s,'..:;^�`fr,^ • t DO NOT STRETCH TIGHT.
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
EXCAVATE INITIAL ANCHOR TRENCH 12 "X6" ACROSS THE EMBANKMENT AT THE LOWER
END OF THE PROJECT AS SHOWN ON SHEET 5. SEE FIGURE 1 FOR INITIAL ANCHOR TRENCH,
I PLACE 6"x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE EMBANKMENT AND WEIR.
SEE FIGURE 2.
REQUIREMENTS:
CUT 4" x 4" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION. EXTEND MAT TO THE
I INTO A HIGH STRENGTH MATRIX. 6" EDGE OF THE ASPHALT OR 2 TO 3 FEET ABOVE THE CREST IF POSSIBLE.
BEGINNING AT THE CENTER OF THE EMBANKMENT AT THE DOWNSTREAM END OF THE
FIGURE 4 AREA TO BE LINED, PLACE THE END OF THE ROLL IN ANCHOR TRENCH AND SECURE WITH
BIODEGRADABLE STAKES OR PINS. SEE FIGURE 1. z
TERMINAL ANCHOR TRENCH Cr 0—
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UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF 3" OF OVERLAP. cc
STAPLE AT 18" INTERVALS ALONG OVERLAP.
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY MAT IN CHECK SLOT,
FOLD BACK AGAINST ITSELF, ANCHOR THROUGH BOTH LAYERS, BACKFILL AND COMPACT
SOIL, CONTINUE ROLLING MAP UPSTREAM, SEE FIGURE 2.
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF 1'.
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
MAINTENANCE w
INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
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ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE Z
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MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. ANTICIPATE z DRAWN BY: CH PROD: DATE: JULY 2015
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RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN v DR/({WING NUMBER:
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC DAMS, INSTALL A PROTECTIVE RIP -RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT rf�
ROADWAYS. ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE VV JJ D.7 O
CHANNEL TO DRAIN THROUGH THE FIBER CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING W
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NOT TO SCALE BEEN FILLED IN WITH SEDIMENT,
_J WKD PROJ. NO.:
Z 20140128.00H1

(W) VARIES
26- 40'
PUMP TO SILT BAG
ABOVE HIGH WATER
(COF
Gy �
2'±
4
DAM
60% (W)
POINT
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DEFLECTION BERM CONSTRUCTED
NOTES: FROM SALVAGED RIVER BED
BOULDERS
1) CONTRACTOR SHALL FOLLOW CONSTRUCTION
SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
2) EXCAVATION SPOIL IS TO BE LOCATED OUTSIDE PLAN
LAN
OF 100 YEAR FLOODWAY.
POLYETHYLENE MEMBRANE ON LEVEL WITH TOP OF BANK
FACE 20 MIL THICK \ / OR AS NECESSARY
CLASS 1 RIP RAP, NJ BARRIER
OR OTHER APPROVED MATERIAL
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°{J` SEE PROFILE FOR
ELEVATION
SANDBAGS, CLASS 1 RIP RAP
OR OTHER NON•ERODBLE
MATERIAL. 5
SYNTHETIC FILTER FABRIC : ` SECTION A
COFFER DAM — HORSESHOE
� NOT TO SCALE
BANK, TYP
KEY IN MATTING PER
MANUFACTURERS
INSTRUCTIONS
LIVE STAKE PLANTINGS SEE DETAIL BELOW
— COIR FIBER MATTING
(400g/m')
9 " -12" DIAMETER
COIR FIBER ROLL
COIR FIBER ROLL TO BE HELD
IN PLACE WITH WOODEN
STAKES
PER MANUFACTURERS
INSTRUCTIONS
EXIST BANK
SEE STREAM BED CONTROL DETAIL —1
MATCH EXISTING STREAM BED GRADE
CREEK CROSSING STABILIZATION
NOT TO SCALE
CHANNEL SEEDING
TEMPORARY SEED MIX
LATE WINTER/EARLY SPRING
-RYE (GRAIN) @ 120 LBIACRE
SUMMER
- GERMAN MILLET @ 40 LB /ACRE
SUDANGRASS @ 50 LB /ACRE (AS A SUBSTITUTE)
FALL
-RYE (GRAIN) @ 120 LB /ACRE
PERMANENT RIPARIAN SEED MIX (IDEALLY PLANTED EITHER
AUG -SEPT OR MAR -APR)
- REDTOP @ 7 LB /ACRE
- SWITCH GRASS @ 50 LB /ACRE
SEDGE @ 10 LB /ACRE
-RICE CUTGRASS @ 20 LB /ACRE
NOTE:
ALTERNATIVE SPECIES MAY BE USED UPON APPROVAL BY
THE ENGINEER.
