SW6130301_APPROVED PLANS_20151014

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW ,�`��3�/
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
4Y5
YYYYM M DD

7-0F 0 H wY 24
TOWN OF
STEDMAN
FRONT STREET
VICINITY MAP
NOT TO SCALE
TO CLINTON
IM
EXISTING UTILITY OWNER INDI
WATER AND SEWER
PWC OF FAYETTEVILLE
955 Old Wilmington Road
Fayetteville, North Carolina 28301
910-223-4734
Contact: John Allen, PE
Know what's below.
Call before you dig.
C1,
D
C2.0 GR
C3.0 = STOF
TROL PLAN
ILES
CIVIL ENGINEER OWNER/DEVELOPER SURVEYOR
4D SITE SOLUTIONS, INC. BILLY D. HORNE 4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112 PO Box 205 409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306 Fayetteville, North Carolina 28302 Fayetteville, North Carolina 28306
1��sroe/ 'Ap .ppgaVie
F,p�roved 8tsrrMW'3W Pei-nit tioeurnent
Construction rn accordance *-" 0we dements is
r®qukwdstw,-nq p;: �rd1. Nottl1 Carolina
"I'lu tr:a ¢S~;;nrtv€:sr evaSMn 6"iginw
ftth the
Inspect dudnQ conatracfion; �' ?xmfonMb
pang sad ai a4d orrEiM com erica rr11f the
stattweaMrrules.!15ANC 2H.1006((Jj)
Date /a /S
C Division of
Sh"+t It R.evisXm Datela 6 _R
L:+aA Qu-�crTy
JJ���N CARp�/O�G �
N��G
E
SS Q SS
�:QpFIQYy :� � � �:QQFE !� �'�•�
b�i�(5�15
910-426-6777 910-237-7890 910-426-6777
Contact: Scott Brown, PE Contact: Billy D. Horne Contact: Jimmy Holland, PLS
email: [e-mail] email: [e-mail]
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive - buite "2
Fayetteville. North Carolina 28506
Fax [phone]\\\
License Number. C-2354 \�
A50LUTIIsON6, INc
�61J[INGGRIN� � JJRV6.TN4 m 4PJ � CONSTR'JCIION LIYOIfr�
REVISIONS
ISSUED FOR CONSTRUCTION
Q1
09-15-15 REDESIGN WET POND TO
MATCH CONSTRUCTED POND
PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
FRONT STREET
CEDAR CREEK TOWNSHIP
TOWN OF STEDMAN
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
BILLY D. HORNE
P 0 Box 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
JOHN
DRAWN BY:
JOHN
CHECKED BY:
CHRIS
PROJECT NUMBER:
689
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MARCH 26, 2013

NWY 24 I
�EVjCCE I ABANDONED SEABOARD COASTLINE RAILROAD R/W
TRACKS REMOVED SEPTEMBER 1986. N.C. GENERAL PAVEMENT
_ LI'TON I STATUTES CHAPTER 1, ARTICLE 4, 1-44.2 ENDS
TOWN OF TO C
STEDMAN
FRONT STREET
p SITE
® W W W W W W W N, W W— W B4 W W W mac--- W W W
_ ------lap_
�/�i" EIP
NCHRTH \ (BENT)
\
VICINITY MAP \ R=59.68'
\ L=69.35'
\ CHORD 1/2- ERB
NOT TO SCALE \ N40'40'33"W (BENT)
\ 65.52'
LEGEND: \
EIP C EIP-EXISTING IRON PIPE \
x 121.64
ERB
R=1247.35'
\
O ERB-EXISTING REBAR
L=125.87'
N/F - NOW OR FORMERLY
N/F
\ CHORD
R/W - RIGHT OF WAY
BILLY D. HORNE
\ N09'13'57"W
RCP - REINFORCED CONCRETE PIPE
& WIFE,
\ 125.81'
FAY J. HORNE
\
PROPERTY LINE
D8 4215, PG 832
\
— — ADJACENT PROPERTY LINE
\\
----RIGHT-OF-WAY
BILLY D. HORNE
s0 STORM DRAINAGE
\ & WIFE,
WATER LINE
FAY J. HORNE
\
// OVERHEAD UIUTY
DB 7455, PG 377
\ PB 108, PG 3
— — —PERMANENT EASEMENT
— sr — sr —SILT FENCE LINE
\
-,,.�� TREE LINE ---------------------\
x 20e.47'SPOT ELEVATION
\
BENCHMARK
\
PPS UTILITY POLE
\
@ GUY WIRE
\
D4 WATER VALVE
\
FIRE HYDRANT
\
TREE
\
SHRUB
\
STONE
\
ASPHALT
\
E= FLOOD ZONE
\
N/F \
SARAH LOUISE NARINE \
DB 8448, PG 897 \
AREA;. (BY COORDINATE COMPUTATION)
\
226,561 SF (5.20 AC)
\
\
PIN NO: 0495-37-6608
\
ZONING: M2
\
\
50' FRONT
\
30' MINIMUM SIDE
\
20' REAR
REFERENCES:
-----------------�
DB 5258, PG 602
\
DB 7883, PG 653
\
DB 5274, PG 808
\
DB 2708, PG 407
\
DB 8448, PG 897
\
\
NOTES:
GROUND DISTANCES
HARRY D. NARINE AND WIFE,
\
1. ALL DISTANCES SHOWN ARE HORIZONTAL
BARBARA NARINE
UNLESS OTHERWISE NOTED.
DB 2708, PG 407 \
2. COMBINED SCALE FACTOR: 0.99988166
\
LOCALIZATION POINT N: 457,620.167 E: 2,093,636.429
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
\
VIRTUAL REFERENCE SYSTEM.
