SW6080701_APPROVED PLANS_20080723

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEOD7�
YYYYMMDD
d

.1. r... Y I 1
VICINITY MAP
1, MICHAEL TA7E, certify that this map was drawn
under my supervision from an actual survey mode
under my supervision, that the ratio of precision
as calculated by computer is 1:10000. This map
does not conform to GS 47-30 as amended and is
not intended for recordation, nor should o copy of
this map be attached to o deed as on exhibit to
be recorded per GS 69C-26.
TA7E, Professional Land Surrryor No. L-2450
SR 1819
Legend
ElP = Existing Iron Pipe
VS = Existing Iron Stake
ERB = Existing Rebar
AXLE = Existing Axle
p = Telephone Pedestal
j = Power Pole
OHE = Overhead Electric
= Large Shade Tree/ Live Oak
= Small Omomenta/ Tree/ Crepemyrtle
Notes:
1. Individual well and septic tank
2. Zoned Al
Setbacks: Front = 50'
Rear = 50'
Side = 20'
J. Acreage computed by DUD method
4. No Horizontal Control within 2000:
5 Proposed Seating: 300 Seats
Required Parking: i space every 5 seats/ 60 spaces.
Provided Packing. 63 spaces
cq,N
SEAL
}} L-2450 a-'
SUR IF�o<c 0
��tigEL�P���
STEWART ROAD
(60' R/W)
II
INV = 49yB6' / i 495
o0 INV = 7" 664
INV \ \
= 93'
/ � o Ri CD /
/
/5p1_ r• j—
INV =�4s'
500 / ,z ✓ / '
/ 0
0 ?)
TEMPORARY SEDIMENT TRAP #2 WITH 3 BAFPLLS - SEE AILS)
3EC11 / /i / / / / -r a / / DA=0.75 AC.
�JEt"I' / / / / TOTAL UPSTREAM DRAINAGE AREA=0.75 AC.
/Gf PP // / �105 / REQUIRED SURFACE AREA=0.01010 WHERE \
`� SIT //i� QIO=CIA=(0.27)(7.21N/HR)(0.75AC.)=1.46 CFS
REQUIRED SURFACE AREA=0.01(1.46CFS)(43560)=536 SF
INV = 499.�4.9'/—�
0 Obi /5� / SURFACE AREA PROVIDED=900 SF (20' X 45') \
/ b \ REQUIRED STORAGE=360OFT3/AC(0.75AC.)=2700 FT3 \
/ / > STORAGE PROVIDED=2700 CF
PERMANENT RIP RAP APRON 1 INV = 500.22'/— / / / tog / r W=20', L=45', D=3' WEIR WIDTH=10'
BAFFLE LOCATIONS SEE PLAN
a
um
ALL SPOIL OR BORROW MATERIAL WHICH MAY BE NEEDED FOR THIS SITE GONSTRUCTION WILL
EITHER BE TAKEN TO OR BROUGHT FROM AN NCDENR APPROVED SPOIL OR BORROW SNE. NO
SEDIMENT OR EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT NCDENR APPROVAL
RR USE RIP RAP d50=6', MIN. DEPTH=78' / e � / / /> 1 VIEW FOR BAFFLE LSTORONS LL DU INN CO
W1=4', W2=8', L=10' 12j / NOTE CLAN SEDIMENT FROM STORAGE ZONE WHEN vlg�J R N t
lj / 1 I WHEN UPSTREAM AREAS ARE STABLE AGAINST t9DSIIQN AND PERMISSION HAS BEEN
INSTALL FILTER CLOTH BENEATH RI RAP / i — — a _ _ ' _ _
OBTAINED M NCDENR. REMOVE TEMP. SEDIMENTINSTALL PLEMANENT G%ES AS
