SW6120504_APPROVED PLANS_20120618

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW606eT6�1-
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
201�0(0 L
YYYYMMDD

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LEGEND
EXISTING
DENOTES REBAR OR BREAK IN
LINE o
CONCRETE MONUMENT
❑
WATER METER
GATE `SALVE
pq
WATER LINE
—Ex. W—
FIRE HYDRANT
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
CATCH BASIN
DROP INLET
❑
STORM GRAIN MANHOLE
0
TOP SANITARY SEWER CLEAN OUT
INVERT SANITARY SEWER CLEAN OUT
NOTE - ALL PROPERTY CORNERS
DISTINGUISHED BY REBAR
UNLESS OTHERWISE NOTED.
VfofNi T Y M
3 'i T ,ems
INL:LEX
COMER SHEET
WATER AND SINNER LAYOUT T�
col
WATER AND SEWER -LAY UT
l STORM LAYOUT
CO3
�
STORM LAYOUT - -
EROSION CONTROL AND SEDIMENTATION - _ �
�
1'04
- __ C05
EROSION CONTROL ROL AND SEDIIV"ENTATION
00'S
PROFILE SHEET-MIL.WAUKEE" AVENUE
C07
PROFILE SHEET-OHIO STREET
C08 I
_ _
PROFILE SHEET -TIMBER RIDGE COURT
Cog i
PROFILE SHEET-BONAPARTE - -
C1 Li i
PROFILE SHEET--TIMBERFALLS
�-
PROFILE SHEET- GLEN CASTLE LANE
Cl 2
PROFILE SHEET --Iv c ETRIDGE WAY
C13
PROFILE SHEET --SS EASEMENT 3--2
C14
PROFILE SHEET -SS EASEMENT S-3 &MIS 0N. HILL TW-1 Cl5
PROFILE SHEET ---STORM
Cie
DETAIL SHEET --POND A
DETAIL SHEET -POND B
C? B
_
DETAIL SHE -ET —POND —POND C
DETAIL SHEET-PWC
C20
DETAIL SHEET--PWC
C21
---
DETAIL SHEET --GENERAL CONSTRUCTION t EROSION
C22
SITE NOTES
1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY ACID RESTRICTIVE COVENANTS
OF RECORD.
TAX PINS- 0404-13-7965
0404-02-5266
04-03-7535
2. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER
GOVERNMENTALLY RECOGNIZED HORIZONTAL CONTROL MONLIMEN TATION FOUND WITHIN
2,000 FEET OF THIS SUBJECT PROPERTY,
UTILITY NOTES
1. OCCUPATIONAL SAFE T Y & HEALTH ADMINISTRATION REGULATIONS IONS (OSHA): CONTRACTOR SHALL ENSURE
ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA
GUIDELINES.
2. UTILITY LOCATIONS:
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON TIDE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATION OF ALL. EXISTING UNDERGROUND UTILITIES. CALL CAROLINA ONE CALL (PHONE
1-800-632-4949) 48 HOURS PRIOR TO EXCAVATION.
B. COORDINATE WITH U T II ITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH
THEM TO REMOVE CONFLICTS.
C. VERIFY LOCA 3 !ON AND ELEVATION OF EXISTING UTIL?' T IES BEFORE CONSTRUCTION BEGINS AND
.. C Ot7RDINATE WITI : THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR
UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE.
3. ALL I'II ERIALS FURNISHED AND INORK PERFORMED SHALL BE IN CONFORMANCE WITH THE TOWN OF
HOPE. MILLS AND.%OR PUBLIC WORK4 COW -MISSION.
4. ALL, WATER AND SEWER MAINS. LATERALS AND APPUR T ENAN ;ES SHALL BE TESTED IN ACCORDANCE WITH
PNAfC TECHNICAL SPECIFICATIONS.
5. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE, SMALL HAVE GRIFFIN PIPE "SEWPER' COAT OR
PROTECTO 401 LINING.
i' B- THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING
INSTALLA T ION OF NEW WORK.\
PROPOSED
ABBREVIATIONS
ADA = AMERICAN WITH DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LINE
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY
FES = FLARED END SECTION
FIFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GB = GRADE BREAK
HP = HIGH POINT
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
LP = LOW POINT
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
PROP=PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
RNV = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
TBR = TO BE REMOVED
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ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Larry King & Associates, R.L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305 NC FIRM
P. [phone] F. [phone] LICENSE C-0887
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I ---ALL PIPE SLOPES AND LEN 1 S AREE HORIZ NT IL
DISTANC-=ES T O CENT2:r `or ` E.
2. CONT`RACTOR SHALE. REN110 E ALL SEDIMENT
FRON11 POND 1.JP®N C0N!PL T 10N off=
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3. SEE EROSION N1_R PI. AN (SHIEST C705). FOR
RIP IRMP OUTLET CONTROL ROB_ DINIEKISIONS AND
SPEC SFAT €I' S.
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PREP crP <�3 _ TINE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
I �q _�
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sNSPEC T IONS; CERTIFICATIONS, EQUIPMENT, ETC, THAT
POND SA Re 'd -..9,9�3sf
MAY BEE.— REQUIRED.
POND SAPR 9 _= 1 0091 sf=
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ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY
POND ° PR'IDED I 3.719 d
OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE
REQUIRED F OR A COMPLETE AND WORKING SYSTEM.
POND CONS T R NOTE
,
THE EN GINEER AND / OR OWNER DISCLAIM ANY ROLE IN
ip SEE SHEETS 017.C18 & 019 FOR POND
THE CONSTRUCTION MEANS AND METHODS
CONSTRUCTION DE TAFLS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN
THESE PLANS.
IN THE EVENT THAT GROUND iATER aS
4.
CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF
ENCOUNTERS DURING POND
DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
EXCAVATION, TECONTRACTOR SHAD
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
PROVIDE MEANS REMOVE
GIVEN TO THE ENGINEER UPON COMPLETION OF THE
_TO
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ROU a -
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PROJECT WITH H A COPY OF THE TRANSMITTAL LETTER
TO COMPLETE E C , _VATION,
T THE OWNER,
S.
IF DEPARTURES FROM THE SPECIFICATION OR
R 3T
* INSTALL RE IRL.D 1 THICK CLAY
DRAWINGS ARE DEEMED NECESSARY BY THE
LINER. CLAY LINER SHALL BE
CONTRACTOR DETAILS OF SUCH DEPARTURES AND
COMPACTED SUCH THAT THE
REASONS THEREOF SHALL BE SUBMITTED TO THE
INFIL T �ATI'ON DATE IS, NO MORE THAN
ENGINEER FOR REVIEW. NO DEPARTURES FROM THE
,01 IN/FIR AND SHALL BE TESTED BY A
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE
GEOTECHNICAL ENGINEER T O VERIFY
WRITTEN PERMISSION OF THE OWNER.
THAT THE COEFFICIENT OF
6.
THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE
PERMEABILITY MEETS OR EXCEEDS
PREMISES FREE FROM ACCUMULATIONS OF WASTE
REQUIREMENTS. RESULTS STALL BE
MATERIALS OR RUBBISH CAUSED BY HIM, HIS
GIVEN TO SITE ENGINEER OF RECORD.
EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE
REMOVED FROM THE PROJECT SITE ON A DAILY BASIS,
7.
GEOTEKTILE FABRIC SHALL BE APPRVED BY ENGINEER.