\
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
\
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
\
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
\
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
\
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
\
6. THIS SURVEY WAS DONE NITHOUT BENEFIT OF A TITLE SEARCH
\
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
\
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
\
x 121.39
x 121.54
x 121.30
V � J
x121.39
x 121.42
N/F
t/z- AL HILL PROPERTIES, LLC
ERB DB 8912, PG 529
PB 121, PG 166
LOT 18
f
\ x121.31 x121.34
t
R=427.81'
\
L=163.08'
POSSIBLE
CHORD
ENCROACHMENT
N23'00'47"W
162.10'
R=297.04'
L=12.15'
CHORD
N35'18'29"W
12.15'
x 121.42
x121.38
pp NV: 119.99 INV: 120.07 / N75'04'31"W 352.28'
12" RCP
9
„2•
rERB
x 121.36
x 121.63
x 121.41 lrJ'.'urP
x121.29
x 121.74
1� —V
N/F
AL HILL PROPERTIES, LLC
DB 7883, PG 653
PB 121, PG 166
LOT 19
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS 1/2- °is I `-T-
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS, ERB / I I I I I
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
B. THIS PROPERTY DOES LIE WITHIN A FLOOD ZONE ACCORDING TO
MAP# 3720048400J OF THE FLOOD INSURANCE RATE, DATED
JANUARY 5, 2007.
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXI NOT
CR T1 ffT11iEET A wI F� I ff EET.
PROFESSIONAL LAND SURVEYOR — �(L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK PAGE __ OR OTHER REFERENCE SOURCE
); THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
BOOK , PAGE OR OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION
OR POS111ONAL ACCURACY IS 1:10,000+;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN
MY
HAND AN11-i L, Tjil$ fj�N 4 y &
PROFESSIONAL LAND SURVEYOR - L-4571
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED
TO C-211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED
THROUGH A GRID TO GROUND ADJUSTMENT USING THE
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS
PERF i• LE 5700
REGEI 'INAL DRAWING
PROFESSIONAL LAND SURVEYOR - L-4571
116 IIIIII�IlI1�lI
11'1
I
116 II1I€I((I1kIIIIkI€II k
H- 114115 I I I I ( I i I I I I ( I I I I I I I
15" HW
i I I HW LIT I I I ( I I I I I I I I 1
113
HW I ( ( ( I I I I I I I I
18
H
HW 24
I?s HW"�
PLIT
d� FLOOD ONE
I I
I I I I ( I I I I I I ([ I I I I
RB" I I I I I I I € I I I I I I I
I i i IlE I I I I I 1 I I i I l I I I l I II I I I�I I I
385.52
N8T423�
' I� i! 1 € I I I I I I I I I.kI((IIII�IIIIIII
1, SEAN R. SEEVER, CERTIFY THAT THIS CLASS C. ( ( I { ( I I I I ( ( TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY I€ I I II ` I !! ! I{ I I I I{{I I I((I I I I I! ! II I II! I III II ( I1I 11 I I ( I I I ( I I,
II ( II
II I II I GRAPHIC SCAL
E
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT N/FMEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE 1/2-I 40 0 20 40 fio
CO ERB
CULBRETH LIMITED
DTMERSHIP
SE DB 5274, G808fp L H G
I € ( I I I I I
I I € I I I I I ( )
'�� RFI FASFI) FC�R Cam► IN FEET
PROFESSIONAL LAND SURVEYOR - L-4571 1 inch = 40 ft.
II I C I! I I! I I I I I I I I I I I 1 I I I I I 1
160
409 Chicago Drive - Suite 112
FdyefteAL.e. North CaraLma 28506
Phone [phone]
fax (910) d26 5777
License Number. C-255A
4.d .5ITL
6OL_UTION6, iNc
A"pNL[ N'; A5u¢VCYiNc Atv5 A CaNSTeurnaN L you A,
REVISIONS
V 0
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PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
EXISTING
CONDITIONS
CLIENT
BILLY D. HORNE
P 0 Box 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
689
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE SURVEYED
FEBRUARY 20, 2012
SHEET NUMBER
C-1 ■ O

HWr 24
�ELryLLf
TOWN OF TO CLINTON
STEDMAN
FRONT STREET
-__-__-__-__-__-__-__-__-_____-__-__-__-__/_-__----______-__-________-__-__-__-__----__---
o
SITE ,
._._. __ H »..._777 ..-•y __- y _- __"_ r _..� �.. _..,.._....__,..,......,_ ix' ___ ''•i _ ._._....._._ yd ____®. yy _m.._....__. g
FRONTSTREET __
ROCK PIPE INLET -ter 4 w
.,,. i" x>.��---�tk. -•_r 7J �i-t_`'�,-°".,:'?, `''r�i d-1-
VICINITY MAP
NOT TO SCALE
IIYOFrrH \
\
\
LEGEND:
EIP C EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
- ADJACENT PROPERTY LINE
RIGHT-OF-WAY
m STORM DRAINAGE
w WATER LINE
// OVERHEAD UILITY
X FENCE LINE
,:.. TREE LINE
- Eoc- we- LIMITS OF CONSTRUCTION
- sF - sF - SILT FENCE LINE
- oiv - Div - DIVERSION BERM
C PIPE INLET PROTECTION
x 206.47' SPOT ELEVATION
BENCHMARK
* LIGHT POLE
PPS UTILITY POLE
C GUY WIRE
D4 WATER VALVE
FIRE HYDRANT
TREE
® SHRUB
I STONE
I ASPHALT
FLOOD ZONE
.... S75'O4'31 "E 368.62'.