CONSTRUCTION NOTES:
1. INSTALL EROSION CONTROL
MEASURES AND TREE
PROTECTION AS SHOWN ON
PLAN. THE CONTRACTOR MAY
MODIFY OR RELOCATE EROSION
CONTROL MEASURES TO MAKE
ADJUSTMENTS FOR
UNFORESEEN FIELD CONDITIONS.
ALL RELOCATION SHALL HAVE
THE APPROVAL OF THE
ENGINEER.
2. CLEAR AND GRUB AREA OF ALL
TRASH AND EXOTIC /INVASIVE
VEGETATION.
3. STABILIZE GRADED BANKS WITH
SEED AND MULCH.
4. INSTALL COIR FIBER MAT PER
MANUFACTURER'S INSTRUCTION.
5. INSTALL PLANTS AS DESCRIBED
IN PLANTING NOTES ON THIS
SHEET.
STREAM STABILIZATION NOTES
NOT TO SCALE
COIR FIBER
MATTING PLANT LIST
DETAIL
LIVE STAKES SHOULD BE 2 -3 FEET
LONG. ADDITIONALLY, THE STAKES
SHOULD HAVE A DIAMETER OF 035 TO
2 INCHES.
LIVE STAKE
NOT TO SCALE
50 / 50 MIX OF IN
TOP OF BANK
/— BOTTOM OF BANK
FLOW IN
B
BOTTOM OF BANK
I
TOP OF BANK
Do
nMA\ /CI CI IDO=ATC A
EROSION CONTROL MATTING
(SEE DETAIL SHEET ###)
LIVE STAKE SPECIES
SCIENTIFIC NAME COMMON NAME PERCENT
Comus amomum Silky Dogwood 50%
Vibumum dentatum Arrowwood 25%
Sambucus Canadenis Elderberry 25%
ALL PLANTING AREAS
COIR FIBER FABRIC MAT NOT BE CUT WITH PLANTING IMPLEMENTS. THE
SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS.
PLANT SPACING
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS. PLANT SPACING SHALL BE
APPROXIMATELY TWO FEET (2.0') BETWEEN PLANTS IN THE SAME ROW. ROWS
ER SHALL BE STAGGERED SUCH THAT ROWS ARE APPROXIMATELY TWO FEET
(2.0') APART. CONTRACTOR REQUIRED TO USE COMBINATION OF ALL PLANT
SPECIES.
LIVE STAKE
X---�
21 2'
--X
COIR FIBER
X
MAXIMUM
WIDTH OF DISTURBANCE
LIMITED TO 15'
A
STREAM BED CONTROL - PLAN VIEW
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(SEE DETAIL SHEET ###)
TOP OF RIFFLE
(MATCH EXISTING ELEV.)
AND # 5 STONE
STREAM BED CONTROL - SECTION A -A
-- BANKFULL ELEVATION
FLOW — BOTTOM OF RIFFLE
(MATCH EXISTING ELEV.)
SLOPE VARIES DESIGN BED
SURFACE ^
FILTER
FABRIC GRAVEL SUBSTRATE
50150 MIX OF IN SITU SOIL
AND # 5 STONE
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GRADE CONTROL ROCK —I
50 / 50 MIX CLASS B / 1 RIP RAP
STREAM BED CONTROL - PROFILE B -B
STREAM BED CONTROL DETAIL
NOT TO SCALE
PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL CLEARLY
MARK WITH ORANGE FABRIC FENCING ALL WETLANDS, STREAMS, SURFACE
WATERS, AND RIPARIAN BUFFERS LOCATED ON THE PROJECT SITE WHERE
IMPACTS ARE NOT ALLOWED.