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STORM OR€ DRRAIN STRUC `WRE SCHEDULE
STORM DRAIN PIPE SCHEDULE
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TYPE
NOTES
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INF 7 " ' UEN ND
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168,21
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100.06
30
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167.83
167.53
7
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116.98
36
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167.03
166.68
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171.52
36
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165.98
165.29
9
10
188.43
36
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165.29
164.54
10
11
1 50.89
42
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164.04
163.94
11
12
1 28.10
42
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163.94
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106.42
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163.85
163.48
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163.48
163.18
14
15
281.80
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162.68
161.83
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49.78
48
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161.83
161.69
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17
28.97
48
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161.69
161.61
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19
68.46
54
0.20
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160.98
49
5
26.42
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0.35
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173.61
173.52
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25.67
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173.67
173.58
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26.68
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171.79
171.71
116
117
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163.58
163.23
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162.48
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173.43
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173.17
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173.00
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173.57
42
43
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172.91
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44
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171.66
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171.06
45
44
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15
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173.07
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53
135.55
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172.42
171.91
53
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171.61
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171.07
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168.43
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167.36
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112
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127.45
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132
131
131.83
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169.07
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85
231.46
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169.07
167.91
85
86
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24
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167.50
167.41
86
87
355.96
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167.41
166.06
87
88
87.54
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165.21
88
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354,14
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163.79
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27.26
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159.39
110
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26.42
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165.82
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167.14
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104.97
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166.72
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100
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101
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165.89
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166.74
105
106
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167.06
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115.59
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166.65
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332.98
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158.23
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157.83
102
103
73.34
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157.54
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126
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156.70
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127
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BARBARA M. JOHN\ISCIN
DB 2574/697
0404-04---3665
70NED R6A _
�s
REVISIONS
GRADING 8 DRAINAGE LAYOUT
V` A L L E EIN' Im')
1
�c►rgrsxi ROCKFISH vDu ,r: COMBERLAND j
STATE; NORTH CAROLI A! I
PROPMy NSF: i:� T 4 �- ES.� UAr"a`E; INC
-�
ENGINEERING - SURVEYING - DESIGNING - DRAFTING
Lard King & Associates, R. L.S., P.A.
P.O. Box 53787
1333 Morganton Road, Suite 201
Fayetteville, North Carolina 28305
P. (910) 483--4300 P. [phone]
www.LKandA.com NC FIRM
_ LICENSE C-0887
DATE: 5-24-2012 suRv€Ym BY:LK M= Boom N/A
Scum: ' "-100` imun ar: J N gu °. P 10-118
1 --
CT-P
CM CLOSURE BY: NIA DRAVMr. No. C04 of C22
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HEIGHT
NOTES
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4 ,' "?£`r iS'{f x ye-10
S CON' � 4t Pot
24 0.l.r.
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�-:!.� , f �:W,01vN lAt �- _T CALiPER HEIGHT NOTES
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contractor r
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extension
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Reference: Manual for Designing. Installing and Maintaining Skimmer
Sediment Basins, February 2001, l.W, Faircioth &Son
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Reference: Manual for Designing. Installing and Maintaining Skimmer
Sediment Basins, February 2001, l.W, Faircioth &Son
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AS;i k LY AND INSTALLATION
1. Os,e on the 4' inlet extension to the tee on the inlet, Into@ the vent
2.6 _e the 6' lang Y sch 40 barrel to the &' coupling on the hose.
3. F,r the other end of the barrel into the socket on the inlet extension and tighten
the saews.
4„. - the orifice inthe plug, put the plug in the inlet, and tighten the screw. Close
'he tor.
5, C-. a trench in the bottorn of the basin ]'to 2' deep under where the skimmer will
be o,jced. it require, Place a support under the skimmer outlet.
6, h-och the 4" coupling on the hose to the outlet structure.
7. A-1 lch the rope to the Tee and other other end to a stake on the side of the
I
8. ,_-a fence post, I rot 2, on the opposite side of the barrel from where the rope Ts
tie-_ a stake to keep the skimmer in olace.
NO; E rut the skimmer where you want it to settle to the bottom and rive a metal
fe ee post into the ground on the outside of the barrel {away from the side) 2' From
the +rat 10 hold the skimmer in that place. Make sure it is high enough so the barrel
d,es iof float over the top when the basin fills. Posts on both sides of the barrel are
net recommended because it wit prevent p•vIl}ng the skimmer to the silo for
n enonce.
NA, .ITFN,1,-4CE
• -K ' If the inlet screen Clogs there is water In .he -n tugging on the
AS cog bast , ugg g
•'pe several times will usually wash the trash off and restore flow, If not, pull the
-el to the side of the basin and use o stick to clean the screen, open the
;-reen door and remove any hash or sediment inside so grass or trees do not
ow -n the inlet.
. ; _DIMEVT ACCUMULATION AROUND THE SKIMMER: A shallow, long basin, using
_miles and inflow in the basin of the apposite end from the outlet help keep
,=dirrenl away from the skimmer. If sediment restricts skimmer movement, pull
-a skimmer to one side and excavote under it.
. CE: Try to keep ice broken up at the inlet crd around the barrel to keep water
°,wnrg, making sure it less likely the inlet will freeze. Spray painting the float
c ack to absorb heat is recommended. Use paint that will stick to PVC.
. -ANGLING THE SKIMMER: The skimmer is make of plastic and will withstand heat,
_old and sunlight but it needs to be handled by hand, not grobbed with a
3ckhoe bucket and moved around, especially in cold weather. To remove the
, mmer, disconnect the hose first, then disconnect the barrel from the inlet
connection- DO NOT try to pull the sklmmer loose with a backhoe.
. , ANDAJSM: Keep unauthorized persons that may do damage off the site. Do
,,t proude rocks close to the skimmer if possible. If possible, iating other
_onsiderations into account, position the skimmer out in the basin away from
•-a ba^.'rs to decrease the potential for a successful hit.
SKIMMER DETAIL
ALL PONDS
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Scale: NoT fo Scute
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\ \ J tir'' �� f/h ' Yr r Jr -_ -
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GATE\ TO BE Fl ELF - _ - - - _-_ - � . - — - t 1 � . ram, , {
- - - , -
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POND C INSET
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164.0 •-------- --.._-------- _.
- --- ....-------...
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.----. ...'-'-- ---'-------------------- _-.--------- ----------.---....__.._ .- -- -._-_..__._....-_-
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...__.._. _..I....__.
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-
- -
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164.0
1610
TOP EL
163.0 ;-- ---------- --
-
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100 YR. STORM EL. --__�-
- - - - .- -
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- - . - __..- .. ._ .. - ._
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- ._ .. - - . . _.._ . _ - . ._
.. ----- -
153.0
1620 - ------ -
------ .. .. . ..---- --
- - - - ---
Tt]RAEL . I -
-10 YR_S ' 2 ----- - -
- ._ _ _ —
_ -
- -
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162.0
161.0 t ------ ..--- - ---------
1
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TPE-160.5
-
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160 ___---------------
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56.0
'1 57.0
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5ED. REEMOVAL-154.0 r ------ .. -- -_--------
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-- ----------- - -'-
--- - - --- '
SEDIMENT !'+�i %
TO 54.
1 :.
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- -
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--- --1 54.0
POND BOTTOM 153.0 -- -- ... -
- -
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/
. ..... -
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-
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- ' 51.0
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-- - -'---- ' --- ----- - ---------
_ - - '
-----------
. _ . . .
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—
-- __-
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-
1 50.0
1 PLANT,/da S.I - 2�' O. = 571 PLANTS
-0N7. f P ot
1
24" O.G.