I- EIP
(BENT)
R=59.68'
\
CHORD---�
1/2- ERB Y'
\
N40'40'33"W
(BENT)
\
65.52'
\
\
\
\\
R=1247.35'
\
L=125.87'
N/F
CHORD
BILLY D. HORNE
\
N0913'57"W
& WIFE,
\
125.81'
FAY J. HORNE
\
DB 4215, PG 832
\
\
N/F
\
BILLY D. HORNE
\
& WIFE,
\
FAY J. HORNE
DB 7455, PG 377
\ PB 108, PG 3
------------------------
\
\
\
\
\
\
\
N/F
\
SARAH LOUISE NARINE
\
DB 8448, PG 897
\
\
\
\
\
\
-- - - - - - - -
- - - - - - - - - - - - - - --
\
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND \
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE \\
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED \
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT HALL BE N/F \
tZ3
HILL
1 R2��v\ \ r+AL DPB8211, PG T166LOT 18
R=427.81'
L=163.08'
CHORD
N23'00'47"W
162.10'
M
.1
S
R=297.04' 1/2"
L=12.15' ERB
CHORD--�'
N35'18'29"W
12.15'
vpp
GRAVEL
r
0
REPLACE AND REPAIR ,
EXISTING SILT FENCE
AS NEEDED v
c
0
*Y
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5, HARRY D. NARINE AND WIFE, \�I ttas
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO BARBARA NARINE ? we
MAINTAIN A PROPER BARRIER. DB 2708, PG 407
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL �/
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR \ PERMANENT WET POND
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. CONSTRUCTION SEQUENCE \ WATER SURFACE: 116.30' \ s°�'yor I�SP 1120 $
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE \ HIGH WATER: 117.28' 1 YR)
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE \ TOP OF POND: 119.80(
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL CONSTRUCTION CONFERENCE. o
PLANNING AND DESIGN MANUAL. 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE, AND \ INVERT OF POND: AY: 1' ,' ( I 'p�V(S/D� f}'f �,2-V Vg�
DIVERSION BERMS WHERE SPECIFIED. \ EMERGENCY SPILLWAY: 118.80' ,^ ri >t !✓•y` roves atorerwatar F :.nIt ua"emenL-
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM / r :1vt
3. CONSTRUCT WET POND TO BE USED AS A TEMPORARY SKIMMER BASIN. SHWT: 112.20' BOTTOM OF " ;a�1 1 l CosqU;c6pninapcorflpnCep,LEhNtpsedocumentsis
OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. \ . EYY -
910-433-3300. 4. CLEAR AND GRUB THE SITE AS NEEDED. \ SHELF: 115.80. '+kr'^`- PERMANENT requk 5v •m,. s�pr,'rnNstnr(:zanV. North Carolina
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN TOP OF RISER: 118.30' ` ner
10' VEGETATED 14;,,regter:::.tu�a►:%r"�st'��mg�
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS GRASSED. \ INVERT OF RISER: 112.00' SHELF. TO BE Insy.�duckpcar"+ruction;peryfV,cxn+fWrMtywhhlhe
WHEN TRACKING OCCURS. 6. PERFORM FINE GRADING. \ ' > PLANTED PER DETAIL in4ea3apec.,+��oadih`oom pnoevo�"
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY 7. DISPENSE GRAVEL COURSE ON LAYDOWN AREA. \ \ ORIFICE SIZE: 2" TOP OF ON SHEET C-4.1 p
ORIFICE ELEVATION: 116.30' sta+rr,�arerruwc.(15ANCAC2N.100B(j))
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE 8. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. SHELF: 116.80 ." / •/ _ i wn,ak w L .its
THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, 9• UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY .SKIMMER ELEVATION: 116.30' \ it
MEASURES AND CONVERT TEMPORARY SKIMMER BASIN INTO PERMANENT WET \ �, _ „ �+ I /�,-4 , : ° ; 1 �jJ 'fit _ NL C.-rls9on of VY�
OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT POND. REMOVE ALL EXCESS SEDIMENT FROM SKIMMER BASIN AND RESTORE TO �\ *SEE SHEET C-3.0 FOR A DETAIL CROSS---, \, t12� 10 WEIR WITH Da.�D_i=Y_1�I1
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED SECTION OF THE WET POND TOP OF
DESIGN DIMENSIONS. B" Dm STONE, 12" THICK _- Lyy.2yD gaAa r
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER POND: 119.80 - �195 /
10. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE - - � / 5P INV 115.30 (BOTTOM OF STONE).
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. /•'� i I DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE MANUAL. t15 +,`•s5"/�' /`f � E I `
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT \ ' i
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND \� PERMANENT POND IS TO BE USED AS PERMANENY411s5
i }
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES A TEMPORARY SKIMMER BASIN THROUGH ANTI -SEEP
IMMEDIATELY. CONSTRUCTION THEN CONVERTED TO A WET COLLAR "-m°' =-',a 15' EMERGENCY ! I
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE POND UPON STABILIZATION OF THE SITE.`'1' �*` ` �165 _ SPILLWAY WITH
BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE \ \ O '8" Dm STONE, 12" THICK € €
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST GRADING NOTES ALL PONDS SLOPES MUST BE SEEDED 1/ p '�/INV 118.80 (BOTTOM OF STONE)
EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
WITHIN SEVEN DAYS. ,
� € I
SEEDING AND MULCHING, EROSION CONTROL MATING, AND/OR SODDING AND 1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND l �` _ t..
2 ATTACH A 3.0" FAIRCLOTH SKIMMER..' •--- A ,l'" .: j !
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED. SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN = '
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON �• (OR EQUAL) WITH A 3.0" ORIFICE TO -�o
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT NEIGHBORING ROADS. �� ,� RI-1 FOR DEWATERING THE SEDIMENT \ \ j. €
VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR 2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 13 BASIN DURING CONSTRUCTION. REMOVE THE ;;; f_, - ,., S-2.-FV--j`'�.� E j j j G •.�! l
APPROVE THE ACTION PRIOR TO REMOVAL. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; �y ` SKIMMER AFTER CONSTRUCTION IS COMPLETE...,
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS `'�� - •��---,K..�n.,,, FLOOD ONE I RIP RAP ENERGY DISSIPATOR ! ( 1 ;
INITIATION OF CONSTRUCTION ACTIVITY. BEEN COMPLETED - _ -
.� /' .. L' 9', W: 4.5' & 10.5'
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE 3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER s. ,�'� ; ( 1/2•
OVER ALL OTHER CONSTRUCTION ACTIVITIES. TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING ..1,/ I !THICKNESS: 16", D50: 8" E ERB €
I 72. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND `==. t`CLASS B STONE
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR PUN
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT 52 € ( I I I I I !I
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. [ I 39.W 3B5 1 i i
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER • I 148742 € €
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES 6. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED PATH
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 3:1 SLOPES AND SURROUNDED BY SILT FENCE. GRAPHIC SCALE
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN T APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE - j i I € I
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING 8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A 1/2'I ! € 7 40 0 20 40 so 160
Know what's below. " COMPLETION OF CONSTRUCTION DEVELOPMENT. CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL ERB CULBRETH LAND LIMITED PARTNERSHIPS
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR DB 5274, PG 808 €
SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL Call before you dig. • ' i i : I € ?
