SW8051028_APPROVED PLANS_20051110

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 9&5_`oP�2
DOC TYPE
❑ CURRENT PERMIT
?v APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

E
7
0
!MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked
for stability and operation following every runoff producing
rainfall but in no case less than once every week. Any
needed repairs will be made immediately to maintain all
practices as designed.
2. All construction entrances will be periodically topdressed
with an additional 2 inches of #4 stone to maintlan proper
depth. Any sediment that is tracked into the street will be
immediately removed.
3. Sediment will be removed from the sediment trap and block
and gravel inlet protection device when storage capacity
has been approximately 50 % tilled. Gravel will be cleaned
or replace when the sediment pool no longer drains properly.
4. Sediment will be removed from behind the sediment fence
when it becomes 0.5 feet deep at the fence. The sediment
fence will be repaired as necessary to maintain a barrier.
5. The sediment basin will be cleaned out when the level of
sediment reaches 2.0 feet below the top of the riser.
Gravel will be cleaned or replaced when the sediment pool
no longer drains properly.
6. All seeded areas will be fertilized, reseeded as necessary,
and mulched according to specifications in the vegetative
plan to maintain a vigorous, dense vegetativie cover.
STABILIZATION NOTES
1. All slopes will be stabilized within 15 days of cease of any
phase of grading.
2. All other areas will be stabilized within 15 days of cease of
any phase of grading.
CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week
prior to beginning construction.
3. lnstaR/Maintain temporary construction entrancelexit.
4. Before clearing and grading of the site, install silt
fencing at the base of slopes to restrict movement of
sediment from the site.
5. Begin clearing and grading of the site.
6. Install storm piping, catch basins, and curb inlets.
7. Install Inlet Protection for catch basins and curb inlets
to restrict movement of sediment from the site.
8. All erosion and sediment control practices will be
inspected bi-weekly and after each rainfall event.
Needed repairs will be made immediately.
9. After the entire covered area is stabilized, an temporary
measures will be removed and permanent vegetative repairs
to be completed.
ti-
VEGETATION PLAN
1. After complete stabilization of the entire covered area,
top cover soils will be roughened by making 1 =2" deep
grooves perpendicular to the slope.
2. Spread time (agricultural limestone) evenly over the area
at a rate of 1.5 tans/acre; spread 10--10-10 fertilizer at rate
specified and incorporate into the top 6" of soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 tb/acre grain straw or equivalent and anchor by
weighted farm disc set nearly straight or other mulch anchoring tool.
7. Mow as needed and referti'lize in late winter or early spring by topdressing
with 10- 10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more
than 15 days. If grades are not complete and exposure is more than
15 days, temporary seed as specified.
LEGEND
PROPERTY LINE
30' SETBACK
SETBACK LINE
•
SEWER MANHOLE (PROPOSED)
,- -----
PROPOSED SEWER LINE
--•----6V---
PROPOSED 6" WATER LINE
to --
PROPOSED STORM DRAIN LINE
23
CONTOUR (EXISTING)
A
PROPOSED WATER VALVE
lx{
PROPOSED WATER LINE TEE
FT
90' SEND
WC
PROPOSED FIRE HYDRANT
WV
WATER VALVE (EXISTING)
ea
FIRE HYDRANT (EXISTING)
0 WM
WATER METER (EXISTING)
O
SEWER MANHOLE (EXISTING)
SSMH
PP
0
POWER POLE (EXISTING)
0
TELEPHONE PEDESTAL (EXISTING)
O
PROPOSED UNIT NUMBER
(
PROPOSED CURB INLET WITH PROTECTION
®
PROPOSED DROP INLET WITH PROTECTION
DUMPSTER
©
PROPOSED DOG HOUSE MANHOLE
CLEARING LIMITS LINE
............ ................:.....
LANDSCAPE AREA
-- -SF ---
SILT FENCE
TEMP. UTILITY IMPACT
217
PROPOSED SPOT ELEVATION
SHEET FLOW
It -IV. tau; .1.%.'
o
SITE DATA TABLE
1.
PROPERTY AREA
348,492 SF / 8-00 AC v
2.
BUILDING AREA
85,378 SF / 1.96 AC ?
3.
ASPHALT AREA
57,649 SF / 1.32 AC
4.
SIDEWALK AREA
8769 SF / 0.20 AC
5.
DISTURBED AREA
348,492 SF / 8.00 AC
6.