DICKSON
community infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828 -327 -6911
(028 -327 -9164
WWW.WKDICKSON.COM
\ NC LICENSE NOX -0374
PROFESSIONAL SEAL i
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LIVE STAKES SHOULD BE 2 -3 FEET
LONG. ADDITIONALLY, THE STAKES
SHOULD HAVE A DIAMETER OF 035 TO
2 INCHES.
LIVE STAKE
NOT TO SCALE
50 / 50 MIX OF IN
TOP OF BANK
/— BOTTOM OF BANK
FLOW IN
B
BOTTOM OF BANK
I
TOP OF BANK
Do
nMA\ /CI CI IDO=ATC A
EROSION CONTROL MATTING
(SEE DETAIL SHEET ###)
LIVE STAKE SPECIES
SCIENTIFIC NAME COMMON NAME PERCENT
Comus amomum Silky Dogwood 50%
Vibumum dentatum Arrowwood 25%
Sambucus Canadenis Elderberry 25%
ALL PLANTING AREAS
COIR FIBER FABRIC MAT NOT BE CUT WITH PLANTING IMPLEMENTS. THE
SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE
CUT INTO THE FABRIC USING A SHARP KNIFE OR SHEARS.
PLANT SPACING
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS. PLANT SPACING SHALL BE
APPROXIMATELY TWO FEET (2.0') BETWEEN PLANTS IN THE SAME ROW. ROWS
ER SHALL BE STAGGERED SUCH THAT ROWS ARE APPROXIMATELY TWO FEET
(2.0') APART. CONTRACTOR REQUIRED TO USE COMBINATION OF ALL PLANT
SPECIES.
LIVE STAKE
X---�
21 2'
--X
COIR FIBER
X
MAXIMUM
WIDTH OF DISTURBANCE
LIMITED TO 15'
A
STREAM BED CONTROL - PLAN VIEW
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0
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EROSION CONTROL MATTING
(SEE DETAIL SHEET ###)
TOP OF RIFFLE
(MATCH EXISTING ELEV.)
AND # 5 STONE
STREAM BED CONTROL - SECTION A -A
-- BANKFULL ELEVATION
FLOW — BOTTOM OF RIFFLE
(MATCH EXISTING ELEV.)
SLOPE VARIES DESIGN BED
SURFACE ^
FILTER
FABRIC GRAVEL SUBSTRATE
50150 MIX OF IN SITU SOIL
AND # 5 STONE
r
GRADE CONTROL ROCK —I
50 / 50 MIX CLASS B / 1 RIP RAP
STREAM BED CONTROL - PROFILE B -B
STREAM BED CONTROL DETAIL
NOT TO SCALE
PRIOR TO ANY LAND DISTURBING ACTIVITIES, CONTRACTOR SHALL CLEARLY
MARK WITH ORANGE FABRIC FENCING ALL WETLANDS, STREAMS, SURFACE
WATERS, AND RIPARIAN BUFFERS LOCATED ON THE PROJECT SITE WHERE
IMPACTS ARE NOT ALLOWED.
DICKSON
community infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828 -327 -6911
(028 -327 -9164
WWW.WKDICKSON.COM
\ NC LICENSE NOX -0374
PROFESSIONAL SEAL i
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DITCH "A" (TRAPEZOIDAL)
3�E�
1.6 LBS /SF MIN. SHEAR STRESS STRAW
BLANKET OR APPROVED EQUAL, INSTALL
PER MANUFACTURER'S RECOMMENDATION
0
S•y
6.5' 65 —►
DITCH "B" (V- DITCH)
DITCH SECTIONS W/ MATTING
NOT TO SCALE
CHECK DAM EXCESS SOCK MATERIAL TO BE DRAWN IN AND
SIZED TO SUIT CONDITIONS TIED OFF TO STAKE AT BOTH ENDS
8" TO 18" TYPICAL
1z '
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2" X 2" X 36" WOODEN FLOW
STAKES PLACED 5' O.C.