DURING THE COURSE OF CONSTRUCTION. DRAINAGE PATTERNS. IN FEET )
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND 9. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO € I I E
MULCHED ACCORDING TO THE DETAILS HEREIN. THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. i i ! € ` I ` I I I inch = 40 ft.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
BILLY HORNE. CONTACT 910-237-7890.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive - 6uite 112
FayetteviLLe, North Carolina 28306
Phone:
(9 o) 426 5777 \\\\
License Number: C-2354 \�
LSD SITE XX
�oLUTION,'5 INC
� "PN�Z NG A 5U¢VEYiN4 A 4P5 A WNSTQUC 10N LAYOUT
t��-IBIS
REVISIONS
ISSUED FOR CONSTRUCTION
09-15-15 REDESIGN WET POND TO
1 MATCH CONSTRUCTED POND
PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
GRADING AND
EROSION
CONTROL PLAN
CLIENT
BILLY D. HORNE
P 0 Box 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
JOHN
DRAWN BY:
JOHN
CHECKED BY:
CHRIS
PROJECT NUMBER:
689
DRAWING SCALE
HORIZONTAL: 1"=40'
DATE RELEASED
MARCH 26, 2013
SHEET NUMBER
C-200

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GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
0+00 1+00
160
135
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115
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105
100
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i Y
0 N
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Ci
o+ wQ TOP OF POND: 119.8 '
F !>
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o HIGH WATER (10YR) 118.41'
HIGH WATER (tYR) 117.28'
TOP OF SHELF: 116.80'
10' VEGETATED� I NORMAL POOL: 116.30'
SHELF
BOTTOM OF SHELF: 115.80'
I
�.�_...... N e4
I _ _
SEDIMENT CLEANOUT: 113.00' — —
— BOTTOM OF POND: 112.00'
SHWT: 112.20'
d a s n o n N
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0+00 1+00
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125
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r�s4ui;w9b�tnas!Dfrr prNOM
4` "'l Y,& 6:5t^ta E:ct ny7" d83t9� !h
409 Chicago Drive - Suite 112
Fayetteville. North Carolina 28306
Phone: [phone]
Fax [phone]
LJcens Number: C-2354 \�
50Lf UTItON,A5, INC
GN[INGGRIN[ � SNRVCYIN[ m 4P5 /� CON.�TRIICTION LGYONT
02
rGINE
V//; CO H711tg�
U�-lSlS
REVISIONS
ISSUED FOR CONSTRUCTION
Q09-15-15 REDESIGN WET POND TO
1 MATCH CONSTRUCTED POND
PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
STORM AND
WET POND
PROFILES
CLIENT
BILLY D. HORNE
P 0 BOX 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
JOHN
DRAWN BY:
JOHN
CHECKED BY:
CHRIS
PROJECT NUMBER:
689
ru Ins a d ft e0netnUCWn; OWgV'' ('vl`J' tY o
105 P,. c sa i tprc►; c: d ceAify com�uaroce wi�r the
S rM r01es.(15At4CAC2H.10060))
6 3�_ Date! °1 !�—`y DRAWING SCALE
!N NC nP:isron of HORIZONTAL: 1 "=40'
Sheet +. P.Bv,sw. D� 'Y7'll=2
Qu�tr�-�0 VERTICAL:1"=4'
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=2'
GRAPHIC SCALE DATE RELEASED
0 10 20 40 ao MARCH 26 2013
( IN FEET) SHEET NUMBER
1 inch = 20 ft.
C-3.0

PLAN VIEW
15
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
FLOW
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
-----
STRUCTURE
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
-- m
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
\ a
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
8, ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
SEEDING SPECIFICATIONS
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
---
SKIMMER
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
SEEDING MIXTURE:
--'- OEWAIERING
DEMCE
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
SPECIES RATE (LBJACRE)
SPECIES RATE (LBSJACRE)
- EMERGENCY
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
SPILLWAY
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
RYE (GRAIN) 420
TALL FESCUE BO
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
KOBE LESPEDEZA 10
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
SEEDING DATES:
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
JANUARY 1 -MAY 1
SEEDING NOTES:
BAFFLES EMBANKMENT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR 11, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
1. FROM SEPT. i TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
INFLOW 1' FREEBOARD
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
CONTROL OWNER GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
STRUCTURE
\-
A SUPPLEMENTARY EROSION PLAN TO THE FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LBJACRE.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
LBJACRE 10-10-10 FERTILIZER.
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
NURSE PLANTS:
8' MIN. IN T EIEVARON OF
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LBJACRE OF GERMAN MILLET OR 15 LBJACRE SUDANGRASS. PRIOR TO MAY 1
DEWATEIiING EMERGENCY SPILLWAY
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
ZONE T„ EH RN
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF 13. WHEN CROSSING CREEK AY, THE CONTRACTOR
ORAIBED
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SPILLWAY
SPILLWAY
DI
PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
ADDITIONAL EROSION CONTROL MEASURES NECESSARY RE BA
SEEDING DATES:
FLYER FABRIC
R
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
MAINTENANCE:
BEST POSSIBLE
OR THE ENGINEER. 21 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
IMMEDIATELY.
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SEDIMENT
STORAGE ZONE
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS(FOR SUMMER)
SOIL AMENDMENTS:
CROSS-SECTION VIEW
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LBJACRE GROUND AGRICULTURAL
CONSTRUCTION SPECIFICATIONS
SPECIES RATE (LBJACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LBJACRE 10-10-10 FERTILIZER.
1. CLEAR, GRUB 8 STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT To
REMOVE TREES. VEGETATION. ROOTS AND OTHER OBJECTIONABLE MATERIAL.
GERMAN MILLET 40
MULCH:
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
APPLY 4,000 LBJACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB,/ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, INLET
1 GENERAL EROSION AND SEDIMENT CONTROL NOTES
BLADES SET NEARLY STRAIGHT CAN BE USED ASAMULCH ANCHORING TOOL
DHC MATERIAL.
