SW8010323_APPROVED PLANS_20030121

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0.
DOC TYPE ❑CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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RECEIVED APPROVED ,6c
LIVISION
H CAROLINA ENVIRONMENTAL
NOV '2 Z ANAGEMENT COMMISSION
.7OF WATER QUALITY
DWQ G 1- -JAAj- ZCX)3
IPROJ # �Gv Y ol0 3 Z3 mom
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PAM_ ,,._ R _s�1;.E1: :67 SP-__S (749 SEATS)
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ri �yAY 2? PARCEL ;09 I
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PREpy EO FuR
TRENT RIVER OAKEY GROVE
MISSIONARY BAPTIST ASSOCIATION
uACKSCti': LLE TO"W%SHIP, V,NSa_\-lkri CCU; ? T/,
7'�,A,EPA�Ep �Y
JOHNL.PIERCE & ASSOCIATES P.A.
403 N(� �1-YJ` '..i�,4 &LIVID. 1 ACKSV \k:1ILLL. NC 2854r
.;--,--:-NE: 91C-346-9500 DOTE. FE-B. 27, 2--iO'
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TREATMENT POND - PLAN
20'
S-cE::NG SCHE]Ii-E
PLANTING SCHEDULE
ffOTE, SEEMN,r, SCHE!)'J`E APPLIES CA:LY TO APEAS AKVE THE PERMAFrNT
Nu-E PLANTING SCHEDULE APPLIES ONLY
TO VEGETATED SHELF
PuOL ELEVATION VEGETATED S`+E_F SMALL NOT BE SEEDED BUT PLANTED
VITH NATIVE VETLAND SPECIES PER THE PLANT:NG SCHEDULE BELOW.
SPREAD 4' TOPSOIL OVER AREAS TO BE
PLANTED AND ESTABLISH UNiEORM GRADE
PR13R TO PLANTING PLANT ANY TLC (2) OF THE FOLLGWI`VG SPECIES WITHIN
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH J41-r--M
THE LIMITS OF THE AESVINATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
GRADE PRIOR TO SEEDING APPLY -[ME AHD FERTILIZER AND WORK INTO
ONE PLANTING PER SQuARE YARD -
SEED BED, DISTRIBUTE SEED L1VT•EOReF Y AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR S£4URELY
SCIENTIFIC NA,yE
C+MON NAh1E
WITH STRAIGHT RLA3E DISC 1N FLAT AREAS AhD VITH ASPHALT TACK
Pr,tandra vrg�r•a
Arrow Arun
WHERE SLOPES ErCEED 4%-
$aggtar-a tat:fplla
Arrowhead/Duck Potato
Andropogcn vlrrginicus
Br'oomsectge
MATERIAL APPLICA':CN RATE
Ardropc-gen gloneratus
Bushy Beardgrass
Tyvha spp.
Cottatt
LIME 2 TONS/ACRE
Ceratol;rtyNuw DLQersum
Coontalt
20% SUpLQQkOSP4ATE 6Co POUNDS/ACRE
Sdr'pus pungens
Comv*on Three Square
FERTILIZER(1D-10-10) 1000 POL)%DS/ArRE
Lenna spp
Duckweed
SaurLr-'us Cernuus
Lizard Tall
APRIL - JULr
Haa-sC.,s ++oschwutas
Marsh Hibiscus
FESCUE, KY-31 5o POU' rs/ACRs
Pontroerla corolata
Pickerelweed
BERMUDA CHULLED) 10 POUNDS/ACRE
Pntar-ogeton pectma,tus
Pared Vred
Leer'sia oryzoioes
RICO Cutgrass
JANUARY - MARCH
Carex Soo
Stages
FESCUE, KY-3: 50 POUNDS/ACRE
Serous voudus
Soft Stem BuRrush
BERMuDA (UNHLLLED) 20 PG irDS/A_4E
Potygonnun Svp
Snartreed
RYE (GRAIto 25 PUUNDS/ACRE
Juncus acFesus
Soft Rush
Nuphar tutrun
Spatter'dock
SEPTEMBER - NOVEMBER
Parucuw vergat An
Suitchg.-ass
FESCUE, KY-31 50 POUND`;/A=kE
Acorus ca,anl.s
Sweet Ftag
EVadwa ca adensis
Vaterweed
M-JLCM 2 TONS/ACRE
Vausnerla oner.cano
WACI Celery
zkzQn-a aquatira
Wrd Rice
ASP► *L.T TACK 300 GALLOONS/ACRE
NOTE; OWNER, OR CONTRACTOR, MAY VARY SEEDING TO CONFORM TO LANDSCAPING
REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS AND/DR RYE GRASS S-IALL NOT BE USED:
BOTTOM POND EL= 3.00
CONSTANT POND EL= 9.010
CONSTANT POND SURFACE AREA 5,859 S•F. a EL=9 00
1'DESIGN SURFACE AREA = 7,128 S.F. Q EL=10.27
ANTI -SEEP COLLAR DETAIL
MOT TO SCALE
SPAM CHECK DAM
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I _ - CANS RGCTI N Sc LIE4rF NOT TO SCk-E
_ I - - - - ^' 1. OBTAIN PLAN APPROVAL.
