SW6100902_APPROVED PLANS_20140116

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW �D �(�JQD21
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE I �?' � Z&
YYYYMMDD

REVISED DECEMBER 30, 2013 - ISSUED FOR APPROVAL
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STORM MANAGEMENT
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COVER SHEET
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C-1 EXISTING CONDITIONS
C-2 GRADING AND DRAINAGE PLAN
C-3 GRADING AND DRAINAGE PLAN
COUNTY C-4 WET POND PLAN
C-5 SECTION THRU POND
0 C-6 WET POND LANDSCAPING PLAN
C-7 WET POND LANDSCAPING PLAN
C-8 WET POND DRAINAGE AREAS
D-1 WET POND DETAILS
VICINITY MAP NTS
FT. BRAGG RESERVATION
VICINITY MAP
SCALE : 1"=2000'
SURVEYOR: HOBBS, UPCHURCH & ASSOC., P.A.
ADDRESS: 135 W. CONNECTICUT AVE. SUITE D
SOUTHERN PINES, NC 28388
CONTACT: Jim Smith
PHONE: [phone]
FAX: [phone]
.51t.)6/00.70 2
-2'�7 ;�,�
IVA
OWNER/DEVELOPER: THOMAS FAMILY BUSINESS
ADDRESS: 605 S. REILLY ROAD
FAYETTEVILLE, NC 28314
CONTACT: CARROLL THOMAS
PHONE: [phone]
CELL.• [phone]
FAX: [phone]
Hobbs, Upchurch & Associates, P.A.
LINE y Consulting Engineers, Surveyors & Land Planners
K M• \tP,3 Southern Pines, North Carolina 28387
135 W. Connecticut Ave. Suite D, Southern Pines, North Carolina 28387
Phone: [phone] — Fax: [phone]
LICENSE NO. C-0454
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OWNER: THOMAS FAMILY BUSINESS \ \
605 S. REILLY ROAD \ -
FAYETTEMLLE, N.C. 28314
PHONE [phone]
FAX [phone]
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/ �.----250--- ---
RAEFORD ROAD (U.& HWY 401)— — — —
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I
REVISIONS
SYM. DESCRIPTION DATE I BY
1 1 ADDITION OF DRAINAGE AREAS 112/30/131 BKE
SCALE: 1" = 200'
200' 0 100' 200' 400'
CALL
BEFORE YOU DIGI
DigSafely.
1$00.632.4949
NORTH CAROLINA ONE -CALL CENTER
LEGEND
O EXISTING IRON PIPE
0 EXISTING CONCRETE MONUMENT
--- EXISTING OVERHEAD UTILITY
— x— EXISTING FENCE LINE
--265-- EXISTING CONTOUR
NOTE:
NO WETLANDS EXIST ON THE SITE PER
J. GARY CULP P.L.S. L-2950
HOBBS, UPCHURCH AND ASSOCIATES P.A.
300 S.W. BROAD STREET
SOUTHERN PINES, NC 28387
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DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
SHEET NO.
C-1

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1
I e
5' I� 50' R.O.W.
UTILITY 24" 24"
EASEMENT CONCRETE CONCRETE
I ROLLED ROLLED
I CURB CURB
1 V SHOULDER 24' PAVEMENT WIDTH 6' SHOULDE
I 12'
i EXISTING GRADE
VARIES I 2" ASPHALT SURFACE
COURSE TYPE SF9.5B
s 111=1 11= — — — — 3% _ — - 3%
COMPACTED - 11-1
SUBGRADE 8" AGGREGATE
BASE COURSE
UTILITY
EASEMENT
I
I
5' SIDEWALK r6'
WHERE
APPLICABLE I
I
1 /4" /FT. I
TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION
N.T.S.
LEGEND
O
EXISTING IRON PIPE
o
EXISTING CONCRETE MONUMENT
-
EXISTING OVERHEAD UTILITY
— ■— ■—
EXISTING FENCE LINE
-- 265--
- EXISTING CONTOUR
266—
PROPOSED CONTOUR
—
PROPOSED STORM DRAINAGE
— — —
PROPOSED DITCH
PROPOSED EASEMENT
on
PROPOSED CURB INLET
OD
PROPOSED JUNCTION BOX
PERMANENT DRAINAGE EASEMENT
CALL
BEFORE YOU ENGI
a
Dig'safely.