WOOD VEGETTHE FILL IN 6"S NOT TOEXCEED S
PLACE FILL WEIRS NOT T EED 9 INCHES ANDCOMPACT N. PVC VENT PIPE
SEEDING DATES:
I ALLOW OR SETTLEMACHINE
OVER FILL THE EMBANKMENT 61NCHE5 TO ALLOW FOR SETTLEMENT.
FILE
MAY 1 -AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
SOIL AMENDMENTS:
TOP DRESS WITH 500 LBJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
DESIGN CRITERIA
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
AGGREGATE SIZE - USE 2-3INCHWASHED STONE
LB./ACRE 10-10LI0 FERTILIZER.
SEEDING SPECIFICATIONS
DIMENSION OF GRAVEL PAD
4. THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS -6INCH E5 MINIMUM
MULCH:
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN LAVERS AND
IN LENGTH AND 12 FEET IN WIDTH STIN
WITH 20 FOOT RADIUS AT ExlsnrvG WIDTH- i2FT. OR AT
APPLY LBJACRESTRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORAMULCH ANCHORING TOOL.
SEEDING MIXTURE:
CAGE
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME PLACED' AS
HE SA
THE EMBANKMENT. OF2G FEET
ROADWAY POINTS VEHICULAR RANCE AN
THE VEHICULAR ENTRANCE AND EXIT
SOFTH EN
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED ASAMULCH ANCHORING TOOL.
WITH
WPLACE E ORE CROSSING WITH CONSTRUCTION
FILLOVE
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
HI
36'-0'MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
LENGTH- 50 FT. MINIMUM.
MAINTENANCE:
SPECIES RATEILBJACRE)
EQUIPMENT. FLEXIBLE HOSE
LOCATION- LOCATE CONSTRUCTION ENTRANCES AND
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT')
S. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
'/. EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
EROSION OR OTHER DAMAGE.
6. UV THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FILTER FABRIC -"CONSTRUCTION VEHICLES. AVOID STEEP GRADES
SEEDING DATES:
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
2-3- WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
COASTAL PLAIN: APR. -LULU
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR FALL)
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THEBASIN. Sd1 b P1C ••SIOIMER CAN PURCHASED FROM J.W. FARGDIN h SON NC.
PLANS
INDICATED AREAS
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION STAGING
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
SEEDING MIXTURE:
SOIL AMENDMENTS:
PPE SIMMER CHOSEN %WL BE EQUAL TO THE FARCLDTH SHINIER.
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
),INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
AND 500 LB./ACRE 10-10LI0 FERTILIZER.
POSSIBLE. THE SPILLWAY SHOULD TINED WITH LAMINATED PLASTIC SKIMMER
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
FIVE (GRAIN) 120
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ACCEPTANCE.
ENOUGHF COVERTHEBOTTOM ANDSIDES ANDEXTEND ONTO THETOP
pO
/
SEEDING DATER:
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL COVER THE BOTTOM OF
THE DMA FOR ANCHORING IN A TRENCH. THE EDGES MAYBE SECURED WITH8
INCH STAES, THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
PL
O
AUGUST IS - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
MAINTENANCE
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
Q MAINTJ N THE GRAVEL PAD CONDITION TO PREVENT MUD OR
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OFSOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
LB,/ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
THE FABRIC, MAINTENANCE
SEDIMENT HE CONSTRUCTION
/ REQUIRE ERODIC TONGESSINGITH2-INCH STONE AFTER IS MAY CH
50,/17/H,
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
B. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION, USE TEMPORARY INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS
RAIN FIALL.IINSPECT ANY STRUCTURE EIUSE TO TRAPS EDIMENT�AND
DRAINAGE DEVICES.
ORIGINAL
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
MULCH:
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
/
APPLY 4,D00 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE:
EFFICIENCY. OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
PUBLIC ROADWAYS.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A M..'41MUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
9. CONSTRUCT THE STRUCTURE WTHAT THE DISTURBED AREA Is MINIMIZED. SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
REFERTILIZE THE FOLLOWING APR. WITH 50 LBJACRE NITROGEN.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE CONTROLS.
1'
MAINTENANCE:
EMBANKMENT BEFORE THE AREA IS CLEARED.
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBJACRE OF NITROGEN IN MARCH. IF
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
(°
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
10. INSTALL POROUS BAFFLES As SPECIFIED. IS FLOWING UNDERNEATH OR AROUND THEM.
IN LATE OR EARLY MARCH.
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
F
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO THE SKIMMER IS NOT CLOGGED;IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
AGGREGATE ^ti
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
6" MIN. THICKNESS
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY, CHECK
2-3" COURSE
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
NTS
NTS
2 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
3 TEMPORARY SEEDING SPECIFICATIONS
4 PERMANENT SEEDING SPECIFICATIONS
5 TEMPORARY SKIMMER BASIN
DRIVE STEEL POSTS I W INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
MAXIMUM Ir O C AND EXCAVATE A 4"XS' THE BOTTOM OF THE FENCE 8"INTO THE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT ND
POSTS . 4-IN THE TRENCH 1. SHALL A MINIMUM 32S WIOTHACI
.
ALL HAVERWIRE
MINIMUE M WIREF WITH 12-
TOPBBOTTOM STRAND SHALL HAVEAMINIMUM OF6 WIRER WITH 12- STAY SPACING.
1122M I
MIN. 10 GA. WIRE
2. FILTER FABRIC BEAMINIMUM OF36'R WIDTH AND
EDSHALL
WITH 9 WIRE
BE ADEQUATELY TO THE
ES SHALLTSTAKES
STEEL POSTS SIN
DETERIORATES
12-1 1-1/2' THAT TERIOR TESTO SUCH
FABRIC EFFECTIVENESS IS REDUCE SHALL SUCH
MIN. 12-V2IN S)CFENT THAT IT EXPENSE
NCO
TRM INSTALLATION
LINE WIRES
I•
REPLACED CONTRACTOR
MIN. 12-1/2 GA. REPLACED BY CONTRACTOR AT CONTRACTOR'SE%PEASE
�1 2.W'IO.6iM1¶
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
1 2'
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
4. W' N.MMI
ANDAFTEREACHRAINFALLOCCURRENCE. ANYNECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
0.) STAPLES PER 6O
THE DEVICE SHALL BE MADE IMMEDIATELY.