.Q'VT.`s' rlOt
24" Q.C.
1 �,3 P .L
i
24' O.C.
^Cr; ;_ r _ Gci.
11,9"--24"
24" O.C.
00NT. ` 3 Gq _
1 B"-24"
24" O.C.
CON i . 33; 3 C_,,
i1 B' —24"
24 O.C.
1 PLANT/4 S.F. 1,24" O,C.) = 531 PLANTS
ROOT
CALIPER
HEIGHT
NOTES �.
CONT.
� 4rr Pot
p4 t
24" O.C.
24" Q.C.
O�
zJ"
—
24 O.C.
CQ1j ;.
3 4 Pot
C:vly
4"o+
_
24" O.C.
0?� �.ry
" Pot
24" O.C.
ND A MINIMUM OF 10" DI
WERAN PLANTING SCHEDULEPOND C
1
POND C CROSS SECTION
Scale: Pof to ca e
%`%0%,%%l I I toloij,"'11"
\�tal%e, �R 0 '1
L.,`�F551A
11914 E u3 —
='0 ''�yVVVVJl ��+```
C' y, w _r/
REVISIONS
t ",-. a ;
V A L L E _Yj Em N" D
TCIPI+TSEZIP ROCKFISHI _._..,_❑❑_,_,_ .,-._- t Y -.. __ -. --- f_ _ �3 � k .,.-- -,.-._ _,._ __, _.
STATE: ('j () f\ i V _y fit_ 1
,.,__...__-_---,_._._.�.--_-._..._.__r. r`-.� ` .,.___,,,-_____..___-,..__--_.__...____...,__.
PROPURM OF: � . :_p,AF.'- _ F ,(
. :'a.;
1 . 1 It
L0rc ,1_r,
- . € i �I ,r �%,.3'-'+!'r301 �, ; 1 Ifi:' 'is'! v_•r'¢' � 7 D J R►y
_,,.-----_-m'�n. 2f ...P-,-....e.__,.-.---._-,_.._:.-_�_._,---:_.._.._..._.._.._-
Jh_...: 5-2`2, _.: I�_ �71:1r`immz, J;:._(\ I -m-T � .ROOK: N f 7
_ r- ;_I'F. _._..,-y.-,..... �`_-�..R" i'k a+: •; ........-..-- Y am ' ^ - i i v - -
.
3't'i.-may tt .:fv.iii± ;;•�. -..,y ' ^--.,____,.-_ - -., W.__.....�.�..:,,..- ___- .....----. 1 ..-_ !11•+
1 D A INBTr W, C 19 of C122
- I ;' 11 1 r + 1 I -I z -�r - t r T T. * -•-• T' z F ! I . t _ .,
,. I i 4 I. 1, r ! %I 3I aI 1 r+ 'p 1
I i
1 j i3 I. I + I ,1 II 1 ( f r l S rf't 1 J1 a 1(.r 1 J I I ' 11 ,1,� !} 1 r F'. i,�.
1 4
11.. �fRrrr- f %- 4(r�+-/r It +�1•i;j < r F+'
. ,M .I h. . r,4. � , L ., .4 'E.'. I'1. Sk 'r..15., .. r ,h I1 Lw1 1_, .is•3 L>we 1 ; I.. 1.: a'l
I .. . , 1 !'I! -. - .. - .. _ V �" I'I• w .T .. *r,'is �1. y+'.3 r- r t1"; I ' -r;r l•rr

_ i 1'1 `.. _... _ _ _- ,.' S s .. i r, i J.,'''a" _ 7 :..� ? _s l i k ' 1.' i '.. �.i� 4 1'
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ill
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1-1
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N
F
GENERAL'NOTES
I . ; wIE CSaN T RAG;T`OR SHALL. WAVE A COMPLE-rE SET OF CONTAAC' T DOCUMENTS AS WELL AS ALL APPROVALS ON THE JOB SITE AT
A' L T MESi.
2. CO€ S T RUC: T ION AND MATERIAL SPE It=1CA T IOINS SI•IA I_ CONIFORM T O THE CITY OF PAYE T TEVILLE AND NCDOT STANDARDS AND
wt ',ai. lira c! t 0 N S.
3, IT IS THE CON T RACTOAR'S -?ES PONSIB LITY T O ACLU: LATELY L.OATE: BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING
UTI€..i.TIES PI?iOR T ::: 1 HE S i F RTi OF ; ONSTRI IC-TION fkNCv ONE G:'<U CENTER ,-WO-632-4949). COST TO REPAIR DAMAGED UTILITIES
SHALL- BE BORNE BY THE CONTRACTOR. ANY LOCATION OF: UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE
EVIDENCE AND DI? %VV!NGS is PROVIDED TO THE St IRWEYOR. LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES MAY
VARY t=Rt !"0 LOCATIONS SHOWN HEREON, AND ADDITIO=NIIAL SURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY
CO !PANIES : C-R i.N'POR*vIATION' REGARDING BURIW'l� U i II.-ITiCS:
4. CON-1 RACTOR SHALL BE .RESPODNSIS'E F•OR THE RE'Cr01-4NL :CTION OF DIS T URSED UTILITY SERVICES ENCOUNTERED WITHIN 8
H;_.:URS OF IN ;'s=RR1UP-TED SERVICE. CONTRACTOR SHALL NOT IFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF
SI=ROCriE.
5. EXCIEPT AS SP�C',IF:C-A""'L': STr ''EU OR SHOWN, THE SASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: EASEMENTS,
OTHE . TI AN T r;0.'E VISIBLE DURING FIELD EXA-MR-J'ATION OR AS .N DOCUMENTATION PROVIDED BY THE CLIENT OR ATTORNEY,
BUILDI= G SE-. T BACKS, RESTRiC T IVE COVFNAN T , ZONING OR LAND USE REGULATIONS AND ANY FACTS THAT A TITLE SEARCH
MAX DISCL.OSF: .
6. k.1- DISTAN;C,,Ev; SHOWN ARE HORIZONTAL GROUND GIST ANCES U,114LE-SS OTHERWISE NOTED.
7. PROPOSED SUILD!NG S TBA KS J .RE_ AS SHOWN HEREON, IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES OR
IIYI1ROb`i.=IL+IFI e S P _ACED vN 'I ;I a SUBJECT r`�R�PIWRTY'_1S - COIjrl3'LYJITI- RIS V RICTIVE d��^�VENAN T S, ZONING, DOCUMENTS OF
R,.
rECORD GerOVERNING SUCH HYPROVE-MENTS AND ANY ai.N SING AGREEMENT BETWEEN THE DEVELOPER AND THE
{
'. IF �,%-'E TdAND AREAS ARE- SHOWN ON TH:S SI IBJECT PROPERTY, THOSE AREAS WERE STAKED AND DETERMINED TO BE SUCH BY
0: i'fr•RS, 1'I IE SUlRv'E 'ORS C'En t F,CA 11C.11`41 I €ERi-ON -,Et T IF"ES•Y100 TI �E LOCATION �. F THOSE AREAS, AS STAKED BY OTHERS,
T c _ p [ ! th f ER Cam`, E � !l C ViSl �a I PLATTED i ED �i..-i'{EON.
BUT �v!'a�t: l Cw';� �.���i• }tii� :{,�`slE 't ��R' ^ '.+%'�L-ra er C,� �!'Nli.s L d�c HEREON.