r SHOWN N P DISTURBED AR PROJECT
INV = 500.78'�� / i / ,TEMP. N BERM SPOIL q?EA`3
IX. PIPE (TO BE REM / / / / > \ \
INV = 500.9, , ° 405 / / \ 70 SE41MENi ` \ �' \ NMa
0/ avd wile, LEGEND
®J9' / / / 2 \ / \ \ \ \ C.C. Martin
NEW 15- INV.= .i6
NEW 48�-75'RCP @.0'f0% R� �'v� \ S \L AREA � �ryp0 \ r\ / / \ \ � \ Ne.' ,a. Martin
INV = 501.46'� o �Ap \ Db 1,67, Pg 520 \ DRAINAGE AREA xxxxxx. xxx� xxxxx. x� x�x
66 \FINISH GRADE IX. PIPE TO BE VED) `� � \ / \� / \ FINISH GRADE SPONTOELEVARON X 100.00 w
(( BEM \ 50� o O / \ \
INV = 501. —� G / . / o ; \ \ / / \ IXISTNG CONTOUR
14
h � \ \ J /cup0 \\ \ EXISTING SPOT ELEVATION X 100.00
TEMPORARY CONSTRUCTION ENTRANCE CE
� � o
/ 5 3' / / cc0\� `\ Sp\•'� / \ \ TEMPORARY SILT FENCE
TEMPORARY DIVERSION BERM DB
CE
TEMPORARY GRAVEL/SILT CHECK DAM CD
h
503- � \ / l � / � G / \ SWALE 'A' SA
TBM = 5 9"
(ASS D) \ / C�° YO/ \ \ TEMPORARY HORSESHOE BERM HB
o_ ,� 501� \ \ �\� / \ \ -, _ — — -/ LEVEL SPREADER O
P. CONSTRUCTION / C.O., TYP. -E/P-
�as, \ ,,,p o \ / / VEGETATED FILTER O
\ ENTRANCE SEE DEAL --�PRINCIPAL SPILLWAY STRUCTURE O
RIP RAP APRON RR
5�Jo SRB TEMPORARY SEDIMENT TRAP O
EIS / BAFFLES O
-p' PROPOSED BUILDING
V
N/F
\
a
m
MihaN Allen Benson
and
Robyn Elizabeth Benson
\
Ob 4143, Pg 168
\
-O
\
t
\
SF TEMPORARY SILT FENCE
TOTAL LENG
\
AS SHOWN - SEE DETAIL
ASP T EXTRUD
AS SHOWN
\
'
TOTAL POND DRAINGE
\
AREA=87401 SF�
a
NOTE: THE INSTALLED SYSTEM WILL MEET DESIGN \
\ SPECIFICATIONS UPON INITIAL OPERATION ONCE PROJECT IS EIP
COMPLETE AND THE ENTIRE DRAINAGE AREA IS STABILIZED. \ \ o
\ RIP RAP SWALE 'A' \ �\
O - SEE DETAIL
\
O TEMPORARY SEDIMENT TRAP #1 W 3 BAFFLES
AC.
DA=2.0 JBP
\
TOTAL UPSTREAM DRAINAGE AREA=2.0 AC. TOP=500.00
REQUIRED SURFACE AREA=0.01010 WHERE INV=498.51
Q10=ClA=(0.40)(7.961N/HR)(2.OAC.)=6.37CFS
\
REQUIRED SURFACE AREA=0.01(6.37CFS)(43560)=2775 SF
SURFACE AREA PROVIDED=7765 SF (SHADED AREA) EMERGENCY
ES
REQUIRED
\
FT3 SPLLWAY STRUCTURE
JORDAN -
TEW & ASSOCIATES, P.A.
CHECKED BY
STORAGE P OVIDED=2363 SFAC(2.OAC.)=7200
ENGINEERING, SURVEYING,
PLANNING & MATERIALS TESTING
J.G. TEW
\ d9� CLEAN SEDIMENT FROM STORAGE ZONE WHEN 50% FULL DURING
\ CONSTRUCTION. WHEN UPSTREAM AREAS ARE STABLE AGAINST EROSION AND
DATE
PERMISSION HAS BEEN OBTAINED FROM NCDENR, REMOVE TEMP. SEDIMENT PT,
P.O. BOX 249
DUNN, N.C. 28335
Ar
10-25-07
INSTALL PERMANENT GRADES AS SHOWN ON PLANS, AND SEED ALL DISTURBED
\ AREAS AS PER PROJECT SEEDING SPECS.