PERVIOUS AREA
19r�L&96-,9 / 4.51 AC
7,
IMPERVIOUS AREA
151,796 S 3.48 AC
$.
PARKING SPACES
--T40-
I f
i I
tB�77'�615ZO
0
UKAINAUL UHUH
3:1 SIDE SLOPE
SSMH
TCP 22.7'
1.1-4v. IN 15.44.
'INN. OUT 15.74
l.rf_Lnl%t1VV Ll IviI IJ
6" TAPPING SLEEVE
AND VALVE ON EXISTING
8" PVC PIPE
BORE AND JACK
40LF 18" STEEL CASING,
.25" WALL THK. WITH
6" DIP CARRIER PIPE
\ �5MH
KIP 23.30
INN.' -IN 14^
GRAPHIC SCALE
25' 0 50' 100'
REV NO. DESCRIPTION DATE
REVISIONS
1
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL
UNLESS OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE
NOTED.
3) THIS PROPERTY IS IN FLOOD ZONE A & C AS
SHOWN ON FEMA FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 370295 0335 E, DATED
APRIL 2, 1991. NO BASE FLOOD ELEV DETERMINED
LANDSCAPE NOTES:
1. LANDSCAPE STRIP SHALL BE A MAXIMUM SLOPE OF 7:1 IN
ORDER TO PLANT VEGETATION.
2. PROVIDE A MINIMUM OF 3 INCHES OF MULCH AROUND ALL
PLANTING.
GENERAL NOTES:
1. CONTRACTOR SHALL CONTACT THE N.C. ONE CALL
CENTER TO LOCATE EXISTING UTILITIES AT THE SITE
PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. CONTRACTOR SOLELY RESPONSIBLE FOR COORDINATION
WITH EXISTING UTILITIES AND ANY DAMAGE THAT
OCCURS.
3. CURRENT/REQUIRED TRACT ZONING - R-15.
4. ALL TREES TO BE SAVED MUST BE PROPERLY PROTECTED
THROUGHOUT CONSTRUCTION.
5. ALL BUILDING ROOF DRAINS SHALL BE CONNECTED TO THE
STORM DRAINAGE COLLECTION SYSTEM,
PARKING NOTES:
1. VARIANCES ON STALL WIDTHS, ANGLE AND OTHER
DIMENSIONS WILL BE ALLOWED ONLY UPON APPROVAL OF
THE TRAFFIC ENGINEER.
2. WHEEL STOPS SHALL BE REQUIRED THREE (3) FEET FROM
THE END OF PARKING STALL WHEN USING EIGHTEEN (18)
FEET DEEP STALLS.
3. CURBING, CROSSTIES, CAN BE USED AS WHEEL STOPS.
(MUST BE ANCHORED DOWN)
4. ALL PARKING STALL MARKINGS AND LANE ARROWS SHALL
BE WHITE.
5. ALL OTHER PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC
CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION
AND/OR INTERPRETATION OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD).
,� a 6. NO OBSTRUCTIONS WILL BE ALLOWED ADJACENT TO A
PARKING STALL WHICH WOULD PREVENT SAFE INGRESS AND
.,,IT''L EGRESS FROM A PARKED VEHICLE.
.C; IALI1Y 7- SIDEWALKS TO 8£ 5' WIDE AND 4" THICK WITH A 1" DEEP
SCORED JOINT EVERY 5'.
01��40 _'K -%7 D
P:a;a N�. NOV 04 n
7�2�G
EAST POINT HOMES, LLC. P
LINCOLN PLACE APARTMENT COMPLEX
TOWN OF LELAND BRUNSWICK COUNTY NORTH CAROLINA
&0;
° PI" 4 ..
SON,
4,w �n�++ 9 �.
it
SITE PLAN
RIGHT ANGLE
ENGINEERING, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone]
10/26/05
Scale:
AS SHOWN
Drown:
WM
Checked:
WSL
Project No_
MA0305
Sheet No:
C1

y
1" = 40'
REV NO. DESCRIPTION DATE
REVISIONS
NOV 0 4 2005
Is too I0^Z
BY-
EAST POINT HOMES, LLC. °aTE:
10/26/05
LINCOLN PLACE APARTMENT COMPLEX Scale:
TOWN 01= LELAND BRllNSWICK COUNTY
NORTH CAROLINA AS SHOWN
Drawn:
a 1j z
PEL-3-617
�4��
I
GRADING PLAN
RIGHT ANGLE
ENGINEERING, P.C.