CROSS PATTERN ABOVE
SOCK
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NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. INSTALL SEDIMENT TUBES BY LAYING THEM FLAT ON THE GROUND, EXCESS MULCH CAN
BE PLACED AT THE UPSTREAM SEDIMENT TUBE SOIL INTERFACE.
1 INSTALL SEDIMENT TUBES SO NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF
THE SEDIMENT TUBES. LAP THE ENDS OF ADJACENT SEDIMENT TUBES A MINIMUM OF 2
FEET TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT.
4. INSTALL ENDS OF CHECK DAM POINTING SLIGHTLY UP THE SLOPE TO PREVENT RUNOFF
FROM FLOWING AROUND THE FILTER SOCK.
5. INSTALL SEDIMENT TUBES IN "SWALES OR DRAINAGE DITCHES PERPENDICULAR TO THE
$ WATER FLOW AND EXTEND THEM UP THE SIDE A MINIMUM OF 1 -FOOT ABOVE THE
DESIGN FLOW DEPTH.
b 6. CHECK DAMS SHALL BE INSTALLED AT LOCATIONS INDICATED ON DRAWINGS.
7. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE ACCUMULATED
HEIGHT HAS REACHED 1/2 THE HEIGHT OF THE CHECK DAM.
8. LOOSE FILTER MEDIA MAY BE BACKFILLED ON THE UPSLOPE SIDE OF THE SOCK TO
ENHANCE PERFORMANCE.
9. - CHECK DAM CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
FILTER SOCK CHECK DAM
NOT TO SCALE
's
J
1.6 LBS /SF MIN. SHEAR STRESS STRAW
BLANKET OR APPROVED EQUAL, INSTALL
PER MANUFACTURER'S RECOMMENDATION
MAINTENANCE:
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER
EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE
CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY
MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL
OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF
PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP
THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS
THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR
RAINS AND MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE
OUTLET AND INLET SECTIONS AND OTHER POINTS WHERE CONCENTRATED
FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD CROSSINGS AND LOOK
FOR INDICATIONS OF PIPING, SCOUR HOLES OR BANK FAILURES. MAKE
REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THE
CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM
EROSION AND SCOUR DURING OUT -OF -BANK FLOW.
EROSION MATTING TABLE
PHARR MILL RD
STATION START STABILIZATION
STATION END MAT TYPE
0+00-4+00 STRAW NETTING
4+00-7+50 MULCH /GRASS
7+50-30+00 STRAW NETTING
30 +00 - 32 +00 MULCH /GRASS
32 +50 - 34 +50 1 STRAW NETTING
34 +50 - 37 +00 I EXCELSIOR
37 +00 - 40 +00 1 STRAW NETTING
40 +00 - 41 +50 1 MULCH /GRASS
41 +50 - 45 +00 1 EXCELSIOR
45 +00 - 55 +00 1 STRAW NETTING
EROSION MATTING TABLE
ROCKY RIVER RD
STATION START STABILIZATION
STATION END MAT TYPE
0+00-2+00 MULCH /GRASS
2+00-8+50
8+50-10+00
10 +00 - 21 +00
21 +00 - 22 +50
22 +50 - 24 +50
STRAW NETTING
MULCH /GRASS
STRAW NETTING
MULCH /GRASS
STRAW NETTING
12" MIN A
1111
CULVERT PIPE
2 "x2 "x36" WOODEN STAKES PLACED
5' O.C. CROSS PATTERN ABOVE SOCK
FILTER SOCK STAKING
NOT TO SCALE
EXCESS SOCK MATERIAL
DRAWN IN AND TIED OFF
TO 2 "x2" WOODEN STAKE,
(TYP.)
MEal a ix:W" "10161N
CULVERT INLET- PLAN
NOTES:
1. ALL MATERIAL TO MEET SPECIFICATIONS.
2. FILTER MEDIA FILL TO MEET APPLICATIONS REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
4. SEDIMENT SHOULD BE REMOVED FROM BEHIND CHECK DAM ONCE THE
ACCUMULATED HEIGHT HAS REACHED 1/2 THE HEIGHT OF THE CHECK DAM.
