SW8010507_APPROVED PLANS_20010629

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

AGENCY CONTACT LISTING
GAS ELECTRIC
NORTH CAROLINA NATURAL GAS CAROLINA POWER & LIGHT
347 MILITARY CUTOFF RD. WILMINGTON, N.C. 28403 404 RALEIGH ST. WILMINGTON. N,C, 28412
MS. MARY HARTSELL MR. BENNETT POTTER
[phone] [phone]
TELEPHQNE
BELL SOUTH
3809 SHIPYARD BLVD. WILMINGTON, N,C. 284032
MR, KENNY SMITH
[phone]
FIRE MARSHALL
BRUNSWICK COUNTY EMERGENCY MANAGEMENT
3325 OLD OCEAN HWY. BOLIVIA. N.C. 28422
MR. SCOTT GARNER
[phone]
TRAFFIC ENGINEERING
NORTH CAROLINA D.O.T.
429 MULBERRY ST. SHALLOTTE, N.C. 28470
MS. MICHELLE PODESZWA
[phone]
SANITARY SEWER.
D.H. INVESTORS
POS 157 LELAND, N.C. 28451
MR. E. G. DALE
[phone]
BUILDING, DEPARTMENT
BRUNSWICK COUNTY INSPECTIONS DEPARTMENT
20 REFERENDUM DRIVE N.E, BOLIVIA, N.C. 28422
MR. DELANEY AYCOCK
[phone]
PLUMBING
BRUNSWICK COUNTY INSPECTIONS DEPARTMENT
20 REFERENDUM DRIVE N.E. BOLIVIA. N.C. 28422
MR. DELANEY AYCOCK
[phone]
STORM DRAINAGE
THE CITY OF LELAND CODE ENFORCEMENT
102 TOWN HALL DRIVE LELAND, N.C. 28451
MR. DAVID W. HEWETT
[phone]
WATER
NORTH BRUNSWICK SANITARY DISTRICT
516 VILLAGE RD, N.E. LELAND, N.C. 28451-1030
MS. JEAN G. SPEIGHT
[phone]
PROJECT OWNER
AND CONSULTANT
OWNER/ APPLICANT
ALPHA DEVELOPMENT GROUP
5306 SIX FORKS ROAD
RALEIGH, NC 27609
[phone]
ARCHITECT
LITTLE & ASSOCIATES ARCHITECTS
5815 WESTPARK DRIVE CHARLOTTE, NC 28217
[phone]
MAIL ENGINEERING CONSULTANT
KIMLEY—HORN AND ASSOCIATES, INC.
3001 WESTON PARKWAY CARY, NC 27513
MR. JIM BELL
[phone]
SURVEYOR
SHERWIN CRIBB, R.L.S.
1144 SHIPYARD BLVD.
WILMINGTON, NC 28412
(91 O)791-0080
STORMWATER MANAGEMENT
PLANS FOR
pharmacy
STORE NUMBER 5563-02
VILLAGE ROAD
LELAND, NORTH CAROLINA
N
W E
S
O CLARKTON
o
CURRY 40
421
BOLTON O
74 CASTLE HAYNE
• LELAND
OWILMINGTON
OSONSORO
211 MYRTL GROVE
O BOILING SPRING LAKES
PROJECT LOCH TION
NOT TO SCALE
PREPARED IN THE OFFICE OF:
P.O. BOX 33068 - RALEIGH,
PHONE: [phone]
N
W E
S
SR, 14,72
4
SITE f
PROJECT LOCH TION
NOT TO SCALE
K'Imley=Horn
III
and Associates, Inc.
NORTH CAROLINA 27636-3068
FAX: [phone]
INDEX TO SHEETS
sHee.l DESCRIPTION
CS I COVER SHEET
C3 I SITE PLAN
C4
I GRADING,
DRAINAGE
AND EROSION CONTROL PLAN
C9
EROSION
CONTROL
DETAILS
e
REVISIONS
R=*7TEn
�. a0NMEIfX
_I QUALITY
lwwatw Ferf lit 1,
NO. DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 1999
DRAIMNQ 88303COO.dwg 5-17-00 3:01:04 pm EST
DATE:
MAY, 2001
SEAL:
JOB NUMBER:
5-14-'D
012107001
4
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GENERAL SITE NOTES
A. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND
LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE
PLANS, THE CONTRACTOR SHALL MAINTAIN A
CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT
STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING
CONSTRUCTION OF THE PROJECT.
B. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF CURB
UNLESS OTHERWISE NOTED.
C. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL
CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE
TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN
ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS
PRIOR TO ANY DEMOLITION. GRADING, OR CONSTRUCTION ACTIVITY THE
CONTRACTOR SHALL NOTIFY THE NORTH BRUNSWICK SANITARY DISTRICT
AT [phone] FOR PROPER IDENTIFICATION OF
EXISTING UTILITIES WITHIN THE PROJECT SITE.
E. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE,
F, CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER TOWN OF
LELAND AND ADA STANDARDS AT ALL DRIVE AND
BUILDING LOCATIONS AS REQUIRED.
G. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE
OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS
FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
H. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS
DO NOT MATCH INFORMATION ON PLANS.
I. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF —SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
J. NON—STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT—OF—WAY REQUIRE A RIGHT—OF—WAY ENCROACHMENT AGREEMENT WITH
THE STATE AND LOCAL TRANSPORTATION DEPARTMENTS BEFORE INSTALLATION.
MAP NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY:
SHERWIN D. CRISS. ENTITLED:
CVS #5563, DATED 4-4-2001.
SITE AREA:
BUILDING AREA:
PARKING REQUIRED (1 SPACE/200 SO. FT. RETAIL -
PARKING PROVIDED:
ZONING:
DENUDED AREA
LEGEND
2.04 AC.
10,880 SO. FT
54 SPACES
74 SPACES
C-2 (REGIONAL COMMERCIAL)
1.94 AC.
PAINTED TRAFFIC ARROW
e •� ' e
CONCRETE
SIDEWALK
-r
PROPOSED
TRAFFIC SIGN
PROPOSED
CVS DIRECTIONAL SIGN
OPROPOSED
PARKING COUNT
AREAS OF PROPOSED HEAVY DUTY ASPHALT
PRELIMINARY
NOT FOR CONSTRUCTION
E. G. BALE
w
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VIDEO
STORE
"ENTER"
SIGN —
DUMPSTER PAD
E�
POSSIBLE 12'
LANE ADDITION
A UTO PARTS
STORE
FUTURE NCDOT
ROW
49-
R-1641.5
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WOODBRIDGE CO. I 1 I sr
R-'927 36.
L GRAPHIC SCALE PROPOSED TRAFFIC SIGNAL
�-- _
30 0 13 30 60 120 i
( IN FEET )
I inch = 30 ft
l'
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51C CZ In
CONSULTANT:
KIMLEY—HORN AND ASSOC.
3001 WESTON PARKWAY
CARY, NC 27513-2301
TEL [phone]
FAX [phone]
SEAL:
!�-'IAya I
CVS/
rv--%
poh&[Fgn&@y
STORE NUMBER: 5563
VILLAGE RD
LELAND, NC 28541
OWNER/DEVELOPER:
ALPHA DEVELOPMENT GROUP
5306 SIX FORKS ROAD
RALEIGH NC 27609
OFFICE: [phone]
FAX: [phone]
REVISIONS:
LAYOUT COORD: JAB
PLANNING MGR. JAB
DRAWING BY: TLM
DATE: 5— 4-01
JOB NUMBER: 012107001
TITLE:
SITE
PLAN
SHEET NUMBER:
C�3
COMMENTS: NOT FOR CONSTRUCTION

GENERAL NOTES
A. ASPHALT TO DRAIN AS SHOWN.
B. ALL SPOT ELEVATIONS SHOWN ARE TO GUTTER ELEVATION
AT FACE OF CURB OR CONCRETE ELEVATION AT FACE OF
ISLAND UNLESS OTHERWISE NOTED.
C. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
D. NON-STANDARD ITEMS (IE; PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH
THE STATE AND LOCAL TRANSPORTATION DEPARTMENTS BEFORE
INSTALLATION.
EROSION CONTROL NOTES
A. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND
SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.
B. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS
SHALL BE TAKEN OFF SITE AND LEGALLY DISPOSED OF.