PH. [phone]
FAX [phone]
REVISIONS
NO TEMPORARY SEDIMENT CONTROL DEVICES ARE TO BE REMOVED WITHOUT
1 1 - 1 5-07
ROVAL OF N.C.D.E.N.R. RR PERMANENT RIP RAP APRON i3/
O USE RIP RAP d50=6-, MIN. DEPTH=18'
\
07-08-08
W1=2', W2=5', L=4'
INSTALL FILTER CLOTH BENEATH RIP RAP
FF=502.50
TOP=501.33
\ / \ ENV=498.55
0' VEGEIATED�` LEVEL SPREADER O \\ '
FILTER O - SEE DETAIL \
WE
\\ / t / \ EMERGENCY SPILLWAY STRUCTURE ES
TEMPORARY DIVERSION BERM TO
TEMP. SEDIMENT TRAPS AS SHOWN /
-SEE DETAIL pp / 4 /
Carlton Marlin
aPb 65, P g g57
8
Approved StorinyVater PerrnjR Dr.,.,,Urnenf,
PERMANENT RIP RAP APRON 2 I Construction in accordance w?h these documents is
USE RIP RAP 60=6% MIN. DEPTH=18' required by the stcrmw er 7,i n .h Carolina
Wt=10', W2=10', L=10' _) rules require teat the sto r,w t r sv en designer
INSTALL FILTER CLOTH BENEATH RIP RAP _ — —500- Inspect during consirurt r e ti ; conformdy with RR tfie
SEE DETAIL Plans and specs and c y Co,phance with the
stormwater rules_ (15A h AC 2u 1 m8
/ P rmit#a`i OBO byzD nnte :
'= f . N(,'. iB�cn cf Watn duality
Sheet# $//E PION FaNsion Du;�a',�_.�Q�
10.77 ACRES USABLE LANE
11r 7.46 ACRES WETLANDS
/ P. HORSESHOE BERM 18.23 ACRES TOTAL
SEE DETAIL HB
POND EASEMENT LIMITS OF DISTURBED AREA AS SHOWN WITHIN THE FOLLOWING SYMBOL
AREA D D D
mo=aQo cn TOTAL DISTURBED AREA 3.62 ACRES
INV= 498.66
L SPILLWAY
nc - crr n
GRAPHIC SCALE
( IN FEET )
1 bath = 40 fL
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
Sheet 1 of 2
SITE PLAN FOR
SOUTH RIVER COMMUNITY CHURCH
BLACK RIVER TOWNSHIP CUMBERLAND COUNTY
NORTH CAROLINA
MICHAEL TATE PROFESSIONAL LAND SURVEYOR DRAWN BY.• TCF1K Tj CHECKED BY." MT
3521 CLINTON RD, FAYETTEVULE, NC 28301
PHONE [phone] DATE.- 9126107 SCALE.- 1- = 40'
PARCEL NO. 0590-76-4901 1 JOB NO. 2706 DWG NO. 2706-1 SHEET 1 0

CONSTRUCTION SEQUENCE
1) INSTALL CONSTRUCTION ENTRANCE h TEMPORARY STONE HORSESHOE
DYKE
2) INSTALL PERIMETER SILT FENCING (DISTURBING ONLY THE AREA
NECESSARY FOR FENCE INSTALLATION)
3) INSTALL TEMPORARY SEDIMENT PITS ALONG WITH TEMPORARY
DIVERSION DITCHES TO THE PIT
4) GRADE SITE
5) INSTALL PERMANENT RIP RAP APRONS AS CALLED FOR ON GRADE
PLAN
6) INSTALL PERMANENT SWALES AS CALLED FOR ON GRADE PLAN
7) INSTALL WATER k SEWER UTILITIES
8) PLACE BASE COURSE IN DRIVES
9) SEED AND MULCH ALL AREAS AFTER CONSTRUCTION HAS ENDED
(SEE SEEDING SPECIFICATIONS FOR TIME REOU6iEA1ENTS FOR
ESTABUSHING TEMPORARY SEEDING AND PERMANENT SEEDING AND FOR
SEEDING RATES & TYPES.)
NM TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE
NOT TO BE REMOVED WITHOUT THE APPROVAL OF N.C.D.E.N.R.