INLET PROTECTION
NOT TO SCALE
K
DWDIKCKSON
communitv infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NC 28602
(t)828327 -6911
(f)828- 327 -9164
W W W.WKDICKSON.COM
` NC LICENSE NO.F -0374
X.
PROFESSIONAL SEAL
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EROSION CONTROL SEQUENCE OF CONSTRUCTION NOTES
1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON -SITE WITH THE
EROSION CONTROL INSPECTOR FROM THE MOORESVILLE REGIONAL
OFFICE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES (NCDENR, 704- 663 - 1699), AND THE ENGINEER'S
REPRESENTATIVE.
2. BEFORE INITIATION OF CONSTRUCTION, INSTALL PERIMETER EROSION
CONTROL MEASURES SHOWN ON THE PLANS INCLUDING SILT FENCE
AND STONE OUTLETS AT CREEK CROSSINGS ALONG WITH ANY
REQUESTED BY THE NCDENR INSPECTOR RESULTING FROM THE
PRECONSTRUCTION MEETING, CLEARING AREAS ONLY AS NEEDED TO
INSTALL THE DEVICES. 'OWNER SHALL PERFORM SELF INSPECTION
AFTER PERIMETER CONTROLS (SILT FENCE, CONSTRUCTION
ENTRANCES, ETC.) ARE INSTALLED.
3. INSTALL WATER MAIN. EROSION CONTROL DETAILS ARE SHOWN ON THE
DRAWINGS AND STRUCTURE LOCATIONS ARE DEFINED IN THE PLAN
VIEWS.
4. REMOVE /REINSTALL SILT FENCE AND STONE OUTLETS DAILY AS
REQUIRED TO FACILITATE CONSTRUCTION AT CREEK CROSSINGS
INSTALLED BY DIRECT BURY.
5. MAINTENANCE OF EROSION CONTROL DEVICES IS THE CONTRACTOR'S
RESPONSIBILITY. AFTER EACH RAIN STORM THE DEVICES SHALL BE
INSPECTED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT
ACCUMULATION SHALL BE REMOVED IMMEDIATEDLY AND DISPOSED OF
PROPERLY.
6. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED
ALONG ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE
VEGETATED OR OTHERWISE STABILIZED WITHIN THE NUMBER OF DAYS
NOTED IN THE GROUND COVER SCHEDULE AFTER BEING DISTURBED.
THE CONTRACTOR SHALL UTILIZE THE SEEDING AND MULCHING
SCHEDULES NOTED ON THE DRAWINGS. NO MORE THAN 1,000 LF OF
ROAD SHOULDER SHALL BE DISTURBED PRIOR TO CLEANING /SEEDING.
A. ALL LOCATIONS DISTURBED DURING CONSTRUCTION WILL BE
RESTORED ACCORDING TO THE PERMANENT SEEDING SCHEDULE AS
SHOWN ON THE PLANS.
B. IF THE WATER AND /OR SEWER LINE IS LOCATED WITHIN AN EXISTING
DITCH LINE, AND THE CHANNEL VELOCITY EXCEEDS 2 FT. /SEC.,
TEMPORARY CHANNEL LINERS (JUTE NET, STRAW WITH NET,
FIBERGLASS ROVING, GEOTEXTILE FABRIC, ETC.) SHALL BE USED AS
SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER. THESE
DITCH LINES WILL BE RESTORED ACCORDING TO THE PERMANENT
SEEDING SCHEDULE AS SHOWN ON THE PLANS.
7. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS
DIRECTED BY THE ENGINEER, REMOVE EROSION CONTROL DEVICES
FROM THE SITE.