C. SOIL REMAINING ON SITE SHALL HAVE SILT FENCE TIGHTLY PLACED AROUND
THE ENTIRE CIRCUMFERENCE OF THE PILE.
D. PROVIDE EROSION CONTROLS AS NECESSARY TO PREVENT IT FROM GETTING
OF SITE OR INTO EXISTING DRAINAGE STRUCTURES.
E. ERECTION OF EROSION CONTROLS SHALL BE IN ACCORDANCE WITH STATE
AND LOCAL EROSION CONTROL REGULATIONS.
MAP_ N QTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY.
SHERWIN D. CRIBB, ENTITLED:
CVS #5563, DATED 4--4-2001.
GRADING LEGEND
100
-_ - 100 -----
too,00
x100.00
-SF SF--
- TF TI =--
ww
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
FLOW ARROW
SILT FENCE
TREE PROTECTION FENCE
INLET PROTECTION
CATCH BASIN
RCP PIPE
DRAINAGE AREA
PRE DEVELOPMENT DISCHARGE FOR 25 YEAR STORM (925)
AREA
AC.
RATIONAL RUNOFF
COEFFICIENTS C
INTENSITY
IN R
025
CF5
TYPE
OTY.
BUILDING ASPHALT
0.03
0.9
*8.0
0.22
EXIST. GRASS AREA
2.25
0.40
*8.0
7.20
TOTAL
1 2.28
**7.42
* 25 YEAR RATIONAL INTENSITY VALUE FOR WILMINGTON N.C.
** 025 - TOTAL AREA (AC)* CC* INTENSITY (IN/HR)
POST DEVELOPMENT DISCHARGE FOR 25 YEAR $TQRM.,(25
AREA
AC.
RATIONAL RUNOFF
COEFFICIENTS C
INTENSITY
IN/HR
025
CFS
TYPE
OTY.
DEVELOPED AREA
1.85
0.74
48.0
**11100
POND AREA
0.43
0.44
*8.0
1.51
POND DETENTION
- 5.19
TOTAL
2.28
***7.32
* 25 YEAR RATIONAL INTENSITY VALUE FOR WILMINGTON N.C.
** 025 - DRAINAGEL AREA (AC)* C * INTENSITY (tN/HR), VALUE
DETERMINED USING STORMCAD CALCULATIONS (SEE REPORT)
*** 025 ROUTED THRU POND
PRELIMINARY
NOT FOR CONSTRUCTION
1K
t
BASIN DIMENSIONS
WET BASIN SIZE
ELEV.
WIDTH
LENGTH
AREA (SF)
0 BANK
25'
55'
182'
10,010
O PERMANENT POOL
22'
37'
164'
6,068
0 SHELF ENDING
20.5'
19'
146'
1 2,774
0 BOTTOM
18,5'
7'
134'
1 938
ZONING_ C--2
PROPOSED 1�
51 r
+,, }•
PROPOSED ►!;, ''; ;r'
SHOPPING CENTER
PARKING LOTASPHALT PAVEMENT
PAVEMENT
(BY OTHERS)
I � I
5
ilk :'N'
TNI
t o I y �fr
it
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,
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WOODBRIDGE CO. rr ,� ` 1f I rl ,;1. 't,
I rr y
M y
!,`, ,,
CENTER -- _ -- - 4 _ ; ` y _
SHOPPING _ _ � /
PARKING LOT
ASPHALT PAVEMENTLLLLjLL
(BY OTHERS)PRIVA
oNSTR
BE C
--------------
25
INV, OUT ■ 18.50
I i `
CB 3, NCDOT ;
INDEX N0. 640.02 I
T/C - 25.25 i!
INV. IN - 19.25 n
INV. OUT - 19.15 � 11 1 1
1 I
co
6�1 I 1
Q:
ZONING: C-2 �
n
N
PAVED PARKING LOT �
w
7
I I I I
E. G. DALE cn
w � i iol 1
INV. OUT - 20.60 1 I q° I I
f; I
DROP INLET 1 I I I
TOP 23,61 I 1,1-1 V _
INV. 20.36 ` 1 {1 1 1
• I
15" 0 C.P.P,-- ' U
RIPRAP OUTLET PROTECTION � .-
6" STONE, IS- THICK
71
91 x 10.5`W
INV, 15"0 C.P.P. 19.1---- ;
4% C.M.P.