M)5.
PER 50. M)PROVIDE
REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PIPE OUTLET TO FLAT AREA-(00STAPLES
LIF2"-5-
ADEQUATE STORAGE VOLUME AND TO REDUCE
NO WELL-DEFINED CHANNEL
PRESSURE ON THE FENCE AS NEEDEDSTEP)
STEP25. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
UNTIL THIS ACTION IS APPROVED BY AN NCOENR
A A
.+T 4 �• O
SCONTRACTOR
T- 2.0910.61MI 3UP N, 91MI • t�1046M1
4.00 LMMI
gTfACH THE FlLTER FPBRIC TO THE WIRE FENCE, BACKFILL THETRENCN AND COMPACT THE BOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
{ Y"hy{!f
0.
EXTEND THE BOTTOM OF THE FABRIC B'INTO CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4-IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
:1W
2.00-NAIMI
n G�
20ry( 0.61M 1
•
4.W'F] MI
313
POSTSNVO(WOC
�• �.
^ ^ ^
a 00 (1.22MI
WIRE FENCE 'HOG WIRE"
PLAN
^ ^ ^
FILTERFABRIC
�^ er,� N8 WIRE 6TAPtE31-012' LONG
r
1.3 STAPLES PER SQ.YO- IJ STAPLES PER SG. YD
(t.5 STAKES PER SQM ) (20 STAPLES PER SQ. M )
BOTTOM B IWIRE CBURI BURIED
XCAVA FABRIC BNCH & B' IN
EXCAVATED TRENCHbTURNED
V��%�[�
V /
A/
r` CUT 4' IN THE TRENCH
_LLO.W
D
m m
�46MI
STEEL POST DRIVEN
I O
1S0'1046MI
0,9
D00'iMf • 3.00'10.91MI
24' INTO GROUND
GPAVTI 0R FABRK:j
• 2.00' ID 61MI T-
A
STEP 3 STEP 4 SECTION A -A
SECTION A -A
4
• w' 11z2nK • L00' 10.90MI
MAINTENANCE
I
• • • 200'10 SIMI
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
• • 4.W'I1 l2MI
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
ASRE TO AVOID
3.REMOVE ON THE FENCE
PRESSURE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NTS
34 STAKES PER Sp. YD, 3.6 STAPLES PER Sa. YD.
(4. 1 STAPLES PER BE M) MS STAPLES PER SQ. Mj NITS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL,
6 SILT FENCE
10 STAPLE PATTERN FOR W ROLLS
NOTES
1. LA IS THE LENGTH OF THE RIPRAP
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
-(
APRON.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
3
LAS51 RIP RAP
PIPE OUTLET TO 2. D - 1.5 TIMES THE MAXIMUM
STONE DWAETER BUT NOT l65
WELL-DEFINED CHANNEL
THAN 6. •
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' 15 CM DEEP X 6' 15 CM WIDE TRENCH
( ) ( )
WITH APPROXIMATELY 12- (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
4,oa I1.22M1
6.oa 12.44M1
(SEE SECTION THIRD BASIN BELOW)
A A 3. IN A WELL-DEFINED CHANNEL EXTEND
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING
2.0o'(C6t Nq
THE APRON UP THE CHANNEL
BANKS TD AN EF/AmoN OF B'
12' (30 CM)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
1�
ABOVE THE MAXIMUM TILWATER
STAPLES/STAKES SPACED APPROXIMATELY 12- (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
OR TO THE of THE HANK,
oa
4.n.zzMl
\\\\ LASS1 RIP BAP HEADWALL
�EVEER IS LESS.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
y
/ -.:.
-- ////l////1//////I
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTILLED BEIWEFN THE RIPRAP
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'I STAPLES STAKES
/
0] STAPLES PEROO. YO
(o.e STAPLES PER SO. M)
.�
.�---
)WASHED STONE
AND SOIL FOUNDATION.
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
BLANKETS CM OVERLAP
V THICK X 3' HIGH MIN.
4. THE EDGES OF PARALLEL MUST BE STAPLED WITH APPROXIMATELY 2- - 5" (5 - 12.5 CM) DEPENDING
/ SEDIMENT STORAGE AREA
PLAN
GRAVEL OR FABRIC
ON BLANKET TYPE.
/ /
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1.50' [0.46Mj
z.00'to 61MI 3.001091 MI
PERSPECTIVE
3- (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12- (30 CM) APART ACROSS ENTIRE
eaB'PSM� • •
SCALVIEW
NOT TO SCALE
BLANKET WIDTH.
�--(- -y 200'1061 MI
NOTE:
2BY 10.61MI
FGNATURAL GROUND
STORAGE 1. 2' RIP RAP HEADWALL
\\\Y'-
•IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
• • • aoo'Its2rq
SEDIMENT
D
4.oa 1122MI
a
FLOW 1'S IPEINVERT
- y
1.3 STAPLES PER SO YD, 1.7 STAPLES PER SO. YD.
j
) FILTER FABRIC
i 1
(15 STAPLES PER SO. M) Q 0 STAPLES PER SO M)
9
w
m WASHED LASS i RIP -RAP
MAX. SEDIMENT DEPT CONSTRUCTION SPECIFICATIONS:
m
�
_ CF- FILTER DYER
Q
(CLEAN OUT POINT) STONE
GRAVEL OR FABRIC
y
1. CLEAR THE AREA OF ALL DEBRIS99 .
2. INSTALL THE CLASS B OR CLASS RIPRAP IN ASEMI-CIRCLE gROJNC
SECTION A -A
O
SECTION THIRD BASIN, FILTER, 8 CULVERT PIPE THE PIPE IrvLET.