SEEDING SPECIFICATION
THOROUGHLY CULTIVATE LAWN AREAS BY DISCING TO A DEPTH OF 6'
AND RAKING THE SURFACE SMOOTH TO REQUIRE GRADES. APPLY
4,000 LBS. OF AGRICULTURE UME PER ACRE AND 1,000 LBS. OF
10-10-10 OR EQUIVALENT FERTIUZER PER ACRE
WHERE TEMPORARY SEEDING IS REQUIRED PRIOR TO SEEDING OF PERM-
ANENT LAWNS OR FILL SLOPES PROCEED AS FOLLOWS:
OCT. 15TH-MAR. 1ST SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACRE
MAR. 1ST-AUG. 15TH SOW GRAIN MILLET AT THE RATE OF 40 LOS.
PER ACRE.
AUG. 15TH-OCT. 15TH SOW RYE GRAIN AT THE RATE OF 120 LBS.
PER ACRE -
PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
PERMANENT SEEDING
SEED PERMANENT LAWN AREAS BETWEEN MARCH 1ST TO AUGUST 15TH WITH
HULLED COMMON BERMUDA 3 LBS. PER 1,000 SQUARE FEET OR PLANT WITH ONE
OF THE SOD GRASSES SUCH AS 328 HYBRID BERMUDA OR ZOYSIA GRASS.
SEED PERMANENT FILL SLOPE AREAS BETWEEN MARCH 1ST TO AUGUST
15TH WITH 40 UBS. SERCFA LESPEDEZA AND 10 LEIS. HULLED COMMON
BERMUDA PER ACRE.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
MULCHING
IMMEDIATELY FOLLOWING SEEDING, APPLY STRAW MULCH ON SEEDED AREAS TO
A THICKNESS OF ONE INCH. PLACE STRAW MULCH UNIFORMLY IN A
CONTINUOUS BLANKET. ALL SLOPES LESS THAN 3:1 STEEPNESS AND All LAWN
AREAS ARE TO HAVE MULCH ANCHORED BY THE USE OF A TRACTOR DRAWN
MULCH ANCHORING TOOL TO PUNCH MULCH INTO THE SOIL ALL SLOPES 3:1
OR GREATER ARE TO HAVE ASPHALT TACK APPLIED AT THE RATE OF 225
GALLONS/ACRE APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH
AREA HAS BEEN MULCHED.
TEMPORARY CHANNEL UNINGS IF REQUIRED SHALL BE INSTALLED IN AREAS AS SHOWN
ON PLANS, OR AS REQUIRED TO PREVENT EROSION. LININGS ARE TO BE LEFT IN PLACE
THROUGHOUT PERMANENT SEEDING PROCEDURE
MAINTENANCE RE -SEED AND RE -APPLY MULCHING IN ANY AREAS THAT FAIL TO
ESTABUSH GROUND COVER. (DURING TEMPORARY AND PERMANENT SEEDING OPERATIONS)
/ <
Q
NM INSTALL FILTER CLOTH BENEATH TEMP. CONSTRUCTION ENTRANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPDRESSING WITH
2-INCH STONE AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN R OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE DETAII
PIPE OUTLET TO WELL-DEFNED
CRANNEL
(D N is the length of the riprap a ran.
A A
(See GRADE plans for dimensioi .
® d 1.5 times the maximum stone diameter
it
PLAN VIEW but not less than 6'.(See GRADE plan)
® In a well-defined chornel extend the apron
up the channel banks to an elevation of 6•
above the maximum toilwater depth or to the
top of the bank whichever is less.(See GRADE plan)
® FIRer fabric should be installed between the
nprop and soil foundation.
D
SECTION M FILTER FABRIC
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT Qj• OR
GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
RIP -RAP APRON DE['AEL
GROUND
TOP BANK OR ROAD
157 GRADED STONE FILTER SHOULDER
LEAVE 5' WEIR OPENING-_-,) ON UPSTREAM END
FLOW
SURGE PILE STONE OR NCSA
NO. R-2 OR R-3 STONE.