212 PRINCESS STREET
WILMINGTON, NC 28401
[phone] FAX [phone]
WM
Checked:
WSL
Project No:
M A0305
Sheet No:
C2

J
3' FOREBAY 10' WETLAND
`TOP = 23.0 DISTANCE SHOWN ON PLANS 3' VEGETATIVE SHELF
i
3, 1 EL. 21.0 TEMPORARY POOL
EL. 20.0 PERMANENT POOL
PERMANANT POOL
DISTANCE SHOWN ON PLANS
STAINLESS STEEL TRASH RACK ----
RISER PRINCIPAL SPILLWAY
10' WETLAND
VEGETATIVE SHELF
EL. 23.0 TOP OF BANK
EL. 22.0 EMERGENCY SPILLWAY
21.0
20.0
22.0
l
7APPRO!x-`
EX. GROUND EL_ 17.3 SEDIMENT ' S' 1 .'f EL. 1fi_3 SEDfMENT
APPROX.
SURFACE REMOVAL ELEVATION I REMOVAL ELEVATION
WETLAND SHEL
%
ALL AREAS ABOVE PERMANENT
POOL EL. TO BE SEEDED AS EL. 16.0 EL. 15.0 BOTTOM OF POND
SHOWN ON SEEDING SCHEDULE
** WETLAND SHELF PLANTINGS - EQUAL AMOUNTS OF PICKERELWEED, SOFT -STEM DETENTION POND
SECTION
BULRUSH, ARROWHEAD/DUCK POTATO. PLANTED AT 2 FOOT ON CENTER AROUND ENTIRE
SHELF NOT TO SCALE
NOTES FOR DETENTION BASIN
CONSTRUCTION SPECIFICATIONS
SITE PREPARATIONS - CLEAR, GRUB AND STRIP TOPSOIL FROM THE SITE AREA OF THE NEW POND TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT
CLEANOUT, STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL
OR THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW THE BASIN AS NEEDED.
CONDUIT SPILLWAYS - SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
WATER -TIGHT STRUCTURAL CONNECTIN. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY
APPROVED WATER -TIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE OR ANTI -SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE
SPILLWAY IN 4 INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME
DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM
CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH
OF 2 FT. OF HAND -COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WATH
CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SATISFACTORY MEANS
1, MIN
TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH
2• MIh
THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
FINE GRAVEL F
(V MIN. TRIM
EMERGENCY SPILLWAY - 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.
-
INLETS - DISCHARGE WATER INTO THE POND IN A MANNER TO PREVENT EROSION. USE OUTLET PROTECTION
AT EACH PIPE TO PREVENT EROSION OF THE POND FLOOR.
EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMUMIZED. DIVERT
SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED.
SAFETY - SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES,
AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY..
MAINTENANCE NOTES FOR DETENTION BASIN
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY:
A: INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH
ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION.
B: CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAWDOWN OF THE TEMPORARY
POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER,
MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.)
QUARTERLY TO MAINTAIN PROPER FUCTIONING.
4. REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN SYSTEM SEMI-ANNUALLY OR WHEN DEPTH
IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN
APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER
QUALITY (11. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.)
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE
EMERGENCY SPILLWAY
10' WIDE WIER
INV. = 19.9
RIP -RAP 5' WIDEN
AROUND ENTIRE
OUTLET STRUCTURE.
- 20' of 24" HPDE
PRINCIPAL BARREL
SPILLWAY
32" X 32" ANTI -SEEP COLLAR
ANTI-FLOATION
BLOCK
AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS.
50' MIN.
WHEN THE PERMANENT POOL DEPTH READS 1.3 FOOT IN THE POOL, THE SEDIMENT SHALL BE REMOVED.
5. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF
SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL.
PUMP WILL BE PROVIDED FOR MAINTENANCE OF FLOW STRUCTURE AND TO DRAIN THE POND IN
EMERGENCIES.LU
7. ALL COMPONENTS OF THE DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING ORDER.
MAINTENANCE PLAN CONSTRUCTION SCHEDULE
�T EXISTING ROAD-,
##4 STONE..,
O 1-�
Lj w
1. All erosion and sediment control practices will be checked 1. Obtain plan approval and other applicable permits.
::
Lj
a- (- T
for stability and operation following every runoff -producing 2. Hold pre -construction meeting at least one week
rainfall but in no case less than once every week. Any prior to beginning construction.