1.800432-4949
NORTH CAROLINA ONE -CALL CENTER
REVISIONS
\\ 11 11 1 SYM. DESCRIPTION DATE BY
1 1 1 1 ADDITION OF DRAINAGE AREAS 12/30/13 BKE
I 1 1 \
1 1 \ \
1 \ \
1 \
1 I\ 1 \
I /
1
1
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DATE:
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
BI(E
SCALE:
1 "=150'
SHEET NO.
C-2
I%1
0F:

REVISIONS
YM. I DESCRIPTION DATE BY
1 ADDED JB AND REVISED CHANNEL 109/22/101 TFW
2 REVISED PER NCDENR COMMENTS 09/30/10 TFW
O
Z
D
v
O
--
-- —
JB —C
RIM 257.10'
INV. 249.05'
JB— D
RIM 253.90'
INV. 247.50
i
U9.
I
MATCHLINE CONTINUE ON SHEET C-2
�JB — A
/ RIM 258.84'
INV. 251.50'
`
JB— B RIM 260.65'
INV. 250.60'
I
i f/ i / PERMANENT DRAINAGE
EASEMENT (TYP.)
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®I 1� EXISTING FENCE
MID1
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IV \
I® FES - BARREL
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CLASS "B" RIPRAP
,I VELOCITY DISSIPATOR
CHANNEL N0. 1 i 21'Lxtt'W1x12'W2x18"THK.
I SLOPE : 0.25%
I BOT. WIDTH : 5' I
SIDE SLOPES : 2:1
LINER : CLASS "B" N25.35'08V
STONE ® 18" THK. 31.69
'48'E
3' HIGH
I I / 22.23
1 N89'23'48"E CONTRACTOR SHALL
\ 10.01 —. I, OBTAIN NCDOT APPROVAL
PRIOR O ENCROACHMENTCONSTRUI
144
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-----�—�'------__
RAEFORD ROAD (U.S. HWY 401) — ni
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II
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SCALE: 1" = 100'
100' 0 50' 100, 200'
MEW
CALL
BEFORE YOU DIGI
Dig8afely.
1.800-632-4949
NORTH GAROLINA ONE -CALL CENTER
LEGEND
O
EXISTING IRON PIPE
o
EXISTING CONCRETE MONUMENT
-
EXISTING OVERHEAD UTILITY
— ■— ■—
EXISTING FENCE LINE
— —265— —
EXISTING CONTOUR
266—
PROPOSED CONTOUR
PROPOSED STORM DRAINAGE
— — —
PROPOSED DITCH
PROPOSED EASEMENT
PROPOSED CURB INLET
®
PROPOSED JUNCTION BOX
:]q:7r1c1kil4gI■pi&Igutiagm4iIoil 11
cTGJ(o/06 /O Z
12010
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DATE: SEPT.. 2010
DESIGNED: TFW
DPAWN: TFW
CHECKED: JEH
SCALE: 1 "=100'
SHEEP NO.
C-3
I

REVISIONS
YM. DESCRIPTION I DATE IBY
1 ADDED J8 AND REVISED CHANNEL 109/22/101 TFW
2 REVISED PER NCDENR COMMENTS 09/30/10 TFW
A
0' TOP OF
WIDTH
10' TOR
OF DAM WI
TH
I
TOP OF DAM
262.00'
j
260
5'
10'
10:1
WIDE SHELFI
SLOPE
I
tf 260.00'
—
— —
._
EXISTINo
GRADE
260
EMERGE
KEY SPILLW
I PROVIDED
ITEMP. POOL
257.50'
OP Z�
RISER 25
.50'
I
~"
PE'
REOD.
MP. POOL
55.70'
138 L
42" RCP
255
3:1 SL
0.50%
I
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— —
I
I 255 I
_am �__
{
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0•
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10.19'
WIDE SHE
r
1
NV OF BARREL
252POND
1
1 SLOPE
179
LF 42" RCP
A 0.50%
OV.T. E
�EV. 250.0
2
V310
1
3
1
I
BOT. OF
RISER 250.19'
42" RCP
0.50%
250
BOT OF FOREBAY
'��:To
—�
0%
250.00'
i
BOT OF POND 247.00'
WITH
BE FILLED
CONCRETEI
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245
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TO ELEV. 2
2.19' Q
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240
SHALL
50 LF
USED FOR TH
BARREL THRU
FIRST
THE DAM.