1ACr=0E OiM30,SUBSURFN,N'A-N�?�T1RNED OR C'ONSIDE'RED DURING THIS SURVEY, NO
STA._"_EM5E,NT IS MADE CONCERINING T F1E EXISTENCE OF (UN 'ERGROUND C;ON I AINERS, WHICH MAY AFFECT THE USE OF THIS
i RA=�"I-
.sF THE E BASE StIRVE4" IS LASE" ED "Z1:":.RO LOT LINE. ;'��`tERF. ARE, IN ADDI . Ia;l I TC,� OTHER EASEMENTS SHOWN, MAINTENANCE
S . l ; : ' ' f, �' ;t • rm AuE v EASEMENTS SEEING € I"i=ET 3[�! `�IDT'-I €ail; UNLESS OTHERWISE NOTED 5 I"1=ET
,.._AS_�I �I . S ON ILL..N . __RiO . L` . L 1'1%4'-a.., SAG E
EACtH SIDE OF SAID 1€4TERIOR L01- t INE.
12, IF THE- SIRE ET.S AND ROADS- SHOWN ON THIS NIA ARE LABELED AS PRIVATE STREETS, THE FOLLOWING NOTICE APPLIES TO
T I .C)SE S , RF , S: NO PURL+C AGEI�-'CY IS r-F'Z SEN?TI..';' RESPONSIBLE FOR MAiNTENANCE OF THE PRIVATE STREETS SHOWN ON
THIS PLAT. PR!'VATE STREETS ARE-- FOR THE USE. OF ALL O�NNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND
AL< REPRESENTATIVES OF G,O VYR MENTAL AGEi 0ES FOR INGRESS AND EGRESS, AND FOR THE CONSTRUCTION, INSPECTION
AND s'A.,NTE'NAi CE OF PUBLIC STREETS, UTIL T iEryS, AN.:� DR.AINAGE STRUCTURES. T HE STREETS ARE THE SOLE RESPONSIBILITY
OF Trill=; DEVELOPER AND,ORHOW]E0`P-,•NERS ASSOtCLK'1101'w.
i3.0. 1, T RACTO : S TALL. VE R?I' :r EXISTING ELEEVATIONS AND GRADES IN FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES
#=alga TO ANY C 0;<31 rRUCTiON OR GRAD,IN(a AGE 1';V1-rY.
14.C'ON T RAC.TOR S-H LL MAKE: 'EVE';V( EFFORT T O Sr,VE PROPE.RPT -'RONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES
�F R EFIE :N CE �•y NS i : TI`�N S T AKE ��. PROPERTY IRONS, MONUMENTS AND O T HER PERMANENT POINTS OF REFERENCE'
. t`�i�r t_Rlt�l.,.� Af'a� GO:��....�i_C >� ,
DES TRO`iED Bar THE C'ON's w T;�R SI~�Ai L B:~ REP_LACEi j BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
I ,t�Ch�sT ?r�1CT;.>}R S �A>-L INS`I"�iLl_ AND ��AiN €WN MI"ASI}RES gay NECESSARY DURING CONSTRUCTION FOR EROSION AND
SEl IEN T "TON ^,`t f RrOL AIND S= Ai L A-!.- ALL 1EAr;EltsE € lD s �� EROSIONAND SEDIMENTATION LAWS AS PRESCRIBED BY
THE. <(; DEPART WENT OF ENVIRONhilENT AND NIATURAL RESOURCES.
t+ I' G:'r D t9 :^ i t E. C- e .` i= `: '1"f' 3 I r r B t ti I 1. Ir r I , r P -i I?I E CL,MEi RAND COUNTY CITY F AY V
.,r..Aa�� ,�.�-. _ter = .,mow. <=..al`� SHA-.._. �.� ..� A+�.� �I?�ANCa.. `~`�, t I-� �- �a.. L G , C Q F ETTE ILI.E, AND
C fb T i�T NDP'ARDS ANO SF'`ECI FICAT;ON .
R 7.00CIjPAT30 4AL SAFE T V & HE — T3-; AM41NIS T RA" �0,�1 R 'GI�L . T ICtl s (OSHA); C:C)NTR!.CTOR SHALL ENSURE ALL CONSTRUCTION
T _- DIES PROCEL� ;`3C€�i�r D:NG T=� THE LATEST ES OSHA GI�I:`DEi.-ENiZ
1 ,"A0E_ iC'AN WITH 1SABIL STIES AG.T 1-.DA): CONTRA C-11 �R SHA L ENSURE THAT ACCESSIBLE PARKING SPACES, ACCESS AISLES,
. i3.?6rd ate. i""t.. , i Y i ,
AwCESSEBLG RGUTe~S TO ALL ACC, -SIB--E BUM DINGS (AS DETERMINED ERh�INGJ BY THE OWNER) MEET THE CURRENT
PIII�iI vsEs : f?.cCt�LA T !ONS AS �-�L,-T[ INE0 #N THE ADA S T AN'OA.RDS FOR ACCESSIGI-E DESIGN. IF CONTRACTOR IS UNABLE TO MEET
Z.., F^"t j r y-L.l" ',�, r- r S,� + t� "v ^t
THE d I.i RREN"r ,k=',INI,y� �'Io REC fig A T ONS ,�: CI 3 = _ INED IN = r ..E ADA STA= _DARDS Qt ACCESSIBLE DESIGN, FOR ANY REASON, THE
(C+;:�, z- 'f .s�C['�T*,O� R SHALL.
NOT:I Y ?LARy'€R�Y KIND:, r�,?�aD ASSOCIATES, RLS, PA, AND, THE O�tl NEERiDEVELOPER, IN WRITING, PRIOR TO
a.+O`=t�Fy.�t';:'.'e4. I VtG ANY r�,rONS ! RI.✓CT6*, NN ACT WIT :-.sty":=. .
MISSION HILL
i aJAlt I�
�SRO tr~4"N- SH,C'jL'�ER S'E�,TIION1
CO�CETL PLAN O SLY
! Y-1teS LiRf":11:!€ 'u' IS FiOi f: t+...F"S a I. rGD SUR"VEY %:FV4/
NO RELIANCE IMA`;`' BE PL.Ar ED IN IT S AC'CI.IRACY-
TI e1S DRAB}L NG Naas NCB' BEwIN RE4,;EWED' 6Y ANY
GOVERNMENTAL AGE€ 9( FOR COMPLiANGE WITH
ANY APPLICABLE L,A,ND DEVELOPMENT OR OTHER
,EGULATIONS_ EXISTING INIFORMATION IS BASED
Ott, CUi+ BERL AND COUN Ty G.LS. DATA.
2y
-1 1
1-1
Of Of
�'n n'
25.0'
2.0
11.5'
1L'
2.C''^
1 4 PER FT.
1 4 PER FT,
1
1/4" PER FT.
(TYPICAL)
24"
2' SF9.5A 9" STBC
24•
ROLL
CURB
PAVEMENT
ROE_
CURB
TYPICAL ROADWAY SECTION
TYPICAL ROADWAY SECTION
Scale: Not to ca e
> MEDIAN OR
CONCRETE ISLAND FULL VERIICAL
C7
ExSPAItSjawIDN g
FLOW UNIE -7
ca e: Not to Sca e
STD. MOM FRAME,
GRATE MID HOOD
A
L]tSPAN510N ,)DINT
}
I 810'-0'C 3'-1 1/2' 1 10'-•O' A
PLM VIEW
10'-T S-1 1/2' 10'41'
SE S'TANOARD NO. B40.01
t.ROLL CURB
a _S1.'
N.T.S.
TRANSITION AT V
ty a-
'1� 'I t1
SECTION - Ili
N.T.S.