TOTAL PROJECT /DISTURBED AREA I 4.64 ACRES
TEMPORARY SEEDING - LATE WINTER/EARLY SPRING
Seeding Mixture
Species Rate (lb /acre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains - Above 2500 ft: Feb. 15 -May 15
Below 2500 ft: Feb. 1 -May 1
Piedmont -Jan. 1 -May 1
Coastal Plain - Dec.1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, 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 im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - SUMMER
Seeding mixture
Species Rate (lb /acre)
German millet 40
In the Piedmont and Mountains, a small- stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains - May 15 -Aug. 15
Piedmont - May 1 -Aug. 15
Coastal Plain - Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - FALL
Seeding mixture
Species Rate (lb /acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 -Dec. 15
Coastal Plain and Piedmont - Aug. 15 -Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural lime-
stone and 1,000 Ib /acre 10 -10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 lb/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb /acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
PERMANENT SEEDING - GRASS -LINED CHANNELS
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 175 -200 (3 lb/1000 sq. ft.)
Kentucky bluegrass 20 (1 lb/1000 sq. ft.)
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb /acre rye (grain).
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 -Sept. 1 July 25 -Sept. 15
Mar. 1 -Apr. 1 Mar. 1 -May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Soil amendments Mar. 20 -Apr. 20 Mar. 5 -May 15
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,200 lb /acre 10 -10 -10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
bottom of channels and ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and In
drainages not requiring temporary linings, apply 4,000 lb /acre grain straw and
anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash downslope where
they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 lb/acre 10 -10 -10 fertilizer (3 lb/1000 sq. ft.). Mow
regularly to a height of 2 -4 inches.
PERMANENT SEEDING SCHEDULE - MIXTURE #1 M
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 100
Sericea lespedeza 20
Korean lespedeza 10
Redtop 5
Kentucky bluegrass 5
Seeding note
After Aug. 1, use unscarified seed for sericea lespedeza.
Nurse plants
Between May 1 and Aug. 15 add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain). It
may be beneficial to plant the grasses in late summer and overseed the
lespedezas in March.
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 -Sept. 1 July 25 -Sept. 15
Mar. 1 -Apr. 1 Mar. 1 -May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 -Apr. 20 Mar. 5 -May 15
Complete seeding earlier in the fall, and start later in spring on north and
east facing slopes.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,000 lb/acre 5 -10 -10 fertilizer.
Mulch
Apply 4,000 -5,000 lb/acre grain straw or equivalent cover of another suitable
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
Netting is the preferred anchoring method on steep slopes.
Maintenance
Mow no more than once a year. Refertilize in the second year unless growth
is fully adequate. Reseed, fertilize and mulch damaged areas immediately.
1. GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS
UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, A
GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
PLANTED OR PROVIDED PER THE GROUND COVER SCHEDULE SHOWN
ON THIS SHEET.
2. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING,
WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
SITE AREA DESCRIPTION
PERIMETER DIKES,
SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
GROUND COVER SCHEDULE
STABILIZATION TIME FRAME
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
STABILIZATION TIME FRAME EXCEPTIONS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
NONE (EXCEPT FOR PERIMETERS
AND HWQ ZONES)
1. PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS
SHORTER, DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
S D
ICKSON
community infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NO 28602
(t)828327 -6911
(0828- 327 -9164
W W W.W KDICKSON.COM
NC LICENSE NO.F -0374
PROFESSIONAL SEAL
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ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF
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ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
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SEDIMENT IS TO BE BE REMOVED FROM THE SEDIMENT TRAPS, BASINS
AND INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS
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GRAVEL IS TO BE CLEANED AND /OR REPLACED WHEN THE SEDIMENT
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PERMANENT GROUND COVER MUST BE ESTABLISHED WITHIN THE
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ADDITIONAL MECHANICAL MEASURES WILL BE REQUIRED IF
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CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ON SITE AND PROVIDE
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TOTAL PROJECT /DISTURBED AREA I 4.64 ACRES
TEMPORARY SEEDING - LATE WINTER/EARLY SPRING
Seeding Mixture
Species Rate (lb /acre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains - Above 2500 ft: Feb. 15 -May 15
Below 2500 ft: Feb. 1 -May 1
Piedmont -Jan. 1 -May 1
Coastal Plain - Dec.1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, 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 im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - SUMMER
Seeding mixture
Species Rate (lb /acre)
German millet 40
In the Piedmont and Mountains, a small- stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains - May 15 -Aug. 15
Piedmont - May 1 -Aug. 15
Coastal Plain - Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10 -10 -10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE - FALL
Seeding mixture
Species Rate (lb /acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 -Dec. 15
Coastal Plain and Piedmont - Aug. 15 -Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural lime-
stone and 1,000 Ib /acre 10 -10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 lb/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 lb /acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
PERMANENT SEEDING - GRASS -LINED CHANNELS
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 175 -200 (3 lb/1000 sq. ft.)