- •`- I PERM. P031L (9.00) . 2. INITIATE CLEARING L INSTALL CONSTRUCTION E',TFA•:_E
3. INSTALL ALL TEMPORARY ERC`SION CONTROL MEASURES SHOtN
4 CONSTRUCT STORMrATER PnND AND OUTLET. ;YSTA_L SALES.
3. SEGIN $TRIPPING SITE 11, EARTHWORK.
�- ! e TER EVERY RAIN EVENT
A � 6. MAINTAIN STRUCTURES DUPING CONSTRUCTION :A
\ v I OR AT WEEKLY INTERVALS)
-_, ]` 6 j' 7. STABILIZE SLOPES L DITCHES AS THEY A.RE BR-_JCr1' TO GRADE.
S. REMOVE TEMPORARY MEASURES.
9. DEVELOPER TO MAINTAIN ALL PERMANENT EQCS:=N _'NTROL DEV-'_CCS
AFTER CONSTRUCTION HAS BEEN COMPLETED IN Eft_=R TO PREVENT
ACCELERATED EROSION.
STAKING PLAN
3
t MIN
WCT++ AS
REQU14c,
i
SWALE DETAIL
NO SCALE
hL-E
AL_ D;$TjRHED AREAS SMALL STABIL'_ZED 'w.'k TEMPORARY MEAS_42ES
WITHIN 15 DAYS I3E DISTUREA!v:= AND PERHAWNT STABILIZATION S-ALL BE
FPjVii£.�. WIT'yik 30 i;4t5 O= _�14PLcT:Ok [,r AN" PHASE O< GreADING
SEEDBED fbpE°k.a�:Ors: NOTES
F
1. S'3T�4=E FA-cR r�NTRCL KEA,_Q TO BE INS'ALLED ACCORDING To PLAN.
2. A►'CAS TOiBE SEEDED SHALL RE F-Z�EJ AND SPREAD WITH AVAILABLE
TOPS:OfL 3' DE: � TOTAL c_, naE PR.-negA.ION DEPTH SHALL BE 4'-6' DEEP.
3. LO'USE RXrhiS, R2UTS AND GTrx? =:TY'-�T.r Si-L B' RErCVED FROM THE
SUREArE D:1 T■tA' T-EY W'_L NG- *qTER*FRE W[T4 THE ESTABLISHMENT AND
MA:N'chA = VEL-k'A-.-N S_,;mA_E r3R FIB SEEDBED PRE°ARA*,Oh.
A7 FIN: ;.-j `r'A: - S S.+O rN -_ PEASDNABLY SwOTH AND ;%TK r.,RM
4. IF NO Sr'IL -E\T IS TAKEN, EER- ZER AND LIME TO BE ACCORDING TO SEEDING
SPESTFILA'!_NS ABuVE. :N A_7I': `. PR ViX 15 LBS/1000 SF. OF VJPER
PHOSpHA �. .
5 IF S°�:L ES-. iS TAKEN, PRGV'.^iE :ME AND FERTILIZER ACCORDING TI] SOIL TEST
REof:RT.
6 LIME AND II1-_PT--LIZER SHALL BE «LIEr UNIFORMLY AND MIXED VITH THE SOIL
DURING SiEJi?Ew PFcE?AP4-1N
NOTCH RISER AT ELEV= 10.27
10'WIDE VEEiETATIVE SHELF
TRASH RACK WITH KI-ER 'yv ENCLOSED BUTT-M ANTI -SEEP COLLAR
PERIMETER OF POND (6'1 SLOPE) #4 REBAR (4'0.C.E W) (SEE DETAi )
ELEV. 1150 (emer ens s^Wwav) 10^ yr st
1: M, E' E V 1131 (10 r s+or^^.)