T an" t6w" TANOARO CATCH SAS!r,-'ANSMON
1011 MR
FOR 24" ROLL CURB AND GUTTER
t NOTE: THIS DRAWING IS BASED
ON A 5" OPENING ON CATCH BASIN
STANDARD CATCH BASIN TRANSITION
FOR 2411 ROLL CURB AND t
Scale: Not to Sc-ale
777
24',OY;-RN/ k C JEER _
WS
INIM --' = ,
Y r~-i m
RM
GENDIX NDTES:
1. CONCRETE 11it5E5 TO BE CLASS A' (3000 P.51) PLACES ON A nRM FOUN11M.
2 FOW ARE TO BE USED FOR THE 0OI511ilIK FL OF THE BDTMM SLAB.
3. ALL MORTAR JOtl M ARE TO BE 1/27 t/87
4. ALL EXPOSED =15 SHALL BE CONC/LVE TOOLED.
5. CEMENT MWAR SHALL BE ASW C-270. TYPE V.
6. JUMBD BRICK WILL BE nuf a. CO wri: BRICK oR 4" solo
00KR TE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
7. FOR W-O' N HMIT OR LESS USE B' WALL. MM 8'-0' IN how USE
12' WALL TO 6'-0' FORM TOP OF OLL, /Am 8' WALL FOR 1HE fB:ItA" 6'4%
& ALL JMTICN BOXES OVER Y-B' IN DEPTH 911ALL BE PRUMLDED WOH
SVS 1'-2' ON CENTERS.
9. WVW13 5iAll BE SNAPPED TO FORM A SMOOTH, REGULAR SURFACE,
1/4' R 8' L]tP..{f.
r•ru
I M'
11111111111
s'
ftI
11
1
it �'
Z'
OPEN THROAT DROP INLET
Scale: Not to Scale
GENERAL NOTES
SEE NCDOT DETAILS 840.00, 840.01, 840.03, 840.04
BEFORE YOU DIG
CALL 48 NO= BERM
I'M DO
om_4" cam M
TEMPORARY SEEDING SPECIFICATIONS
1 n-m-n*_Ry SEna fa mc-om EwwC*� mON- a. Fc LA a �vz �.? �raf3 EARLY sPRtt.,: PERMANENT SEEDING SPECOCATIONS
FOR WELL -DRAINED SANDY LOAMS TO DRYSANGS• LOW
I
a"EFUNG MIY:rURE: I
MAINTENANCE
PURPOSE
PURPOSE
Rye (g;aril- 120 lofacra To rodum vmsro!e and decrease sediment yield ham disturbed areas, and to
MMMRE:
. nnu I Le sa - 50 ir'anra n�^
n a srsdc x perr::ancniiy ss..iriza such areas In a crammer the: is economical, adapts � site
I
Pensacola Behiagrass - 50 Iblacre
r
To temporarily stabilize denuded areas that will not be brought to final grade for a period o,
k' e H
-Omit annual lea edez� � .en dur2.,cn of ten?p.. i ���e is not to extt:nd £;+ a J s ,c .pnditinns, end alirvs selecilon ... J?e mast appropriate Plant materials.
P t
Serioaa lea eza - 30 ibfacre
�
more than 21 calendar days.
I I
Common Sermudagrass -10 Iblache
SEEDING DATES I ; mreas to Lie ambiIfited with parmar,ent vageiallDn must be seeded or planted vOlthin 15
German millet- 10Vatxe
Temporary seeding controls run off and erosion until permanent vegetation or other erosion
Mountains - above 25W fi.: Fab. 15 - fvlay 15 wa-idng days cr 90 calendar days after anal grade is reacted, whichever perod is
control measures can be established. In addition, it provides residue for soli protection and
bards 250n F : Fab. 1 - rvtay ; shorter.
I I.
SEEDING NOTES:
1. Where a neat appearance is desired, omit series.
preparation p production from bare sail
seedbed re rdtian and reduces robfems of mud and dust
Peidmoni: _Ian. 1 - May i l . QLA. ti; BET.f_ L-TiOG�
2. Use common Bermudagrass actin on isolated sites where it
surfaces during construction.
::mortal Plain " rt-.�'. ' - °ki7r- "5 ? See table at right. Use mrfi!iad seed for por"arent savdingvfienevar possible.
cannot become a past. Hennudagrass may be replaced with 5
Ce!C;r,'d seed is bvspectod by tine North Car !ina Crop improvement Associagon.
Iblacre centEpedegraw.
SPECIFICATIONS
SOIL_ AMENDMEM-S . r_.absling a# non -certified 5@ ,' !s regt;+red b; taw.
Fallow iecommendstlor:S c4 sot VSt or ap;!y 20'f1'; ib.'acrs gourd agft!ft si iImeri(w* ar d 7 5 • ib/ac e i
SEEDING DATES;
Complete grading before preparing seedbeds and install all necessary erosion canto, F
10-10-".-'l fei!@iaor. etS,EDDED PP_-t A!!AfICN
1
Apr 1 - JWy 15
practices, such as dikes, waterways and basins. Minimize steep slopes because they make
. lnstsil edsssar, mechanlca€ erosion control lnracdres habre seeding, and wmoa a
I r acing a cv ding to the approves
SOIL AMENDMENTS
seedbed preparation difficult and increase the erosion hazard. If soils became Compacted
MULCH , 1 g pia .
";a. j. -r t _w `F� a;ek.
Apply Jima and fertilizer according to soil tests, or apply 3GtS0 Vacre
during grading, loosen them to a depth of 8 - B inches using a ripper, #farrow orchi�l platy,
- r T rari?c v . ss it na .t:Y ��r r mLil& riche ,q :[:et- A _
Apply 4£O 7 ft;acra s ARGf i� s, a bye Fv d , a g 8
l V i -ina er" tiN.lbzer r.8@da st`witld he determined ry soli ass+.s. >P{hen soil tarts era not
ground agricultural fimastona and 500 IWaus 10.10.1g fertilizer.
�' o ;rU{d'1�
with blades set nead �i;Yt can ba use., as - 9 *.act.
i y 'T' i 1 Fttiz:llahl�, fp!lfrrY colas suggested an bbl@ rl rigr.L App'.iaa`JCn reies aausaltf fall into
Liming -Apply lime according to soli test recommendations, If the pH of the soil is not known,
1 1 " hire Fwr; �-'-y rarges:
MULCH
an application of ground agricultural limestone at the rate of 1 to 1 Ys tonalacre on
I MAW'ENANCE» I s -Ground aghcu!t.rat :imestano
Apply 4000 Vacre grain straw or equivalent wvar of another
coarse -textured soils and 2-3 flan a on fin it II dent. I
s! ue a textured soils is usua y wffi Apply
F?efeebtiza I. grov,lh is n,t €L1ty -adequate. R.ssneJ_ mly:W !!ze .rnri rr?;i!ch imrnSdiateiy fG!Sor+. n.g ear. sidr. or 3 Llghv=._mured, sway soils: 1 - 1 722 ton-Vecre
1
suitable mulch. Anchor by tacking with asphalt, roving or netting or
limestone uniform) and incorporate into the to4-6 inches of soil Sails with a H of 6 or
y P p
Oih=' canter;&. I Hlwvy=texturad, clayey soils: 2 -3 ionslaare
by crimping with a mulch anchoring tool. A disk with blades set
higher need not be limed.--_-�
�- - a.�_. - __- _ -, -l'arritizer
nearty straight can be used as a mulch anchoring tool.