MAINTENANCE
MAINTENANCE:�-
Q
NOT TOSCALE 3. A 1 FOOT THICK LAVER OF NCDOT k5 OR K57 STONE SHOULD BE
1.50' 10.46Mj L50' [0 46MI
o
MAINTENANCE: PLACED ON TH E OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THi
INSPECT MPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT (� INCH OR GREATER)
1 INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
3.00'I09t MI • • • 300'1091 MI
>
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE
RAINFALL EVENTS TO SEE IF ANY EROSION
2 MMED ATELY REPAIR AND/OR REPLACE ANV DAMAGED BLANKET.
T_ -�1 200'IO.BiMI
U
EACH SIGNIFICANT V2'OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZD.9LL
(
AROUND OR BELOW THE RIPRAP F14S TAKEN
3 IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
4 oD' 11 ]2M1 • • • • Too• tD.3oMI
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMP0.
PUCE, OR IF STONES HAVE BEEN DISLODGED.
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
2.00I0.61MI
y
STORAGE AREA TOOTS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
• • • • • 0 •
ACCUMULATED TO 112 THE DESIGN DEPTH OF THE TRAP. PLACE THE
PREVENT FURTHER DAMAGE.
REINSTALLED.
LOO I0.30MI
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
• • • • •
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
N
A
HE E STRUCTURE FOR DAMAGE, ANY RIPRAP DISPLACED FROM
TSTONE
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. NTS
NTS
NTS
34 STAPLES PER SO YD. 38 STAPLES PER SD_ Yp. NITS
TVV
(4.1 STAPLES PER BQ. M) (4.3 STAPLES PER SO. M)
T
7 ROCK PIPE INLET PROTECTION
8 TYPICAL RIP RAP APRON
9 EROSION CONTROL BLANKET INSTALLATION
11 STAPLE PATTERN FOR 81 ROLLS
n
409 Chicago Drive -suite 112
FayetlrviLLe, North Carolina 28506
Fa% (9 o) 426-5777
\���
License Number: C-25,54 ��
A5oLj UTION,. INC
INGG21N4 A SUIZVGYIND A GP5 A C0N5TI2UCTI0N LAYOUT A
02 1 y 1 J
REVISIONS
PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
EROSION
CONTROL
DETAILS
CLIENT
BILLY D. HORNE
P 0 Box 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
JOHN
DRAWN BY:
JOHN
CHECKED BY:
CHRIS
PROJECT NUMBER:
689
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 14, 2013
SHEET NUMBER
C-400

LIFTING LUG-- \
3/4"x3/4" ALUA
*** THE MAXIMUM SPACING BETWEEN BARS SHALL
NOT EXCEED 5.5 INCHES.
1 TRASH RACK
WIDTH
PLAN VIEW
TRENCH
WIDTH
SECTION A -A
NTS
NTS
TASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
12'
V PVC TEE
SECTION A -A
4' PVC CAP WITH
2' DRILLED HOLE
TYPIC°' ORIFICE OLm cT CONFIGURATION
N07M
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES
STRUCTURE A LM 1 B
C QIO D HdES
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
WEEP HOLES
WI-t 1 118,30 1 114.30
4.0 116M 1
3. OUTSIDE RISER DIMENSIONS L-4% W-3-
INSIDE RISER DIMENSIONS L-3', W-2'
4. ANRFLOTATION DIMENSIONS L-4', W-3', D-0.5O'D NTS
2 STORM BASIN
RISER WITH ORIFICE DETAIL
POTENTIALLY BELOW WATER SURFACE
0
0 0
DGE OF Ne AL POOL w
AIL 1IL AL AIL
SHALLOW
WATER PLANTS
UPLANDS (ABOVE WATER SURFACE)
SHALLOW LAND PLANTS
COMMON NAME
SWEETFLAG
BOTANICAL NAME COMMON NAME BOTANICAL NAME
ACORUS AMERICANUS JOE PYE WEED EUPATORIUM FISTULOSUM
SWAMP MILKWEED
ASCLEPIAS INCAMATA RED CHOKEBERRY ARONIA ARBUTIFOUA
VVYY&
M� VIRGINIA IRIS
't_'D?
IRIS VIRGINICA
��t(v-wT
}qK CARDINAL FLOWER LOBELIA CARDINALS
BIG BLUESTEM
ANDROPOGON GERARDII AL SILKY DOGWOOD CORNUS AMOMUM
* SHALLOW SEDGE
CAREX LURIDA
* SWAMP MILKWEED ASCLEPIAS INCARNATA
"VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SWILL HAVE A MINIMUM
OF 6" TOPSOIL SUBGRADE SWILL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL N THESE
AREAS SUCH THAT THE E RATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL
NTS
3 WET POND X-SECTION WITH EARTH BERM
COMMON NAME SIZE SPACING
SWEETFLAG
4 IN CONTAINER
48" O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
48" O.C. MAXIMUM
VIRGINIA IRIS
4 IN CONTAINER
48" O.C. MAXIMUM
BIG BLUESTEM
4 IN CONTAINER
48" O.C. MAXIMUM
SHALLOW SEDGE
4 IN CONTAINER
48" O.C. MAXIMUM
JOE PYE WEED
4 IN CONTAINER
18" O.C. MAXIMUM
RED CHOKEBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
CARDINAL FLOWER
1 GAL CONTAINER
48" O.C. MAXIMUM
SILKY DOGWOOD
1 GAL CONTAINER
48" O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
18" O.C. MAXIMUM
NOTES
* ALTERNATE PLANTS
PLANT SUPPLIERS
CAROLINA GREENERY, WEST END, NC 910-947-3150
MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
1.
PLANT SPACINGS SHALL BE A MAXIMUM OF 18 INCHES ON CENTER.
PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
2.
PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS.
CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3.
SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTILIZE AT RECOMMENDATION
FROM SOILS ANALYSIS.
**VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
4.
ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA
OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
GRASS FOR A PERMANENT GROUNDCOVER.
AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL.
5.
ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL.