(AVG. SIZE 3")
SECTION OF HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
PLACE SFONE BY -
RAND. DO NOT DUMP
k LEAVE UNSHAPED
SEE SECTION
)TOP BANK/ROAD SHOULDER
157 GRADED STONE FILTER }
OVER NCSA NO. R-2 OR I
R-3 RIP -RAP.
INRa)ENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT Q¢' OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR
OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING
A PROTECTIVE RIPRIP UNER IN THAT PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
HORSESHOE RIP RAP / GRAVEL SILT CHECK DAM
NATURAL
GROUND
------ I
NOTES: MAX. SLOPE
1) USE TEMPORARY SEEDING ON SLOPES TO PREVENT WASHING 18•to24'
2 GRADE BERMS DOWN INTO FINISH CONTOURS WHEN ON SITE
SEEDING HAS SUFFICIENTLY BEEN ESTABLISHED TO PREVENT EROSION.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY STFSIUZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STA31UZE IT.
TEMPOKARY DIVERSION BERM
1111P
PAVEMENT CROSS SECTION
SF9.5A ASPHALT
JRFACE COURSE
ABC STONE
12 GAUCE 4' X 4' OR 2' X 4• WELDED WIRE HOOKED
ONTO PREFORMED CHANNELS ON METAL POSTS.
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUILAVENT SECURED TO WIRE W/ METAL
CUPS OR WIRE AT 8" OFF CENTER.
MAX. SEDIMENT STORAGE LEVEL REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR
SHEET DRAINAGE(ONLY)
.�—SHEET DRAINAGE(ONLY)
�-EEMME� NATURAL GRADE
CARRY APPROX. 12' OF FABRIC INTO TRENCH, COVER
W/ SOIL k TAMP BACKFILL
CARRY 6. OF WIRE INTO TRENCH.
METAL POSTS AT 8' O.C. MAX
1) TO AL DRAINAGE AREA FLOWING TO SILT FENCE
MAY NOT EXCEED 1 ACRE.
2) SILT FENCES SHOULD NOT BE USED AT PIPE OUTLETS
OR IN AREAS OF CONCENTRATED FLOW (CREEKS,
DITCHUNES, SWALES, ETC.)
✓Sit
T�-
eFTO
` `
STORAGE PO 7 \FLOW OF Ht0
FLOW /
NCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE,
R IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF SILT FENCE
WHENEVER POSSIBLE.
MAINTENAA
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDWENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE R PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NECXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE All FENCING MATERIALS AND UNSTABLE SEDIMENT DEOPSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE ARDt HAS BEEN PROPERLT STABILIZED.
SILT FENCE DETAIL
-NO SCALE -
IS TO BE 4' X 4' DIMENSION WITH ALUMINUM FRAME
PRECAST INTO CONCRETE TOP
TEMPORARY POOL ELEV.=TOP OF BOX ELEV.-499.11
PERMANENT POOL ELEV. 498.68 - - - - - - - - -'
4 PVC TEE
12- 4' PVC STUBBED
_TEMP. t;OOL
PERM.POOL
ELEV 495.00
LLLy.=Ta/.a0 -�A� 4' X 4' LD. PRECAST
4-PVC CAP W 1' 6' TYP. STRUCTURE WITH 6 EMU
DRILLED RASE AS SHOWN
PERMANENT RETENTION POND PRINCIPAL SPILLWAY STRUCTURE
NTS
1 TEMP. POOL (ELEV=499.11
1) tJ� e— PERM. POOL (ELEV.=498.68)
S� ELEV=498.18 F.
BOTTOM SHELF 3'A c,_
PERMANENT RETENTION POND CROSS SECTION-�i
TITS
(SEE PLANTING PLAN FOR VEGETATION IN POND AREA)
LEVEL SPREADER SIDEVIEW DIAGRAM
NTS
EMERGENCY BYPASS SWALE DETAIL RIP RAP
NTS
INV. OUT=498.68
P =6•
MIN DEPTH=18'
NOTE: FILTER CLOTH
BENEATH RIP RAP
Cross -Section 12" min. of NCDOT #5 5'
or #57 washed stone -- ml-�_-___ mtn_
As
4
3600 cu ft/acre {�--- L1-
t ';
ts
e �'�•
r•�
1ti 15. filter
fabric
Design settled
top
21
cn`r
�'
Overfill 6' for
r' settlement
--"
Plan View
--
-- 4 .eI
— 4
ask
Z 5
Eme
1
I
f5x --- min. ,.
nq- ., 5
fillP
set-
---- �___..__
``g
filler 3'
Natural
Ground
fabric min.