.......
_ . _ .
needed repairs will be made immediately to maintain all 3. Install/Maintain temporary construction entrancelexit.
practices as designed. 4. Before clearing and grading of the site, install silt
2. All construction entrances will be periodically topdressed fencing at the base of slopes to restrict movement of
with an additional 2 inches of #4 stone to maintian proper sediment from the site.
PLAN
depth. Any sediment that is tracked into the street will be 5. Begin clearing and grading of the site.
immediately removed. 6. Install storm piping, catch basins, and curb inlets.
35 f
3 Sediment will be removed from the sediment trap and block 7 Install Inlet Protection for catch basins and curb inlets
,
15' f ,
and gravel inlet protection device when storage capacity to restrict movement of sediment from the site,
has been approximately 50 % filled. Gravel will be cleaned 8. All erosion and sediment control practices will be
or replace when the sediment pool no longer drains properly. inspected bi-weekly and after each rainfall event.
4. Sediment will be removed from behind the sediment fence Needed repairs will be made immediately.
when it becomes 0.5 feet deep at the fence. The sediment 9. After the entire covered area is stabilized, all temporary
fence will be repaired as necessary to maintain a barrier, measures will be removed and permanent vegetative repairs
5. The sediment basin will be cleaned out when the level of to be completed.
sediment reaches 2.0 feet below the top of the riser.
Gravel will be cleaned or replaced when the sediment pool
no longer drains properly.
6. All seeded areas will be fertilized, reseedei as necessary,
and mulched according to specifications in the vegetative
plan to maintain a vigorous, dense vegetativie cover.
STABILIZATION NOTES //--++
1. All slopes will be stabilized within 15 days of cease of any TEMPORARY S E E D N V
phase of grading.
2. All other areas will be stabilized within 15 days of cease of
any phase of grading.
VEGETATION PLAN
AGGREGATE
00 BASE COURSE o
SECTION
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
GRASS TYPE
AMOUNT/1000 SF
TIME OF SEEDING
INITIAL
FERTILIZATION/1000 SF MAINTENANCE .
RYE GRAIN
1-2 LBS
NOV. THRU JAN.
25 LBS 10-10-10
N/A
N/A
N/A
BROWN TOP MILLET
1-2 LBS
JUNE THRU AUG.
25 LBS 10-10-10
N/A
N/A
N/A
1. After complete stabilization of the entire covered area,
top cover soils will be roughened by making 1"-2" deep
grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area PERMANENT S E E D N G
at a rate o€1.5 tons/acre; spread 10-10-10 fertilizer at rate
specified and incorporate into the top 6" of soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates,
5. Rake seed into the soil and lightly pack to establish good contact
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by
weighted farm disc set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing
with 10- 10-10 fertilizer.
B. Graded surfaces shall not be exposed without grass coverage for more
than 15 days. If grades are not complete and exposure is more than
15 days, temporary seed as specified.
GRASS TYPE
AMOUNT/1000 SF
TIME OF SEEDING
INITIAL
FERTILIZATION/1000 SF MAINTENANCE
MARCH-APRIL
EACH 4-8 WKS
AUG- SEPT
BERMUDA, COMMON
1-2 LBS
APR. THRU. JUNE
25 LBS 10-10-10
12 LBS 10-10-10
1-2 LBS N.
12 LBS 10-10-10
FESCUE, TALL
5-7 LBS
SEPT THRU OCT
25 LBS 10-10-10
FEB - MARCH
MAY & DEC
SEPT - OCT
KENTUCKY 31
FEB THRU OCT
12 LBS 10-10-10
1/2 TO 1 LB. N.
12 LBS 10-10-10
SERICEA
1-2 LBS
MARCH THRU APR.
25 LBS 10-10-10
FEB - MARCH
1/2 TO 1 LB. N.
N/A
LESPEDEZA S(SLOPES
,
FLARED END SECTION #3
OUTLET AT BOTTOM OF EXISTING CHANNEL
/-- INV. OUT = 19.5 ,
RIP RAP CLASS B WITH
GEOTEXTILE FABRIC
EXTEND UP SIDES TO
TOP OF BANK.
SEE OUTLET PROTECTION
SIZING FOR DIMENSIONS.
0
Do
NOTE:
SEE PLANS FOR BELED DIMENSIONS
i�
WOOD
POST
GENERAL NOTES'
FENCE FABRIC SHALL BE A MINIMUM OF
32" IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH
12" STAY SPACING.