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I
235
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N
N
N
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N
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N
N
N
N
N
N
N
N
N
N
N
N
:. N
N
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10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SECTION A
260
I
{
a
260
PE PROPOSED
GRADE-
255 255
_
CUSS
CHANNEL
"B" RIPRNP
STABILIZATION
I 255
S
PLANS
v
250
—
250
194 LF
2" RCP ®
.25%
L _
L
245
245
I
21'Lx11'
1x12'W2x18
HK.
CLASS "B"
RIPRAP
I o
240
VELOCITY
DISSIPATOR
Ed
o
N
240
1 NI
V II
p
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>
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235
--------------
235
N
to
M
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DO
M
M
N
N
N
N
N
1
N
` .-
N
O
N
O
N
N
J
23+00
24+00
SECTION A
25+00
26+00
Ir-IIeT
19+00
20+00
21+00
22+00
_ -
--------
T-7
265
265
_
_
— —
_ —
r9E EXISTING
GRADE
—
260
10:1 WS
PE
260
5'
PROVIDED TEMP.
POOL 257.50
1
{
3:1 SCOPE
REQ'D.TE
P. POOL 2
5.70'
255
255
250
OND
3
1'r
2
1
FO
NO.
EBAY
1
2
1 r
250
i
BOT OF POND
247.00'
j
L
BOT OF FQREBAY
247.
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245
245
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N
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10+00'
11+00
12+00
13+00
HORIZONTAL
SCALE: 1" 50'
50' 0 25' 50' 100'
5'
2-.5, VERTICAL
SCALE: 1" = 5'
0
Q
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SECTION B
G 9o2
DATE:
SEPT., 2010
DEMNED:
TFW
DRAWN:
TFW
CHECKED:
JEH
WALE.
1"=50'
SHM W.
C-5

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REVISIONS
LANDSCAPING NOTES:
1. THIS PLAN FOR PLANTING LOCATIONS ONLY.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
PLANT MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS
PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS
FREE CONDITION, THROUGHOUT THE TWO-YEAR GUARANTEE
PERIOD.
3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET
OR OUTLET DEVICE.
4. CENTIPEDE GRASS TO BE PLANTED AT TOP OF BERMS AND
EXTERIOR SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE
SLOPES.
5. SIZES SPECIFIED IN THE PLANT SCHEDULE ARE MINIMUM
SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE
TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN
REJECTION OF THAT PLANT.
6. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,
VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS,
AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
7. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY,
VIGOROUS, WELL -ROOTED PLANTS AND ESTABLISHED IN THE
CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL
HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY
GROWING CONDITION.
8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT
LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL
REQUIREMENT FOR THE VARIETY PER THE AMERICAN STANDARD
FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN (AAN).
9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE
IMPROVEMENTS, INCLUDING SEEDING FOR TWO FULL YEARS AS
REQUIRED BY NCDENR. CONTRACTOR MUST CONTACT OWNER
AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE
ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL
DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
LANDSCAPE LEGEND:
SHALLOW BAND
CHELONE GLABRA
LOBELIA CARDINALIS
LOBELIA SIPHILITICA
KOSTELETZKYA VIRGINICA
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SCALE: 1" = 20'
20' 0 10' 20' 40'
OMNI
NOTFOR
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REVISIONS
A
7
,
,
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1 1 ��//� II o° III ♦o
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C-7 FOR PLANT LOCATION AND PLANT TYPES.
1
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1 S� pF
1
1
1
s
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SHALLOW LAND SHALLOW WATER
i 10'-0"
SHELF AREA
POND PERIMETER PLANTING (SHELF
REQUIRED
SHELF PLANTING
CONTROL ELEV.
'... W---'mm
�kl 0— V MAIMIII
SECTION 10.3.7
MINIMUM OF 50 PLANTS/200 SF OF SHELF AREA
TOTAL SHELF AREA. 18,638 SF
18,638 SF/200 SF = 93.19 X 50 PLANTS
TOTAL; 4,660 PLANTS
i a
KEY OTY ISOTMICAL
NAME jCOMMON
NAME JSOE
SPACING
i !