Figure 6.602 Plan view and cross-section view of a temporary sediment trap.
TEMPORARY SEDIMENT TRAP
Maintenance Inspect lempordry sediment traps at lent weekly and after each significant (4;
inch or greaieri minfali event and repair immediately. Remove sediment, and
restore the trap to its original dimensions when the sediment has accumulated
to one-half the design depth of the imp. Place the sediment that is removed in
the designated disposal area, and replace the part of the gravel facing that is
impaired by sediment.
('heck the strucium for damage from erosion or piping. Periodically check the
depth of the spillway to ensure it is a minimum of I .S feet below the low point
of the embankment' Immediately fill any settlement of the embankment to
slightly above design grade. Any riprap displaced from the spillway must
be replaced immediately.
After all sediment -producing areas have been permanently stabilized, remove
the structure and all unstable sediment. Smooth the arm to blend with the
adjoining areas, and stabilize properly (Rejemimes: Surface Sfahilimfionj.
Fenn 6.85e Porous befees n a sediment bash, The flow is distributed evenly across the basin to reduce
row rates and h in-A"ce, resulting In greater sediment retention.
BatRGs need to be installed m redly in order fully provide their benefits.
Refer to Figure 6.65b and the Following kev Points:
• The bane material needs In be secured at the bottom and sides using
stories or by trenching a for sill fence.
• Most of the sediment will accumulate in the first bay, so this should be
readily accessible for maintenance.
BAFFLES
SU1zo" roPe Support past.
to woe " pre- 24"into bottom
ventspo9"l; ,;�• Stake to support
v or
tttor side
into bottom or side
Figure 6.65b Cross-sechon or a Porous baffle In a s allmertl basin. Note Nat there Is no weir because the water
rows rvough the bane material.
Maintenance Inspect banes at lets, oneca week and anereach mintall. Makeanyrequired
reports immediately.
Be sure to maintain access to the banes. Should the faboucofa buff, collapse,
tear. decompose. w become inetTecove, replat , it ptmmfzly.
Remove sediment deposits when it reaches half full to provide adequate
storage volume for the next rain and to reduce pressure on the banes Take
care to avoid damaging the baffles during cleanout. Sediment depth should
never exceed half the designed storage depth.
After the connitoning drainage area has hem properly stabilized. remove all
home materials artd unstable sediment depsils. bring the area to grade, and
stabilize it.
Approved Stormwater Pertnk DJCf priril11.
Construction in accordance w th Chase docuinen s w
required by the stcrmwate- permd. North Caroline
rules require that the starnwatr.: system designer
Inspect during construction, certify conformity with tna
plans and specsand certify compliance with the
stormwater rules. � 15A NCAC 2r, 1008,1 )
Permit it SleGliODo10� pate &Z/"
by;�T Nf, Division of Vileter Qua!'T
Sheet # 7.._f .-Z Itev'�a101, uat�.x/B�1dJ08
DRAWN $Y
FT
CHECKED BY
J.G. TEW
DATE
10-25-07
REVISIONS
11-15-07
07-08-08
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Sheet 2 of 2

NOTES:
I
CERIFERA
11
mm
vbfYl
7
7
1. THE CONTRACTOR SHALL PROVIDE
7 EROSION CONTROL MEASURES AS
REQUIRED BY NC DEPARTMENT OF
ENVIRONMENTAL NATURAL RESOURCES.
2. THE CONTRACTOR SHALL VERIFY
7 EXISTING GRADES SHOWN ON THE
PLANS PRIOR TO COMMENCING ANY
WORK OPERATIONS.