Graaaes: 8C6 -t"e0G ik lr ra f 1t}tb"-D (or Diva ant)
TEMPORARY SEED;Na RP'rCvtAhq[Nl'jATl0?'8 Ffln FALL , 1 ( aq
I vrw�F egume m+xlures: o-7o-�i2CC Vacre 5-1C-10.
MAINTENANCE
Ferfilizer-Base appfication rates on soil tests, When these are not possible, apply a 10.10.10
1
Refertilize the fallowing April with 50 lb/acre niboW. Repeat as
grade fertilizer at a 700-1000 Iblacre rate. Both fertilizer and lime should be incorporated into
S7EDINO MIXT;!R!=: : r•�py;y time and ?erti!izsr ev::riy a^.tl ir,;,ufpp:'a Inie the ;cP 4-& ir;cnes of so!' b,
growth requires. }Aey be mowed only once a year. Where a neat
the top 4.6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more
Ryv rain)_- 120 iblacn3 1 j d'.sts-._ ar =liner su:t3bls .^mare. Ooemte ma ,h!nsry on the conf tm Wher, using a
appearance fa desired, omit sane" and morn as often as needed.
then 30 rllinutes before application.
i ; nyd seed_,, apply lime and ,s�iizvr to a rcua F, loo e sumacs.
wEEl7itC DA-FS
REFERENCE - NC Erosion and Sediment Control Planning and
Surface roughening -If recent tiflage operations have resulted in a loose surface, additional
Mnuntains - Aug. 15 - Dec. i9 1 1 Cofnplatn saerhed areparadan by breaking up;a!ge dolls and raking Into a smooth,
Design Manuel, Table 6.11t
roughening may not be required except to break u ( causal the surfaces
P P midi clods.
Peidmont - Au 15 - Der. 30 :'06CLm tturiece (stccea iwe than 3-1). Fit; io or level dspressioaa that wn collect
8 i
RIFLE POORLY DRAINED SOILS with GOOD MWl3TURE
s ong, rtl
to become sealed or crusted, loosen it just prier m seeding by disking, reidng, harrowing, or
Coastal Psin - Aug. 15 -Bed 30 I I-'a"er- e: cadCes, seers ln.;a a f ssir;y aossnad scedhetl That has nc been sled by
rxinlall,
T1
t7ETENT'iCld: LOW MAINTENANCE
other suitable methods. Groove orfunow slopes steeper than 3:1 an the contour before
l
seeding.
E
SOIL AVIENDVI_N` S f h �Hl�
I MIXTURE:
Follow iea;mrnandatior.8 of soil test or apply 2.TJ.'C ;b/a:r^ around Rgrio;iturai:i, astc;?a and 760 lrl�;e t The use of an epnroprate mulch will help ensure zststfthment under normal
Tall Fescue -80!blacre
PLANT SELECTION
{ 10-10-10 fertilizer. ; wmuf,icra and i-, sesantiel to seeding sucrass under harsh site conditions. Harsh sits
Pensacola Bahiagreas - 50 Ibracre
r_V didona include:
Sericea lespedeza. 30 a6/acre
Select an appropriate species er species mixture from seeding tables at right.
MULCH : a£-sirP9s siespa,than 3:1
Kobe lespedeza- lit Iblacre
Apply 40L•01b/acrs suet''-. A.nobar atra•.,eby tac ],-,g ;vlt'. aspinelt, ne 'f;r3 ar a nru!c;h a,d?c!ing toni. A dial( i t-mceaa'r,aly hat rr dryweatrw
SEEDING
wilt: blades Get nr ody straight can ce used as a mcncUng tnoL I -ed rsrss sot- (sbsl!cw, rocky, or high in Gay a sand)
SEEDING NOTES:
Evenly apply seed using a cyclone seeder (broadcast) drill, cultipacker seeder ar
I -areas .w;olving cm ertratsd water flow
# t
MAINTENANCE !1
1. From Sept. 1 - Mar. 1, use unscatified sedoea seed.
2. On poorly drained sites omit sedcee and increase Kobe to 30
hydroseeder, Use seeding rates given in tables at right. Broadcast larding and
l.' me area t., be mulched i5 SUh1BG313 CpiCanlratEd wtt�rftvr o, as In charnels, erFGrar
Iblacre.
hydroseeding are appropriate for steep slopes where equipment cannot he driven. Hand
Repair and ra'E rmkzo damage-n areas i:nrncdialeiy. T=,drr:" with 50 iblacra of nit,:, an in Mer,2;. it ti Is I 5 r.,u'c'l we, nee' ing.
to temporary bayon, 50 itu'a na i,es ze in WIC I
3. Where a neat appearance is desired, omit sericoa and Increase
broadcasting is not recommended because of the diffrcutty, in achloving a uniform
necessary extend ground saver .una , �, over acd ,v,tt ;ads
I
Kobe to 40 Iblacre.
distribution.
Fabr, ary ae eary .YFarr;,h, i I ;RR:GAYtc i
-.---..----M--_•--•-----ry-.-.---r----•-----•--,----------,! I Vel5ture?s esmanhai toe good sand oanninason and seedifng estebilshmeht
NURSE PLANTS
Small grains should be planted no more than 1 inch deep, and grasses and legumes no
TEMPORARY 5e^Bttara S'EC NiPiE?tiCLa?€CSaS ] 8gffiks FR 1 f Supplemental irrigalior. pan be very he!r.A In assuring adeeuale stands in dry Sesame
Between Apr. 15 and Aug 15, add 1D IL/acre Garman millet or 15
more than Y inch. Broadcast seed must be covered by raking orchain dragging and then
I S or to speed eeve opmert at full covar. Wetar application rates must be carefully
SEEDtlgG-MIXTURF: URF : i "
lb/acre Sudangrass. Prior to May 1 or after Aug. 15, add 251hracre
lightly firmed with a roller or cultipacker. Hydroseeded mbdures should include a wood fiber
i mtrolled ;c Prevent runt -off, Inadequate of excessive amounts of water can be more
German .Millet - 40 iWacre I ita."fai tr:an no upplerceitlal water.
rye (grain).
mulch.
-
SEEDING DATES:
SEEDING DATES € MAINTENANCE
Early spring- Feb. 15-Mar. 20 (best) Feb. 15- Apr. 30 (possible)
MULCHING
Mountains - May 15 - A.jg. 15 I Genere!I_v a stand or vegetation eatinut be determined to be fully established until sell
Fall - Sop#. 1 - Sept. 30 (best) Sept, I - Oct 21 (possible)
Peidmol - May 1 Aug. 1 r cover has baon maintatnea fcr one full year past planting. Inspect seeded areas for
The use of an appropriate mulch will help ensure establishment under rionrral conditions and
Coastal ?fain - l.fir_ 15 -Aug. 16 I 'fall LT sr:d make rem-ssery repaEs and readings within the same season, if
SAIL AMENDMENTS
is essential to seeding success under harsh site conditions, Harsh site condition include:
I j ,^.a3 ,ble_
Apply Time and fertilizer according to soli fasts, or apply 300D-6=
-seeding in fall for winter cover (wood fiber mulches are not considered adequate for
SO1L A L;E Gi AEN rY ! P-esaading-. a stand has inadaquate cevar, reevaluata ohoice of; cart maeariais and
- ,
Iblacre ground agricultural limestone fuse the lower rate on sandy
sails) and 10001b/acre 10-10-10 fertilizer.
this use)
'I r i.