�
HERBACEOUS PLANTS
CHGL 1
458
Chelone glabra
White TurUshead
bare root
18" oc
KOVI 1
297
KosWetzkya Argir ice
Seashore Mallow
suart
18" oc
LOCS 1
446
Lobelia cardinalis
Cardinal Flower
bare root
18" oc
LOSA
1 471
Lobelia sohilitica
Great Blue Lobelia
bare root
Ismoc
HERBACEOUS PLANTS
IRVA
699
I kis vArginica
Blue Flag his
bare root
18" oc
SGLA
788
Sagiftria latifoka
Duck Potato
bare root
18" oC
SACR
566
Swmrus cemuus
Lizard's Tail
tare root
18" oc
SCVS
935
SchoenopleeMs tabemaemontani
Soft Stem Bulrush
bare root
18" oc
TOTAL
4660
X
LANDSCAPE
LEGEND:
SHALLOW LAND
CHELONE GLABRA
LOBELIA CARDINALIS
LOBELIA SIPHILMCA
®
KOSTELETZKYA VIRGINICA
IRIS ARGINICA
SAGITTARIA LATIFOLIA
SAURURUS CERNUUS
SCHOENOPLECTUS
TABERNAEMONTANI
6-7
SCALE. 1" = 20'
20' 0 10' 2W 40'
NOT FOR
CONSTRUCTION
FINAL DRAWINGS4D BEFORE OUDIGt
Q Wanfely.
NOT FOR 1Soo.�s-aims
CONSTRUCTION NORTH CAROLp4AONE-CALL CENTER
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SHMr NO.
C-7

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REVISIONS
SYM. DESCRIPTION DATE BY
1 1 ADDITION OF DRAINAGE AREAS 112/30/131 BKE
CALL
BEFORE YOU DIGI
Dig=Safely.
1.800-632.4949
NORTH CAROLINA ONE -CALL CENTER
LEGEND
O
EXISTING IRON PIPE
17
EXISTING CONCRETE MONUMENT
-
EXISTING OVERHEAD UTILITY
— x— x—
EXISTING FENCE LINE
- — 265--- -
- EXISTING CONTOUR
266
PROPOSED CONTOUR
PROPOSED STORM DRAINAGE
— — —
PROPOSED DITCH
PROPOSED EASEMENT
®
PROPOSED CURB INLET
OD
PROPOSED JUNCTION BOX
— — — — — —
PERMANENT DRAINAGE EASEMENT
DRAINAGE BOUNDARY
— — — — — —
IMPERVIOUS AREA BOUNDARY
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DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
BKE
SCALE:
1 "=150'
SHEEP NO.
C-8
OF:

INSPECTION AND MAINTENANCE PROVISIONS
BMP ELEMENT
POTENTIAL PROBLEM
HOW TO REMEDIATE THE PROBLEM
THE ENTIRE BMP
TRASH/DEBRIS IS PRESENT.
REMOVE THE TRASH/DEBRIS.
THE PERIMETER OF
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
THE WET DETENTION
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
BASIN
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE—
TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR
MAINTAIN VEGETATION AT A HEIGHT OF
TOO LONG.
APPROXIMATELY SIX INCHES.
THE INLET DEVICE:
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
PIPE OR SWALE
SEDIMENT OFF —SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE.
OTHERWISE DAMAGED.
EROSION IS OCCURRING IN THE
REGRADE THE SWALE IF NECESSARY TO
SWALE.
SMOOTH IT OVER AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
THE FOREBAY
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
A DEPTH GREATER THAN THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN DEPTH FOR
POSSIBLE. REMOVE THE SEDIMENT AND
SEDIMENT STORAGE.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION PROTECTION
SUCH AS REINFORCED TURF MATTING OR
RIPRAP IF NEEDED TO PREVENT FUTURE
EROSION PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE VEGETATED
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST PROFESSIONAL
SHELF
SHOW THAT PRUNING IS NEEDED
PRACTICES.
TO MAINTAIN OPTIMAL. PLANT
HEALTH.
PLANTS ARE DEAD, DISEADED OR
DETERMINE THE SOURCE OF THE
DYING.
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND REPLACE
PLANTS. PROVIDE A ONE—TIME FERTILIZER
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS
NECESSARY.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE MAIN TREATMENT
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
AREA
A DEPTH GREATER THAT THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN SEDIMENT
POSSIBLE. REMOVE THE SEDIMENT AND
STORAGE DEPTH.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
ALGAL GROWTH COVERS OVER
CONSULT A PROFESSIONAL TO REMOVE
50% OF THE AREA.
AND CONTROL THE ALGAL GROWTH.
CATTAILS, PHRAGMITES OR OTHER
REMOVE THE PLANTS BY WIPING THEM
INVASIVE PLANTS COVER 50% OF
WITH PESTICIDE (DO NOT SPRAY).