INV. 2 ;
WATER M�T��---� -- ;-;� << �J
24"0
EDGE 4F PAVEMENT _
-�L DROP INL' T
' TOP 23.92
5 V' INLET INV. 19':92 IN
TOP 22.60 INb'. 102 OUT
INV. 19,21 IN -
JL 1 ---
JJ
20
' v
/lye
2s.so
i
-
PROPOSED------------------
82'-18 RCP
0.797i
♦ ��%
10,880 SF
INLET
-
PROTECTI �t
CONNECT TO "_ '• -'` �,=,"
ROOF DRAINS
ip
26.
sslei
1 '- - ,
0 RC'!r'
CTI
DIA. RISER�11
43-"i8" RCP
� 5.50 i 1r
1, NCDOT
INDEX NO 840.02 r f ! I
T/C - 25.50-
,,�.'r'i'` INV. OUT 21.90
fvD, z r P L CTION
ZONING: C-2
CONC TE FL ME r
\ Nil I ,.a:
jE I E. G. DALE
if
1 SO
�I�
I ri
'{= y
1 W
INLET I / aD0 ff f
PROTECTION ♦ r I
2
CONCRETE FLUME rfI
/1 rf I t
{+ FUTUR 60T 1 ¢rh
�
�
-- _ - ---- - `Z
I �
r AUTO FARTS
VIDEO STORE
STORE
GRAPHIC SCALE ZONING: C-2
39 o is 30 so t2o
( IN FEET )
1 inch - 30 ft
27
-------------------------------------------
--
CB 0 2, NCDOT
INDEX NO. 840.02
T/C - 25.15
INV, IN - 21.50 8"}"
INV. IN - 20.65 �18 )
INV. OUT - 20.55 (18")
Nm
NO WETLANDS EXIST WITHIN PROJECT BOUNDARIES
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CONSULTANT:
KIMLEY-HORN AND ASSOC.
3001 WESTON PARKWAY
CARY, NC 27513- 2301
TEL [phone]
FAX [phone]
SEAL:
s/4-101
(pharmacy
STORE NUMBER: 5563
VILLAGE RD
LELAND NC 28541
OWNER/DEVELOPER:
ALPHA DEVELOPMENT GROUP
5306 SIX FORKS ROAD
RALEIGH NC 27609
OFFICE: [phone]
FAX: [phone]
REVISIONS_
LAYOUT COORD: JAB
PLANNING MGR. JAB
DRAWING BY: TLM
DATE: 5-4-01
JOB NUMBER: 012107001
TI TLE: GRADING,
DRAINAGE,
& EROSION CONTROL
SHEET NUMBER:
C�4
COMMENTS: NOT FOR CONSTRUCTION
V

Ll
CONSTRUCTION SCHEDULE
J. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN
OF LELAND ENGINEERING DEPARTMENT.
2. SET UP AN ❑N-SITE PREC❑NSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR OF THE TOWN ENGINEERING DEPARTMENT (PH.910
371-0148) TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS,
DIVERSION DITCHES, TREE PROTECTION, AND OTHER MEASURES AS
SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE
DEVICES.
4. CALL [phone] FOR ON -SITE INSPECTION BY ENGINEERING
INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES THE
GRADING PERMIT. BEGIN CLEARING AND GRUBBING AFTER PERMIT
ISSUANCE.
5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET
WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH
PHASE OF EROSION CONTROL MEASURES.
7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE,
U.S. SOIL CONSERVATION SERVICE, TOWN OF LELAND EROSION
CONTROL ORDINANCE, AND THE TOWN OF LELAND ENGINEERING
DEPARTMENT.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN
ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT
WITH THE TOWN OF LELAND EROSION INSPECTOR SO THAT
PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE
STAGES OF CONSTRUCTION.
SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches, Slopes (Max 3:1)
DATE
TYPE
PLANTING RATE
Aug 15
- Nov
1
Tall Fescue
300 Ibs/acre
Nov 1
- Mar
1
Tall Fescue
30D Ibs/acre
& Abruzzi Rye
25 Ibs/acre
Mar 1
- Apr
15
Tall Fescue
300 Ibs/acre
Apr 15
- Jun
30
Hulled Common Bermudogross
25 lbs/acre
Jul 1
- Aug
15
Tall Fescue and
120 Ibs/acre
***Browntop Millet
35 Ibs/acre
***or Sorghum -Sudan Hybrids
30 Ibs/acre
Slopes (3:1 to 2:1)
Mar 1
- Jun
1
Sericea Lespedeza (scarified)
50 Ibs/acre
&
(Mar 1
- Apr
15)
Add Tall Fescue
120 lbs/acre
(Mar 1
- Jun
30)
Or Add Weeping Lovegrass
10 Ibs/ocre
(Mar 1
- Jun
30)
Or Add Hulled Common Bermudograss
25 Ibs/acre
Jun 1
- Sep
1
***Toll Fescue and
120 Ibs/acre
***Browntop Millet
35 Ibs/ocre
***or Sorghum -Sudan Hybrids
30 Ibs/acre
Sep 1 -
Mar 1
Sericeo Lespedeza (unhulled-unscarified)
70 Ibs/acre
and Tall Fescue
120 Ibs/acre
(Nov 1 --
Mar
1)
Add Abruzzi Rye
25 Ibs/acre
Consult Conservation Engineer or Soil Conservation Service for
additional information concerning other alternatives for vegetation of
denuded areas. The above vegetation rates are those which do well under
local conditions; other seeding rate combinations are possible.
***Temporary - Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow over 12" in height before
mowing, otherwise fescue may be shaded out.
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTtPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE-10-10-10
SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION ® 300 GALS./ ACRE
I
1.5'
max
CURB INLET
WIRE MESH
i•��������i Sri ���1�t�.+it������ `.�,����,_"�`�i#
OVERFLOW
SEDIMENT LADEN RUNOFF
WIRE SCREEN __J
2' X 4" STUD BRACE
CURB INLET
ems:
1. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT THEIR SIDE
OF THE INLET OPENING. A 2-X4- STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES
OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS ARE PLACED ON THEIR SIDES
ACROSS THE INLET AND ABUTTING THE SPACER BLOCKS..
2. OUTSIEE HARDWARE
HI FACE COMPARABLE
OF THEEBLIOCKS rD PREVENTNFILTER STONE FSHALL BE ROM PLACED BEING WASHED
THROUGH HOLES IN THE BLOCK.
3. WASHED STONE PER SATE AND LOCAL SPECIFICATIONS SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK.
4. CHECK DEVICE AFTER EACH RAIN. REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT.
5. APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY 15 NECESSARY TO PREVENT EXCESSIVE PONDING
IN FRONT OF THE INLET.
BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER
2 X 4" wood frame
DrOD inlet
3'
min.
NOT TO SCALE
•ame
Stake
Buried Fabric
Installation of fabric and supporting frame for inlet protection.
NOT TO SCALE
NOM
1. 6:1 VEGETATED SHELF & TOP OF BERM
TO BE P ANTED WITH D
NCDENR BMP B M
PLANT LIST.
2. REMAINDER OF POND AND RM TO BE
SEEDED WITH
- i TEMPgMARY POOL EL.
i PERMANENT POOL EL.
-NOTES-:
In spite of pre:autions, some damage to protected trees may occur. In such cases
repair any damage to the crown, truck or root system immediately.
- Repair rots by cutting off the damaged areas and painting them with tree
paint. Spread peat moss or moist topsoil over exposed roots.
- Repair damage to bark by trimming around the damaged areas as shown
in Figure 6.04b, taper the cut to provide drainage, and paint with tree paint.
Cut oii'-ai, damaged tree limbs above the tree Collar at the trunk or main
branch. Use three separate cuts as shown in Figure 6.05c to avoid peeling
bark fron healthy areas of the tree.
Incorrect
Correct
Barrier should be installed at the drip
line of tree branches (modified from NJ).
EXAMPLE OF TREE PROTECTION FENCING
NOT TO SCALE
aWASHED STONE PER STATE AND
LOCAL SPECIFICATIONS TO
BE USED. PAD TO BE 501 X 20'w X 6'
D AT A MINIMUM.