Follow recolllmFndatiors of so;. test or appiy 2'30O ;bra -re ground a ri;�ALNal ii1Y!ostone and i5G ftiacm S ou^r„eiaa of #ina end fertiiizar. Re-mt=bliah the stand arterseedbed ration or
-slopes steeper than 3:1
10-14.1 G f3rtilizar. 4 I
F t rver-seed the emend. Conside. seeding ternparsry, annual species If tie lime of year Is
MULCH
-excessively hot or dry weather
t 1 , U, appropriate for permanent seeding.
Apply 4000lb/acrs grain straw or equivalent cover of another
-adverse sells (shallow, caddy, of high in ley or sand]
j MULCH S if the vapatatlon fails to grow, nave soli tested to ealermine H acidity or rutrient
suitable mulch. Anchor by tacking wait asphalt, roving or netting or
-areas receiving concentrated flow
Apply :0Di- itxzinra straw. A ,ah,>; stray by fa,-*1, y , �H h. a_pihatt, netht,Q, a a :,e,i:d. _-n6u frig to01, A. disk iIi Sv Imbalance Is-_wpansica.
by Cr€mping with a mulch anchoring tool. A disk with blades set
with bladas set needy stralght coif be usttia I;s A ;nu &,s1'r `boi. ! 9
nearly straight can be used as a mulch anchoring tool.
If the area to be mulcted is subject to concentrated water flow, as in channels, anchor mulch
iii 'WsrrtBhue,;c_n-0n the tynicrl disturbed site, ful? aslabliahment usuaAy requires
:
with matting.
!I reie:tilizatirr; :r: fine second ti mr season. Fine turf reeuk-a annual maintenam m
MAINTENANCE I I
MAINTENANCE
..r _� .., .:art;iEzaudr„ J=a sot! tests if pasaib or tollcw the guldolines given cur 0?a Specific
i+efa:iillma it 2MVIs •s r'_- t fi-My adequate Rer' •, '-."edii?. F:d rrud i.Mrreoi::t;hr `OV-L, �lrri arjE;iort or i
If growthI l fully
]f growth Is less than fully adequate, rieTerdlize in the second year,
elei Mize In he second
MAINTENANCE
s�ing m.Lu e.
I ot3lar asrnbgs.
soil test or draw with fertilizer.
Mow as needed when is from the mbrbFre. Reseed,
�• ': 1 RE`FERE?IC£ - NC� Era tan and Sedimen` Cnr.;.rol Piercing and Oealgn Manual -
y���� -tl- �'�s�l
somWedImme
fertlllze ark mulch damaged areas Immediately.
aged a
Reseed and mulch areas where seedling emergence is poor, or where erosion occurs, as
- r'ra�c9 6.1 1
soon as possible. Do not maw. Protect from traffic as much as possible.
REFERENCE - NC Enas!or1 end Sertlrmantation Contra; �!s3yt+L-eg arch Os&Elan ? snual-'!-eb!«s 6. V=_: 8,'1Ch
REFERENCE - NC Erasion and Sediment Carhnl Planning and
6.%n' t
Design Manual, Table, 6A 1p
REFERENCE! NC Erosion and Sediment Control Planning and Design Manual - Practice
;
6.10 - -
-- ----. --- P
TOPSOILING
Construction Specifications
Materials
1. Determine whether the quality and quantity of available topsoil justi#ies selective handling. Quality
topsoil has the following characteristics:
a. Texture loom, sandy loom, and silt loom are best; sandy clay loam, silty clay !cam, clay loam, and
sand are foir. Do not use heavy clay and organic soils such as peat or muck for topsoil.
b. Organic matter content - should be greater than'! _5% by weight.
c. Acidity - pH should be greater than 3.6 before liming, and liming is required it It is less than 6,0.
d, Soluble salts - should be less than 500 ppm.
e. Sodium - sodium absorption ration shoudl be less than 12.
2. The depth of material should be at least 2 inches. Soil factors such as rock fragments, slope, depth tc
water table, and layer thickness offect the ease of excavation and spreading of topsoil.
3. Generally, the tipper part of the soil, which is richest in organic matter, is most desfrabW hovJever,
material excavated from deeper layers may be worlh storing if it meets the other criteria listed above.
4. Organic soils such a mucks and pests do not make good topsoil. They can be identified by their
extremely light weight when dry.
Stripping
1. Strip topsoil only from those areas that will be disturbed by excavation, filling, road bubding, or
compaction by equipment. A 4-6 inch stripping depth is common, but depth varies depending on the site.
Determine depth of stripping by taking soil cores at several locations within each areb to be sidpped.
Topsoil depth generally varies along a gradient from hilltop to toe of the slope. Put sediment barb ,s,
diversions and other controls into place before stippling.
Stockpiling
1. Select stockpile location to ovoid slopes, naturai drainage ways and traffic routes. On large sites,
respreading is easier and more economica€ when topsoil is stockpiled in small piles located rear areas
where they will be used.
2. Use sediment fences or other barriers where necessary to retain sediment.
3. Protect topsoil stockpiles by temporaniy seeding as soon as possible, no more than 21 calendar days
after the formation of the stockpile.
4. If stockpiles will not 4e used within 90 days they must be sfabflized with permanent vegetation to control
erosion and weed growth -
Site Preparation
1. Before spreading topsoil, establish erosion and sedimentation control practices such as diversions, bears,
dikes, waterways and sediment basins.
2. Maintain grades on the areas to be topsoiled according to the approved plan and do not alter than-i tq
adding topsoil.
3. Where the pH of the existing subsoil is 6.0 or less, or the soil is composed of heavy days, incorporate
agricultural limestone in amounts recommended by soil test or specified for the seeding mixture to be
used. Incorporate lime to a depth of at least 2 inches by disking.
4. Immediately prior to spreading the topsoil, loosen the subgrade by disking or scarifying to a depth of ar
least 4 inches, to ensure bonding of the topsoil and subsoil If no amendments hcve been incorporated,
loosen the soil to a depth of at least 6 inches before spreading the topsoil,
Spreading Topsoil
1. Uniformly distribute topsoil to a minimum compacted depth of 2 inches on 3:1 slopes and 4 inches on
flatter slopes. To determine the volume of topsoil required for application to vcrous depths, use Toble
6.04a. Do not spread topsoil while it is frozen of muddy or when the sugrade is wet or frozen. Correct any
irregularities in the surface that result from topsoifing or other operations to prevent the forrriatior, ct
depressions or water pockets.
2. Compact the topsoil enough to ensure good contact wth the underlying soil, but avoid excessive
compaction, as it increases run off and inhibits seed germination. Light packing with a roller's
recommended where high-maintanence turf is to be established.
3. On slopes and areas that will not be mowed, the surface may be left rough after spreading topso!!. A
disk may be used to promote bonding at the interface between the topsoii and subsoil.
4. After topsoil application, follow procedures for seedbed preparation, taking care to avoid excessive
mixing of topsoil into the subsoil.
TABLE 6.04 a Cubic Yards of Topsoll Required for Appiication to Various Depths I
DEPTH (inches)
Per 1000 sq. ft.
Per Acre
1
3.1
134
2
6.2
268 j
3
9.3
403 1
4
12,4
536
5
15.5
670
6
18.6
804
Reference: NC Erosian and Sedimentation Control Planning and Design Manual,
Practice 6.04
. .... - .