THE BASIN SURFACE.
THE EMBANKMENT
SHRUBS HAVE STARTED TO GROW
REMOVE SHRUBS IMMEDIATELY.
ON THE EMBANKMENT.
EVIDENCE OF MUSKRAT OR
USE TRAPS TO REMOVE MUSKRATS AND
BEAVER ACTIVITY IS PRESENT.
CONSULT A PROFESSIONAL TO REMOVE
BEAVERS.
A TREE HAS STARTED TO GROW
CONSULT A LAM SFETY SPECIALIST TO
ON THE EMBANKMENT.
REMOVE THE TREE.
AN ANNUAL INSPECTION BY AN
MAKE ALL NEEDED REPAIRS.
APPROPRIATE PROFESSIONAL
SHOWS THAT THE EMBANKMENT
NEEDS REPAIR.
THE OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE. DISPOSE
OF THE SEDIMENT OFF —SITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET DEVICE.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY WASHINGTON REGIONAL OFFICE, OR
OUTLET.
THE 401 OVERSIGHT UNIT, 919-733-1786.
OUTLET
RISER
8" PVC PIPE
STUBBED INTO
OUTLET RISER
8" PVC PLUG
SCREW TYPE
-- — V TEMPORARY POOL EL. 257.50'
TEMPORARY
8' PVC POOL
TEE
PERMANENT POOL EL. 255.20'
PERMANENT
POOL
8" PVC CAP WITH
3" DRAW DOWN
HOLE DRILLED INTO
THE BOTTOM
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
STRUCTURAL ..... � . .'�
WITH 6" SQUARE OPENINGS
cn
TRASH RACK DETAIL
NOT TO SCALE
NOTE:
STORMWATER PONDS ARE TO BE CONSTRUCTED FOR USE
AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION.
ONCE CONSTRUCTION IS COMPLETED THE TEMPORARY
SEDIMENT BASIN IS TO BE CLEANED UP AND SHAPED
PRIOR TO BE USED AS A STORMWATER POND.
PERMANENT POOL AREA (PFI
))I
TEMPORARY POOL AREA (TFB)I
WO.
REVISIONS
YM. DESCRIPTION
2 1 REVISED PER NCDENR COMMEN
MAINTENANCE:
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY
IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES.
RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
r------------------------------------------------------ 7
I I
-----------------------------
I I
I I
I i I I
I i I I
I I i I
I I I I
I ! I
I BOTTOM OF SHELF d, I
I
PERMANENT POOL AREA (PPA)
I I TOP OF SHELF I I
I
L — — — — — — — — — — — — —TEMPORARY POOL AREA (TPA) — — — J
I I
L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
WCOM
11TIONE
TEMP. POOL STORAGE (TPS) TEMP. POOL STORAGE (TPS)
TOP OF SHELF (TOS)
PERMANENT POOL (PP) PERMANENT POOL (PP)
BOTTOM OF SHELF (BOS)
TOP OF FOREBAY (TOF) --
y�---------------TEMPORAF
SEDIMENT STORAGE (SS)
BOTTOM OF FOREBAY (BOF)BOTTOM OF POND (BOP)
FOREBAY
:lLr 714:lF;T.w1
DRAW
DOWN ORIFICE
POOL — — — — — — — — — — — — — —
POOL
M/ EL. 250.59'L
10, TOP
OF DAM
N
5'x5' PRECAST CONCRETE RISER
6'x6' OUTSIDE DIMENSION
10' TOP
ANTI —FLOTATION
TO BE FILLED
WITH CONCRETE
01 TFW
TOP OF DAM (TOD)
42 RCP ® 0.50% SLOPE
OUTLET BARREL
STORMWATER MANAGEMENT PONDS SCHEDULE
FOREBAY 1 DIMENSIONS
FOREBAY 2 DIMENSIONS
I
POND DIMENSIONS
(TOF) ELEV.
(BOF) ELEV.
(SS) ELEV.
I (PFB) AREA IWEIR
LENGTH
(TOF) ELEV.
I (BOF) ELEV.
I (SS) ELEV.
(PFB) AREA
WEIR LENGTH
(BOP) ELEV.
(SS) ELEV.
(PP) ELEV.
(TPS) ELEV.
(BOS) ELEV.
(TOS) ELEV.
(TOD) ELEV.