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
a. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY: KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
_6
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE
CONTRACTOR TO STRAPMETAL HARDWARE
CLOTH & SILT FENCE F.EIRIC AROUND ENTIRE
RISER STRUCTURE DUR110 CONSTRUCTION,
REMOVE CLOTH & FENC,* FOLLOWING THE
COMPLETION OF CONSTUCTION,
COMPACED SELECT
BACKFILL TO BE PLACED
IN V-8 LAYERS AND
COMPACED TO 95% STANDARD -
PROCTOI MAXIMUM DRY DENSITY.
RM FL. 25.0
OF FORE BAY INTALL 3 - 7
3"I ORIFICE
P%R PIPE WITH
E141CAP, PROVIDE
A
OF :NDCAP. TER
TO STRAY METAL HARDWARE
FENCE raRIC OVER
:E DURIIN CONSTRUCTION.
H FOLLOVNG THE
)F CONSTUCTION.
8 DETENTION POND DETALS
C - 9 NOT TO SCALE
NOT TO SCALE
V LANDSCAPE ZONE
IN MIDDLE OF BERM
ALL THE WAY AROUND
THE POND
r-METAL GRATE/TRASH RACK
18" RCP
INSTALL CMP V-O' BELOW BASIN
GRADE, FILL CMP w/ CONCRETE
AS ANTI -FLOATATION DEVICE
r8+OCMAX -'I
1) TOTAL DRAINAGE AREA FLOWING
FENCE MAY NOT EXCEED 1 ACRE. SILT FE1�E
2) SILT FENCES SHOULD NOT BE
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW t ((/ FLOW OF WATER
(CREEKS, DITCHLINES, SWALES l 1 1
ETC.) ORE Pa TO INCREASE STORAGE CAPACITY AND
SEIDOEVO S, PROLONG THE LIFE OF THE SILT FENCE, IT
IS GENERALLY ADVISABLE TO DIG A
1 SEDIMENT PIT IN FRONT OF YOUR LIST
o FENCE WHENEVER POSSIBLE.
12 GAUGE 4"X4" OR 2N4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS. OR FASTENED TO CEDAR OR
WOOD POSTS W/ NO.8 STAPLES.
• ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
W/ METAL CLIPS OR WIRE AT 8' OFF
CENTER.
• MAX. SEDIMENT STORAGE LEVEL. REMOVE
' SEDIMENT WHEN THIS LEVEL 15 REACHED OR
o • a" • AS DIRECTED BY CONSERVATION INSPECTOR.
• - - TRENCH, COVER W/ SOIL & TAMP BACKFILL.
* - - - - - - - - SHEET DRAINAGE (ONLY)
. ___________
- - - - - - - - - - - NATURAL GRADE
CARRY APPROX.12' OF FABRIC INTO
1-
CARRY 5" OF WIRE INTO TRENCH.
METAL, CEDAR OR 4"X4` TREATED WOOD
POSTS AT 10'O.C. MAX.. CEDAR & WOOD
POSTS SHOULD BE 3' DEEP MIN.
SILT FENCE FOR SMALL DRAINAGE
3 AREA LESS THAN ONE ACRE
C - 9 NOT TO SCALE
J
PLAN
La
d
NOTES! SECTION A -A Filter blanket
SEE APPROPRIATE SCI EDUL E MR ONMENS10NS
1. La is the length of the riprop apron.
2. d - 1.5 times the maximum stone diameter but
not less than 6"
3. In well-defined extend the apronup the
channel banks to on elevation of 5" above the
maximum tailwoter depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprop and soil foundation.
OUTLET PROTECTION FOR DEFINED CHANNEL
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CONSULTANT:
KIMLEY-HORN AND ASSOC.
3001 WESTON PARKWAY
CARY, NC 27513-2301
TEL [phone]
FAX [phone]
SEAL:
57 Ste 1
STORE NUMBER: 5563
VILLAGE RD
LELAND NC 28541
OWNER/DEVELOPER:
ALPHA DEVELOPMENT GROUP
5306 SIX FORKS ROAD
RALEIGH NC 27609
OFFICE: [phone]
FAX: [phone]
REVISIONS:
LAYOUT COORD: JAB
PLANNING MGR. JAB
DRAWING BY: TLM
DATE: 5-4-01
JOB NUMBER: 012107001
TITLE: EROSION
CONTROL
DETAILS
SHEET NUMBER:
C-9
COMMENTS: NOT FOR CONSTRUCTION