AND ............ BLUESTEM GRASS
CHA......... ...RIVER OATS
IRI.................BLUE FLAG IRIS
JUN........ ...SOFT RUSH
PON.............PICKERAL WEED
SAU.......... ..LIZARD TAIL
RE
PLANT LIST
_
QTY BOTANICAL NAME
_
COMMON NAME
SIZE
ROOT
SPACING
REMARKS
SOURCE
_
TREES
_ _
7 Acerrubrum _Red Maple 'OctoberGlo 8'HT�CONTAINER SEE PLAN_-FSEE NOTES
SHRUBS
17 Myrica cerifera _Wax Myrtle _ 3 GAL CONTAINER SEE PLAN MATCHING SEE NOTES
HERBACEOUS _
110 Iris versicolor Blue Flab Vis _ plug CONTAINER 24" O.C. FULL _ SEE NOTES
165 Juncus effusus Softrush _plug i CONTAINER 24' O.C. ---FULL — SEE NOTES
85
Pontederia_cordata
Pickeral Weed
lug
CONTAINER
24' O.C.
FULL
SEE NOTES
185
Saururus cernus
Lizard Tail_____plug_CONTAINER
24" O.C.
FULL -
SEE NOTES
GRASS--
105
Andropogon vir inicus
Bluestem
lug_
_ CONTAINER
24: O.C.
FULL
SEE NOTES
160
Chasmanthium latifolium
River Oats
lu
C CONTAINER
24" O.C.
—
'FULL
SEE NOTES
5740
Annual Grass
Brown To Millet or Rye Grass
SQ FT
_ SEED
SEE PLAN
SEE SPECS
10440
Eremochloa o hiurcides
Centipede
SQ FT
SOD
SEE PLAN SEE SPECS
3. PLANT SOURCE:
PINELANDS NURSERY
800-667-2729
W W W.PINELANDSNURSERY.COM
CURE NURSERY
W W W.CURENURSERY.COM
919-542-6186
COASTAL PLAINS CONSERVATION NUR.
W W W.COASTALPLAINSNURSERY.COM
252-482-5707
0 5 10 20
Reynolds
& Jewell
Landscape Architecture
Land Planning
218 Snow Ave
Raleigh NC 27603
[phone]
fax [phone]
www.reynoldsjewell.com
Consultants:
Seal:
Project :
South River Community
Church Wet Pond
Client:
Jordan-Tew Engineers
RJ Project No.: 0807-01
Approved Stormwater nerrnit Unnuritenis
Construction in acu?rdonce wttn tn�se documents
required by the stormwater hermit. North carollnp
rules require that the stormwater system designer
Inspect during construcifc, :artitt" conformity witt ? �^
Plans and specs: and col rl(y- eonr;)liance with the
stormwater rules, (15A t.cP.0 2H 1008 (j ) )
Per it#,$GJGO, O7p� i)ute ��j--Q�
by N c Diwaion o Wme, Qt,al9p
Sheet # Fey ion Dot' 171ZOOF
CD 07/07 /08
Issue:
Drawn By: REM
Checked By: PT
Scale:
1 1 0r-0n
Drawing Title:
Planting Plan
Sheet No. :
L-101
r--

VA Ell
NOTES:
1. THE CONTRACTOR SHALL VERIFY
EXISTING GRADES SHOWN ON THE
PLANS PRIOR TO COMMENCING ANY
WORK OPERATIONS.
2. THE CONTRACTOR SHALL PROVIDE
EROSION CONTROL MEASURES AS
REQUIRED BY NC DEPARTMENT OF
ENVIRONMENTAL NATURAL RESOURCES.
NOTE:
1. TOP OF ROOT BALL TO BE RAISED 2"-3"
ABOVE FINISH GRADE. IF POORLY DRAINED
SOIL CONDITIONS EXIST, NOTIFY LANDSCAPE
ARCHITECT
2. CONTRACTOR SHALL PROVIDE STANDARD
"GATOR" BAGS FOR TREES NOT UNDER
IRRIGATION.
DRIP LINE; MINIMUM
STAKE DISTANCE FROM TREE
� TRUNK TO STAKE
NOTE:
—
..ABILIZE 3:1 BANK SLOPES ABOVE PERMANENT POOL WITH
N
EIODEGRADABLE NETTING; EXTEND OVER ENTIRE DISTANCE WHERE 3:1
\
SLOPE OCCURS.