(PPA) AREA
I (TPA) AREA
256.20'
247.00'
248.00'
1 17,856 SF
1 10'
256.20'
1 250.00'
1 251.00'
10,840 SF
10'
247.00'
248.00'
255.20'
257.50'
254.70'
255.70'
262.00'
1 102,726 SFJ
158,642 SF
TYPICAL STORMWATER MANAGEMENT POND DETAIL
NOT TO SCALE
Z
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DATE SEPT., 2010
DESIGNED: TFW
DRAWN: TFW
CHECKM JEH
SCALE: AS SHOWN
SHEET NO.
D-1
cw:
OWN

I I I I y 'y 5' 50' R.O.W. /
/ UTILITY
EASEMENT CONCRETE CONCRETE
i CURB RCURB
50 51 / 17' SHOULDER 24' PAVEMENT WIDTH 6
2�= I 49 1 52 53 / 54 55 56
_,2.W I 1
481 /
\ _ _ 1 _EXISTIN
12
/ ( 1 - VARIESG GRADE 2" ASPHALT SURFACE
274 ' - - - I
WEDGEFIELD DRIVE I 1- — -- COURSE TYPE SF9.5B
--1/2"/FT._ _ _ _ —
I
{50' PuBLIC � W)v 4 I 3 I — I I —_ --_- 3% 39
(- — — 47 I ^h / I
(( I// 57 I-11 I—III=1 I I I i=1 I i=1 I I III _i i I I i=1 I I —I I T-&
III III=I a=1 I i I I 1 111 I I--11=1 11=1 1I1=1i I=I94 / COMPACTED
IUTILITY
EASEMENT
i
SHOULDER 5' SIDEWALK
i
6.
WHERE
APPLICABLE
,
1/2"/FT.
1/40/FT•
=iri
--rrT=-T
;,
SUBGRADE -BASE COURSE AGGREGATE ' 1-1 1 I-1 1 1 -1 1 1-j I
46/ 95 •p // as ' i B
96 y
TYPICAL LOCAL RESIDENTIAL ROAD CROSS SECTION
45 97 _y69 ---- ---- - N.T.S.
J
/�, II (� •\ \ i98 / 94 60
44 1 4
. N
!( 33 / � �
61
4. 1 42� ,ii132 ADD
ll / 35
131 \n0 I '101 ! so
\ � I
136' 130 �q/�i 1 8- 6
1 3 /
y.
66
\
137 I I C,p 1 86
t— o I 129 I� 0 I 103 68
A /
y zM ilt 1 ,\ 1� L� 1 GB� '
Ii�
'A \
104,- F� 65 F J
85
,I
40
\ 139
I
\\\ \ 39'` \\\ 1105, 8
\ I G \ G 69
83
\\
38 9J 70 \ 1 6 1D65 //
1 /4A4\
\ /82
37 125. \ 107 J i / 7 L._.
/ 142 \ /
\v / 36 v •_r �/ i g1 72
108 I%
v / 35
80 /
A 3 DRAINAGEDEASEMENT P.�
24 34 Fo \ 79
( )
F,c• i I
23 - 33 . .0�'6`/�0.. 145 \ \ 121
25 \ 78
P
Q
146 ox
32 1
F` 120 112 77 2ss 11,1W1
26 147 5' CONCRETE / 11 ..•I
2g6
' SIDEWALK (TYP.) 13— \ss 73 I''J
31 -- , \ 1
-1-'i
76 1
21 °i0 27,148 \ 7 \ \ / \ I,11 111
30
2 -
\� 20 DSO CO - 2& \ 5\ \ 1
ALB LAB 17 A 7 ! of
"9 1 1
PROPOSED STORM �` 115
19 ti 29 c
263 / 13 DRAINAGE (TYP.)
�Z 150
/
o s `
17 O,` N 3 E`
3 2` 1�11
15 N82 22' 35'E 00
10 :4 N87203I 114.1 t`
/
\ \ AREAFOREAT T PERPOOL, �.
16 M. - 10,840 S. 8/4 \ 1 1
6 39 n N,I�1
9 N6� oa / lim, N �.O
j
PERMANENT \\ D e ss2.1s•o5"E N84'02'12" 9 � 1 // ( I ^\ \ \ RAINAGE _ 105.76' 106.30;
EASEMENT (TYP.) - � '` _ /` � � \ � i
\ PROPOSED DRAINAGE \ - m I `I
DITCH ALONG CAROLINA oti� - - - - _ - % �' /•/ 1 1
\ DRIVE (TYP.) ! \ \'° / o° ti1 ! ' / FOREBAY NO. 1 I I
AREA AT PERM. POOL = 17,856 S.F.