EL=9.fl0 -
(I'DESIGN _
_ P -
EL=7.33 r-+
-I -- - - 24. - - - _ ELEV. 9.00 PERMANENT POND �� 3LL
b' _
FEREBAY
AREA �;~ I = 0 1.0' SEPARATION - - - - - -
I - .D
=_ ANT ,-FL❑AT EL❑CK
(40 CJ. FT. CGv'CRETE)
- - \. E'= VC PIPE
-- � � . �- - - � I- t ---M �_ - __t - �- ---_- �- •� r-=_E PDRILLED
CACP ED END
C. /HAREWARE
j _i -- =i = [_37'-( SCREEN)
THICK STEEL -jI
TE- - - -- - - -'
\ POND 'SHALL BE rErIATE==D USINS A PORTABLE PUMP I
BO''OM EL=3 00 BOT70M EL=3.00 IN CASES OF EMERSENC DR FIDR THE PURPOSE OF
RLOJTI E MAINTENANC=.
TREATMENT POND SECTION
NOT TO SCALE
4
ErsTiNG ROAD
R W� j
LE►IGTH
CONSTRUCTION.-..
ENTRANCE
PROFILE
' 12 LAIN.' i
($a NOTE)
PLAN MEW
tr gtdre erse - use W-9M& eae Nn 212-'/r to i-) or:*Asmm
dbglala 44}, eve Ao. 2 ( 2-4.2' W 1-1/2-)• um
en.>r.d vtR
2 UrgL1 - Ae ~-AL l,-t not i tr 70 feet
3. T1,-ck+ew - Net lew man o :e1 n
4. W4%h - N'w Me► AM e.tlR r et RIF 11a64 of
kv,ws or fwe Ann+•y.n or '7
S: w.I 14 - 10,m rMeRog7, rre-e M10 ee lbml d b
www Redip, w1t prior to w,tr.­W ry DANk . rt-N-
eaf V*r .w " ho reol&�4 It -1-w e. Aare M w,
WOO .tiftaRea per RWhee ff'.ri M� sail■ we aw
appra,W w.dy wl Cq er s.Q�; b+ M /fdwwt
ehd4 be p--vnod ft-, w,tf-•s vy -411 trel1, a1d1,
w .e'wcevw h'a-•0 wee et �aML wv ai, b d
p or+ eeeroved ab,o�
i 11d.•t�- TNe wvr what in ■ -
cwldkw r 1ch .6 rrrarl hs a 4..nq ey
eedir+M entd Dubge righte-04­e, INC .nay •eqA
perm tar dmp" em, ae-Pt"a som an eenam,.
demand oral repat Ond/or ctea+alt d only measures used to
trap sediment. Al sediment, -ec-OoPed. sawed or
troeFed onto public rights-of-waf sst be removed
immediately.
i STABILIZED CONSTRUCTIY4 ENTRANCE
NOT TO SCkE
APNIL 24, 2001 PER CI TY OF JAX TRC
MAY 18, 2001 PER DENR STORMWATER
AUGUST 16, 2001 LOWERED SITE GRADES
OCTOBER 24. 2002 BLDG ADDIT;ON
uL--,aa r orvv , riAae rw,
w r[TAL Q.M a m[ AT r or
12 SAL'OE AO<A' a. rid' 1IC.= WK -GCKM ar•a as(asL
eevar, CN&-W.3 7- W7PCGTS a- =AS1p0
10 a7.Ae O7 =D% R6'S Ar-4 ra s rARA3
u0" SaI1wW r- urn Rogow
1 OI As 7ew��m F COS-rAna.
� r
■POST TJ BE SPACED A MAX:"
OF, B'
I
I _
I- � M•lefl �-�
WAR ,IRS XL AM nW 11100M L
CARET r CF SK ene MIDOL
7 wear
j -erk =AR -11.0 wow Pa -% v IT
1rs OR CD04 W a L CCMA AFO 00,X +agrg gwMa
r X M17 +e+ar
SILT FENCE
NOT TO SCALE
STORMWATER POND & ERDSiCN/SEDiMENTATiON DETA;LS
FOR
TRENT RIVER OAKEY GROVE
MISSIONARY BAPTIST ASSOCIATION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONV'iLLE, NC 28540
PHONE: [phone] DATE: DECEMBER 16. 2000
SCALE: AS SHOWN F.B. , PG.