TREE TRUNK
1 PREVAILING
/ WIND
MIN. 4' THICK AMENDED
DIRECTION \ ��
�
NATIVE TOPSOIL
ROOT BALL WITH BURLAP AND WIRE
— — PARTIALLY REMOVED
STAKING PLAN SAUCER FOR WATER RETENTION; SLOPE
- TO FINISH GRADE; DO NOT EXCEED
NOT TO SCALE ANGLE OF REPOSE
FINISH GRADE
TREE STABILIZATION AS
500 TOP OF BANK
NECESSARY TO PROTECT ORGANIC MULCH
TREE HEALTH
L
STAKE; SEE STAKING PLAN
499 TOP OF VEGETATED SHELF —_
ABOVE
�.
498.5 PERMANENT POOL
o , LAWN OR MULCH PER PLANTING
—IIII —III 498 BOTTOM OF VEGETATED SHELF
PLAN
—IIII-IIII-IIII IIII
° °
o .- °
PLANTING SOILo
—III —
... ii IIII IIII III — IIII IIII
o "°
.o"-
° ° ° 0° o ° o 0oa °
_oo o - ..
"
IIII-�� IIII
0 0 - - _ o C 0 - - " -_ o .90 - - o o Do -_" o ° c 0 o- - o SCARIFY SIDES OF PLANT PIT
- o
-. -"-o"- T-o o°--
- .o_- - .o ESTABLISHED PLANTING BED
-O_O
o-O - - o- _ -
I
- - o
o
-0-
�4110 -0
r EXISTING SUBGRADE
POTENTIAL AREA OF POND OVERFLOW 10' WIDE VEGETATED SHELF
TAMPED TOPSOIL UNDER ROOT BALL TO
PREVENT SETTLEMENT
SEE SPECIFICATIONS FOR PLANT PIT WIDTH
TREE PLANTING DETAIL
C-1 --- - -
WETLAND PLANTING DETAIL
SCALE: NTS
SCALE: 1"= 1'-0"
NOTE:
1. TOP OF ROOT BALL TO BE RAISED
SAUCER FOR WATER RETENTION;
2"-3" ABOVE FINISH GRADE.
SLOPE TO FINISH GRADE; GO NOT
EXCEED ANGLE OF REPOSE
FINISH GRADE
O p ORGANIC MULCH
J� O
J
o o
LAWN OR MULCH PER
PLANTING PLAN
o ° � ° - °
o ° o o a -. o D � - _ -. o o D ." 0°PLANTING SOIL
-
- SCARIFY SIDES OF PLANT PiT
.o - .o _ -o - -0 -- - "o -O ESTABLISHED PLANTING BED
° - - ° - ° - ° - - ° ° - -
EXISTING SUBGRADE
T ]HAWN 11HA11111
---
SEE SPECIFICATIONS FOR PLANT PIT WIDTH owl
SHRUB PLANTING DETAIL
A-1 ----_
SCALE: V= V-0"
tc] Fill
Reynolds
& Jewell
Landscape Architecture
Land Planning
218 Snow Ave
Raleigh NC 27603
[phone]
fax [phone]
www.reynoldsjewell.com
Consultants:
Seal:
Project :
South River Community
Church Wet Pond
Client:
Jordan-Tew Engineers
RJ Project No.: 0807-01
Approve(I Stairnwater °in'T'AtC Jeagd➢[P.f 13EC:
Construction in accnfn-oe a, Tt, 8resa oocurnents ,s
required by the stormwa!rr permit. North Carolina
rules require that the'torn"uatrr system designer
Inspect during constru r r ,r'ify conformity with the
plans and specs: and c v ,70,anec with the
stcrmwater rules ('5A NC4f- ig08(j))
Permit #,�,�(/lo DaO 0l.. al_..70J/94ve
by5�JC Division of Water Quality
Sheet #_L7/Q Z--_ __._R? )vision Date11,f
CID 07/07/08
Issue:
Drawn By: REM
Checked By: PT
Scale:
AS SHOWN
Drawing Title:
Planting Details
Sheet No.:
L-1 02
r