TOP OF LATORAL SHELF
PERMANENT
MANE T POOL SHELF
~\ N14'1BOTTOM
2'04"W 1 1 / \\ �
\ 44.27' / �WET DETENTION POND
1 1 RISER 6 �`' AREA AT PERM. POOL = 102,726 S.F.
AREA AT TEMP. POOL = 158,642 S.F.
\ice-
/ PROPOSED 4' HIGH
CHAIN LINK FENCE
( \ B'57'5' EMERGENCY SPILLWAY
- ---------26 `/ - \�� 16• WIDE \ I 1 \\ ��6 138LF 42"RCP
i AC(C�ESS GATE `��• 29 0.50%
(5,MMMMMMMM to 1 to t! t� ME m � s! t� t� t! t� MR ME BE ti
S02'41'51"E NO2'41'51"W
- Nos o1'32"w 1 I 86.6 I 92sr MATCHLINE CONTINUE ON SHEET C-3
_ V 00.24• i )
REVISIONS
SYM. DESCRIPTION DATE I BY
1 ADDED FORBAY NO. 3 109/22/101 TFW
2 REVISED PER NCDENR COMMENTS 09/30/10 TFW
SEP 0 6 2011
OH-VWEROUAUTY
_ _ _ 1NE1{Atlp$AIDSTOHNNWIERBRANCH
umsWO ON — --
„ a1e0 - '79 Aq
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((D80D4 Hz vot,vs:i s�v,w
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=114w 83uellduuw,4 peo pue'soads pue suw
ath 44m Apwzyuoo A{y,eo .uogor,wuZ Buunp paps,q
JauBlsep we,sRs ia,emwiols an 1e41 agnbQ, SWJ
eul"D Wow '1Pwad lalemwJos ayP Aq Pwmbe2
*1 slumnoop asaya 4Dm aouep, 000e u, uolumisuoo
s1u?wnooCI pu,ra,T r"FM ua,,1S Pano)ddV
TYPICAL CUL—DE—SAC DETAIL
N.T.S.
SCALE: 1" = 100'
100' 0 50' 100' 200'
LEGEND
O
EXISTING IRON PIPE
a
EXISTING CONCRETE MONUMENT
-
EXISTING OVERHEAD UTILITY
- x— x-
EXISTING FENCE LINE
- -265- -
EXISTING CONTOUR
—266
PRDPOSED CONTOUR
PROPOSED STORM DRAINAGE
- — -
PRDPOSED DITCH
PRDPOSED EASEMENT
as
PRDPOSED CURB INLET
OD
PRDPOSED JUNCTION BOX
PERMANENT DRAINAGE EASEMENT
CALL
BEFORE YOU DIGI
DigrSafely.
1.800-632-4949
NORTH CARDLINA ONE -CALL CENTER
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DATE:
SEPT., 2010
DESIGNED:
TFW
DRAWN:
TFW
CHECKED:
JEH
SCALE:
1 "=100'
SHEET NO.
C-2

OFFSITE-1
6,860.96 SQ. FE
y�••`O,
e�4�b.rar r ll#— .. I -
Additional 192,105sf=4.41 Acs.
to Phase 1 Drainage Area J+ •.�
,•
i ' \ '•
nnr.�nt gina rains •.
Area Bdunda _ _ e , E
PROPOSED IMPERVIOUS SURFACE AREA:
TOTAL ROADWAY:
226.611.38 SQ. FEET + 44,556 SQ. FEET
= 271,167.38 SO. FEET REVISED TOTAL
TOTAL SIDEWALK:
.39803.25 SO. FEET + 7,523 SO. FEET
= 47,326.25 SQ. FEET REVISED TOTAL
TOTAL BUIIDINGS/LOTS:
425,600 SO. FEET + 47.600 SO. FEET
= 473.200 SO. FEET REVISED TOTAL
(2,800SF/LOT X 152 LOTS) + 17 LOTS
NOTE:
THE POST —DEVELOPED 1 YR-24 HOUR OUTFLOW
WILL NOT EXCEED THE 1—YR-24 HOUR PRE —DEVELOPED
RUNOFF.
WC 1• - 200' ( u SM)
200' 0 100200' 4f
scuE r - Oar (n•x1r szE)
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