Kentucky bluegrass 20 (1 lb/1000 sq. ft.)
Nurse plants
Between May 1 and Aug. 15, add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb /acre rye (grain).
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 -Sept. 1 July 25 -Sept. 15
Mar. 1 -Apr. 1 Mar. 1 -May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Soil amendments Mar. 20 -Apr. 20 Mar. 5 -May 15
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,200 lb /acre 10 -10 -10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
bottom of channels and ditches. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and In
drainages not requiring temporary linings, apply 4,000 lb /acre grain straw and
anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash downslope where
they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to soil
tests or apply 150 lb/acre 10 -10 -10 fertilizer (3 lb/1000 sq. ft.). Mow
regularly to a height of 2 -4 inches.
PERMANENT SEEDING SCHEDULE - MIXTURE #1 M
Seeding Mixture
Species Rate (lb /acre)
Tall fescue 100
Sericea lespedeza 20
Korean lespedeza 10
Redtop 5
Kentucky bluegrass 5
Seeding note
After Aug. 1, use unscarified seed for sericea lespedeza.
Nurse plants
Between May 1 and Aug. 15 add 10 lb/acre German millet or 15 lb/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain). It
may be beneficial to plant the grasses in late summer and overseed the
lespedezas in March.
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 -Sept. 1 July 25 -Sept. 15
Mar. 1 -Apr. 1 Mar. 1 -May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 -Apr. 20 Mar. 5 -May 15
Complete seeding earlier in the fall, and start later in spring on north and
east facing slopes.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground
agricultural limestone and 1,000 lb/acre 5 -10 -10 fertilizer.
Mulch
Apply 4,000 -5,000 lb/acre grain straw or equivalent cover of another suitable
mulching material. Anchor mulch by tacking with asphalt, roving or netting.
Netting is the preferred anchoring method on steep slopes.
Maintenance
Mow no more than once a year. Refertilize in the second year unless growth
is fully adequate. Reseed, fertilize and mulch damaged areas immediately.
1. GROUND COVER - WHEREVER LAND DISTURBING ACTIVITY IS
UNDERTAKEN ON A TRACT COMPRISING MORE THAN ONE (1) ACRE, A
GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
PLANTED OR PROVIDED PER THE GROUND COVER SCHEDULE SHOWN
ON THIS SHEET.
2. GRADED SLOPES AND FILLS - PER THE GROUND COVER SCHEDULE
SHOWN HERE, OR AT THE COMPLETION OF ANY PHASE OF GRADING,
WHICHEVER PERIOD IS SHORTER, SLOPES SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
SITE AREA DESCRIPTION
PERIMETER DIKES,
SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 3:1
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
GROUND COVER SCHEDULE
STABILIZATION TIME FRAME
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
STABILIZATION TIME FRAME EXCEPTIONS
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED
7 DAYS FOR SLOPES GREATER
THAN 50 FEET IN LENGTH
NONE (EXCEPT FOR PERIMETERS
AND HWQ ZONES)
1. PER THE GROUND COVER SCHEDULE SHOWN HERE, OR AT THE
COMPLETION OF ANY PHASE OF GRADING, WHICHEVER PERIOD IS
SHORTER, DISTURBED AREAS SHALL BE PLANTED OR OTHERWISE
PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
S D
ICKSON
community infrastructure consultants
401 4TH STREET, SW
SUITE 201
HICKORY, NO 28602
(t)828327 -6911
(0828- 327 -9164
W W W.W KDICKSON.COM
NC LICENSE NO.F -0374
PROFESSIONAL SEAL
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