FILTER FABRIC SHALL BE MIRAFI 100 OR
EQUIVALENT AND
SHALL BE A MINIMUM OF 36" IN WIDTH.
BURLAP CAN NOT BE USED WHERE SILT
FENCE IS TO REMAIN FOR
A PERIOD OF MORE THAN 30 DAYS,
STEEL POSTS SHALL BE 3'--0" IN HIGHT
AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6 TO 7 FEET IN
HEIGHT AND 3 TO 4 INCHES
IN DIAMETER_ WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9
WIRE STAPLES 1 1/2" LONG.
SILT FENCES SHALL BE INSTALLED AROUND ALL CATCH BASINS.
SILT FENCES SHALL BE PROVIDED AS NECESSARY
TO PREVENT
EXCESSIVE EROSION.
Lo
po0.Otis
o Og "oabR, z C)<
3 Do 0 0 oa 0�.aogtxp ogoe00�
o�
C�7
GEOTEXTILE FABRIC
FES
Do
La
W
D
CLASS
1
24"
15'
16.5'
12"
B
PIPE OUTLET D ETAI L
NOT TO SCALE
MIN. 12 1/2 GA. WIRES
STEEL OR WOOD POST
WIRE FABRIC
�-- FILTER FABRIC
�Q
E�
M
U
O
LL_
�
0�
W
J
Q
:2
1Z
COMPACTED BACKFILL
EXISTING GROUND LINE
I it�� ANCHOR SKIRT MINIMUM
STEEL OF 6"
WOOD POST
POST ALTERNATE: IN LIEU OF BURYING SKIRT, 6"
#3 WASHED STONE MAYBE USED
TO ANCHOR SKIRT
MAINTENANCE NOTES'
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS
SHALL BE MADE IMMEDIATELY.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO HTE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST
BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
BARRIER IS NO LONGER REQUIRES SHALL BE DRESSED TO CONFORM WITH THE EXISTING
GRADE, PREPARED AND SEEDED.
TEMPORARY SILT FENCE
NOT TO SCALE
3 x 3 CONC.
BOX RISER
ELEV 21.0
Q
ELEV 20. 0
1, 5' CONTROL
PIPE WITH 45" BEND SGREENED-
STAINLESS STEEL
TRASH RACK --�
19.9
INLET 19. 0
4' x 4' x 6' C❑NC. BASE
4'
ELEV 23. 0
C1) HORIZONTAL PIPE
HDPE DIAMETER 24"
0o a"oaao�o
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000°p�oo�o�'O�s°� ou° .,.�'. .�... y`?/`:•: ;•.�Q' �•`. y�-
000a00 gjO o O O O O O O O O O Q " O
• o o a o a o 0 0 o a o 0000o
00000000000000000000000000000
RIP RAP .000000000oa000o00000000000000
100000000000000000000000000000 1.0'
.00000oa0000000000000000000000 #57 STONE
100000000000 00000000000000000
n n n n n
NOTES:
1, 1.5-INCH CONTROL PIPE TO BE FABRICATED OUT OF GALVANIZED
STEEL PIPE. CONTRACTOR TO PROVIDE SHOP DRAWING BEFORE
STRUCTURE IS FABRICATED.
2, CONTRACTOR SHALL SUBMIT TRASH RACK SPECIFICATI❑NS FOR
APPROVAL PRI❑R TO C❑NSTRUCTI❑N,
3. CONTRACTOR TO INSTALL RIP RAP 5'WIDE AROUND ENTIRE
OUTLET STRUCTURE.
4, TRASH RACK MAXIMUM OPENINGSIZE IS 4°.
OVERFLOW STRUCTURE
N. T. S.
NOV 0 4 20
s 0
EAO I POINT OMES, LLC.
LINCOLN PLACE APARTMENT COMLEX
TOWN OF LELAND BRUNSWICK COUNTY NORTH CAROLINA
$ v v SEAL" �
PE 023911 a
'4 � IIJA ��� aobove 600 05�
1�
DETAILS
LRIGHT ANGLE
ENGINEERINQ, P_C,
212 PRINCESS STREET
MLMINGTON, NC 28401
[phone] FAX [phone]
DATE:
10/26/05
Scale:
AS SHOWN
Drawn:
WM
Checked:
WSL
Project No:
MA0305
Sheet No:
D1
-�
i