NTS
TOP OF
CLASS B STONE -
SEE PLAN FOR
THICKNESS
FILTER FABRIC
3
1
SEE PLAN FOR
SPILLWAY WIDTH
SPILLWAY CROSS SECTION
SEE PLAN FOR
RIP RAP
THICKNESS
SEE PLAN FOR THE
INVERT OF THE SPILLWAY
WHICH IS THE ELEVATION
WHERE THE FABRIC
MEETS THE STONE
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
4 EMERGENCY SPILLWAY
SUBGRADE
NTS
NTS
5 ANTI -SEEP COLLAR 6 VEGETATED SHELF PLANTING DETAIL 7 GRAVEL LAYDOWN SECTION
NOTES: GRASSED OR RIP RAP LINED SWALE
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
Frw NATURAL GROUND TGRADE THE BASIN SUCH THAT THE BOTTOM lsLEVEL ENTIRE LENGTH OF THE SWALE.
MAX. SLOPE CIYPT DRIVE POSTS C INTO EXCAVAOUNDTE
TTTACHTOM FENCE FENCE
POSTCEIr INTO
EXTEND 2. INSTALL SHALL EXTEND
THE FULL WON THEIDTH
GRADING PLAN.
TRENCMA)UMH
M P OG. AND G THE LANE OF 8' THE VA BOTTOM TRENCH AND TURNED
THE OUT
TRENCH UPHILL ALONG THE LINE OF BAFFLES SHALL E%TEND THE FULL W IDTH OF THE BASIN.
EXCAVATED TRENCH AND TURNED OUT a' IN
POBTB. THE TRENCH. SUPPORT WIRE OR 3. DO NOT SPLICE THE FABRIC, USE ACONTIN0005 PIECE SEE PLAN FOR WIDTH
ROPE ACCROSS THE BASIN OR TRAP.
I I 2 S / `STEEL Posrs a. Posrs FOR THE BAFFLES snML BE a' CC. F.NRTx REwR SB>l RN1sr �,0� EXISTING
N //
MAINTENANCE
NATURAL GROUND 1 �_ , W GRASS OR RIP RAP LINING GROUND
Ham'$ - / 1. INSPECT BASE
SS THAN ONES CACHE
ACTIVWEEK AND
ON AFTER EACH
IN 0' SEE PLAN
1 � m NO CASE LESS THAN ONCE PER WEEK PND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BJTTCM ANCHORED WITH 6TAPLL5
'may m SEE PLAN FOR
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF THEFULLSEDIMENT
IS TO REMOVED
AVOID DAMAGING THE U
BAFFLES WHEN THE SEDIMENT IS REMOVED. iL .�
DEPTH
R 3 N RA TOR UNTIL THIS
ACTION
NOT APPROVED
N THE S 3 1
`COMPACTED SOIL CONRACTOR UNTIL THIG ACTION IS APPROVED BY AN s I 'd'T 1D
SCOTENR REPRESENTATIVE. THE ACTION WILL BE '
DRAINAGE AREA I _-
APPROVED WHEN THECONTRIBUTING S ElET ZfME t
STEP 1 STABLE. CONSTRUCTION SPECIFICATIONS:
WHEN A GRAVEL DWERW-51M IS REQUIRED, THE HIMSTEP SS[ OF S ACE AREA
HALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6'. 4. PLACEMENT OF BAFFLES: 1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
ALL OTHER REQUIREMENTS SHALL REMAN THE SAME. ATTACH THE JUTE NETTING OR OTHER FABRIC BACKFILL THE TRENCH AND COMPACT THE SOIL INLET ZONE-35% OF LENGTH FROM ENTRY POINT
APPROVED BY THE ENGINEER TO THE STAY WIRE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FIRST CELL -25% OF LENGTH FROM INLET ZONE FIRST CHAMBER COMPACTED D' OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
TEMPORARY DIVERSION KEY NOTES: AND POSTS EXTEND THE BOTTOM OF THE FABRIC FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. SECOND CELL -25% OF LENGTH FROM FIRST CELL 2M OF SURFACE AREA SUBGRADE 2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
S' INTO THE TRENCH AND TURNED OUT 4' IN THE THE TOP OF THE FABRIC SHALL BE E'HIGHER OUTLET ZONE -15% OF LENGTH FROM SECOND CELL
TRENCH OR USE BE EROSION CONTROL MATTING THAN THE WEIR. �OMD CHAMBER ANDDIMENSIONSAROUND THE NONTHE PERIMET R O FT
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS. STAPLES. 2S CF SIRFA(F AREA OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES. POSTS MAX O.C. FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
OUTET
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE TOP STAY WIRE OR ROPE in OF SORE BUILDUP.
fS SURFACE AREA 3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
FOR LESS THAN 30 DAYS. q JUTE NETTING OR EpurvILENT SO THAT SURFACE WATER MAY ENTER THE CHANNEL
BOTTOM OF FABRIC BURIED S"
FREELY.
i N EXCAVATED TRENCH a 4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
i TURNED OUT 4' IN THE PERSPECTIVE VIEW
O. TRENCH, OR PINNED WITH S"
MAINTENANCE: EROSION CONTROL MATTING
STAPLES.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE �` �� MAINTENANCE$ CONSTRUCTION:
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS :y''. STEEL POST ORIVBN
AND MAKE TIMELY REPAIRS AS NEEDED. 2a" INTO GROUND
q 1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
STEP 3 STEP a SECTION A -A 3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
NTSNITS 4 KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NITS
8 TEMPORARY DIVERSION BERM 9 POROUS BAFFLES 10 SWALE #1 CROSS SECTION
U
N
O
05
409 Chicago OriVe - Suite 112
FayeHeail. e. North Carolina 28306
Phone: [phone] \\��
Fax [phone]
License Number: C-2354
4d A5ITS \\�
,50LUTION,, INC
A, GNSIN6 ZIINS Al UZVCYING A[PJ A CONSTRuaoN LAYOUT
c��r"15IS
REVISIONS
ISSUED FOR CONSTRUCTION
Q1
09-15-15 REDESIGN WET POND TO
MATCH CONSTRUCTED POND
PROJECT NAME
LOT 18 SITE
IMPROVEMENTS
SITE AND
WET POND
DETAILS
CLIENT
BILLY D. HORNE
P 0 Box 205
Fayetteville, North Carolina 28302
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
JOHN
DRAWN BY:
JOHN
CHECKED BY:
CHRIS
PROJECT NUMBER:
689
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MARCH 26, 2013
SHEET NUMBER
C-401