SURFACE ROEIGFWING
Q• nstrucii 4r�.iF C":;Ur�S
r SOP' kCuGHF',iNG POR,-%Rc S NOT 7'J zF --MOVED
=talc-s;ep �r_r arccEas ,-,,I'a e?tleeret ,,-. t
tf:af'i 3:1
2, iUsa stair step 5rccfrig on any erodib;e m .feria; s 3ft enough to
be upped w3ln c is r zer. Slope; co islS'!; ?ng of wf1 r ck 'Y,t.^
so-ne sux,,;)i: orF-'i1C:jiar!y $"086 to 5t^_Ir--Slep ,f,,'rau.irlg.
3. .Make the •;er-i._-i cut list once !ess :.hon the t-;orizon!6
dinarCe, ina ng my slopp e ',! :a h-o izantiai , nSl`i-on Ct the "Sler • !n
t,nvord the var#I:;:l wa!L
4. too not rnake ivldu i ve't!Cai rots r-iol_e ti,'un <'. ?ect !n,, vAt
;??Ct:3riCi; or Yi1Cr2 Ti^�ari feet ir? raCi_-y ri?ii`e.:`ia!5.
5. Groo• ,3 using c -,y apflropdotr irn<r:en,,,un; thuf Can 'ot sa;eh,
operaied 9r. `8 slope, sunh as disl s, li6r$, sprng hr,r•01N5 or thg
teeth or, c fror:?_ty.: ioader bucket- Do not rr,oke suc,; grooves
ess th(ari ? ir.cr es ; eec nor . c.re then 15 inches apn'fi.
HLL SIOPF RO G F`,,'!Niz E:CF Af?CAS NOT TO FI VG'1r;1E
Race fill slopes vitli a crodient stepper then 3:1 in tiffs i,o to
exceed 9 inches, .nd make sure each lift is r,,rc+perty ccmpacteci,
Ensure thct ," fpce of the shape GonslSis of :0052, t-'r K 'n1P0CfP^
fill 4 to 6 inches ��!!ep. Use groa•:ing to roughen isle face of the
Slopes.
2. Leo riot 1_)!ad Cr 7-: ape tE.e ri!�ci slope tace.
CUTS. FILLS AND GRADED AREAS THAT WILL 3E Mn:VED
1. me ke .rowed slc es no sreepa, lh.n 3:1 .
2. Roughon 1;?ese OrPus'.o shaiio,w gmoves by norf:lal 1'iiiing,
cilsking, harrotvl�'p c: ose of ,_ultiwacPer-sdet,der. M,aKe "Ie ffr?ai
pass of any suci: f age irrplemer:t ri ho contour.
3. ,'1`IG, .e orQava =e*o by su&ii SrnyiJ'merlts, close, toget ter (less
- 1') inct;8s' cr,r' r :ct ,es= than 1 ina 1 deer.
4. Excessive --C-g -:r es is undesirc-biu v.,here rr*v%".rla is r Icr fined.
PaiGH4mfJG .Vi?i-: -RACKED F,i.,;C^;!NEPY
Limit r Tt1C' ° ilhy^ `r ?ru•CEBd r aCTii ,A^y tfi Sandy, $CIS to
avo kl Undue ,, np,otbn of the soil 5--r';1-_& Tradklna i` r,,Gne r-lly
of os elfec'i,. a s T s c+her ro gl emir? met acts desvr red,
C)perale tic-_(-
F_.:( ell r^::;Zl ,, . a Cif,dl i,Lwr? trip,. si)p.e tG leave
,�'-loe:or,t--I dP,`- -�• -- - l'?iir;e 3vi1. Uo :lct c^1Ck-dN^d2 sri^g T!':e
fine! s!rad#rig a�ru"On.
SEED NG
irnrnedis"te - :,9 r6 =, .d mulch fC'-;g^ened areas to ob'oln 3eec
� s �'1'?inodi o; • C-N C';-'^',ii.
Maintenance
Pe?iadicalry "?CK :�'a S013'.]cd ;i;7,pes for ri115'_""'d Wa5he!;. HE t-hess
Graos si;gl",,!y Cl-Cve',le v?j!flat grOC(S, then; r'_'- e-_d a:,.d r.'1:.:c i a.q
soon as possi_� _-
RUMEN E: , . i'., �_-ord:'ria;_ OS,o, t Grid Sedl rn ei,t COr&-:
P!ar?ri;ng any asp mmcn:;ri, Praactce 6.0:i
'
, , 8.. Mulchi g Motera!s and Appl?cation R, ter
priATRUA+
RATE PER ACNE
C2'JALITI1f
NOTES
O'@�lnic mulcha
st cc v
r. - 21 tons
Dry, unchopped
Should come from wheat or oats
unweathered, avoid
spread by hand or machine; must
weeds
be tacked down
Wood chips
--- Tons
--.----- -
.Air dry
-------------- ----_____________________________
Treat with 12 Ibs nitrogen/ton.
Apply with mulch blower, chip
handler, or by hand. Not for use in fine
turf.
Nood doer
0.5c-1 ions
_ -_ ------ -..------ ..------------------
-------- --.__..__----.-_„------- - ---- -______-_---
Also referred to as wood cellulose.
May be hydroseeded. Do not use in
---------
•-------------------------
hot dry weather.
bark
35 cubic yards
--------
Air dry, shredded or
-- ---._- _------------------ --------
AppY with mulch blower, chip handler
hammer milled, or
or by hand. Do not use asphalt tack.
chips
Corn stalks
4-6 Ions
--_-_-__-----------------------------'--
Cut or shredded in 4-6
------ -------------------------------------
Appty with mulch blower or by hand.
inch lengths
Not for use in fine turf.
Seri ea
1-3 tons
------- --- ----------
Green or dry: should
---------•-------------------------------
iespedeza
contain mature seed
seed -bearing
stems
::R"es 4ilid7i il9tais
---------- ------- -----------
------ ------- --- ------------------------------
jute Net
Cover Area
Heavy, uniform; woven
Withstands waterflow, Best when used
of single jute yarn
with organic mulch.
Fiberglass nef
Cover Area
-------------------'---------------------------------------,
Withstands waterflow. Best when used
-----------------
with organic mulch.
Exr-eisior Mat
Cove. -Area
------------------------- -------
---------- -.____.-_ _--- -----------------
Withstands waterflow.
jt'Vood Filer)
Flbergiass ravir,o
0.5C-1 tons
----------------_.-_------------------------------
ConfinuOUS fibers of
p-----------------
Apply with a compressed ok sector.
drawn glass bound
Tack with emulsified asphalt at a rate
together with a non-
of 25-35 gal/ 1000 sf
toxic agent
_-_------------------------------------------------------
Chernl: al Stcbrllzxas
--------- --
- -
A,: u,n'!;�iri
Foi!ovt rrlenufa=irers
Not beneficial to plant growth
Aero5pray
iYStructions
C Lrsscl AK
t ;.:set sr,
Terry aCr.
. ; r�,St .50r
4enaqu ! 743
m-14{
!REFERENCE: North
Carolina Erosion.
and Sediment Control Pionning
and Design Manual, Practice 6.14
PERMIT REDESET
-----
SOT UEOR
CONSTRUCT`ION
PRELIMINARY.
DO NOT USE FOR
CONSTRUCTION
00':4
ak
a a
a �2
1. I . .. .
1. , lm� . , . ... . , .
a * I
f) i. 11 s 1 ; t k gg tj� 1(J1* 1 )i }�fyl3:
1 1 ", , t i x, i ! 1. I �. rh r4, .� r 5 1 1 ., t, - 1 F 41 i h ( i
l t. 1 ;: 1 1 r i"i F 4 i, r �. i 5 rr f 'e r.'r I f L1 i ly S r f 11 1 < '1 1r1 �,
.. r: ..t !t'r' .a I. .