JOB #216372 FILE NAVE: PONDdet
SHEET 2 Or 3

,.CSA'4 31:a-4-G3 (8' TE
8' OPADUE VOIJI)
FENCE w/ 4x4 POST
Pt,AN VIEW
0
A
k
13' CaAa_PC 'VOO�'
%
Ff%l:E a/ 4x4 PitT
4
r Y.
V,
121.1 .l -1 1 tt .k 11
66-66 WWF
SECTION 'A' - 'A'
DUMPSTER PAD DETAIL
NOT TO SCALE
GROijND
S'P.-ACE
MUST HAVE ACCESS T- HOT
L CID-r. 'wA-,E.Q
TRENCH WIDTH + 2'
SAW CUT (TYP) EXISTING
2' 1- 2 ASPHALT
G 0 0oyo _'u'-
(MIN) ABC
.. .........
...... ....
......... ..
...... ...... ...
SELECT BACKFILL
tycTE UTILITY klAr4 (Br_-DD!NC
CONTRACTOR SHALL MAINTAIN & HAvNCHTNG PER SPEC
AT LEAST ONE
LANE OF TPAF-FlC AT ALL
T'. %A E 5 TRENCH WDTH
PATCH SHALL BE COMPLETED TO THE SATISFACTION OF THE
DLEP-4C SER,4r_ES DIRECTOR IF UNSATISFACTORY, THE C'TY
RESERVES THE RIGI-;T TO REWIRE A 11- X 50' (FULL IMDTH)
ASPHALT OVERLAY.
OPEN CUT PATCH DETAIL
NO SCALE
I
'A
WA:K 0071­s AS NO2i
• AS, DOTED 6 TYP,
12 tz= 1 1/2' BlrJMINIXJS
PAVEMENT
i-ASC STONE (TYPE 1-2)
25004 CONC.
TYPICAL PAVEMENT & SIDEWALK DETAIL
NO SCALE
PUMP CONTROL PANE:
SI'APLEX (M'YERS CE-11SW OR EQUAL)
I PI,-tASE / 115 VOLT
:-112' PVC ELEC. CQNSUIT
GREASE TRAP
1000 GALL -ON (MIN) ---
CLEAN-OJT ACCESS
4' SCH.
I I —EXTERIOR WALL
OR FENCE
/PUMP CONTROL PANEL
ACCESS
1-1-21 S%C TYPE ?-2 AV'+A'.T
op
fil A?:- S
ea -'a
zi
FCPPU'-:) --71
SELECT SAND =ILL (%+14EDE wEl'D'
SjjTTABC ::NE -yPE 1- 2) CN- Sc1,;:.7AB'-E MArE-�'AL S4A,-
RE L�Nr.Ep-_ur 'SEE NCr)
TYPICAL ASPHALT CURB DETAIL PAVING DETAIL
�DT TSCA-E
NO SCALE NO
4- SCH, 40
PLAN
PUMP r:HAMEIr"
750 GALLON (MIN)
SEPTIC TAW II
SEAL W/ E__E__ P'-'--y
F_-,IT C]N-RcLs
ACCESS i �L
1-1,2' IIALL 'VALVE
SE AL PEIILTWAT -.Qp,4
a/ GR2L;T
K-N)
P._;14P
i
DRILL 1 '9' ---LE
ACCESS (TYP) - GRADE RIN'S w/ S-E:L C­VER
VALVE I WND OR MANCLERING L2VER —CLEAN-OUT _rm�_ �__p
24. A�7[sss
77] BALL VALVE
4'
40 @ 1.00;, R w❑- E BAFFLE
GRADE WATER 'K7 PlImp Ci_�OiEi OR SAN I TEE
SURFACE 4' SCR 40 750 �UALL­q (4:,q)
PUMP TAN-(
3tJ
*-FLE OR/ r, t 1-1/2' USL IN aL
GREASE TRAP ;Ak TEE A M
I - I AT CLI -S
1000 GALLGIN (MIN) FC N7RLI
ump A-—
—CLEAN-OUT
4-
--C 40 @ 00;'
GRADE _WE Rf
A
UMP OF- 1 '/2' CHECK VALVE
-4
BAFFLE— DRILL 3 - V HC-ES
21 IN BAFFLE IF NE:ES;40y_ 1-112' GALV STL PIPE
TO ASSURE P T-1
Ec'FLUENT PUMP
FLOW 73 P'-W
(SEE NOTE)
4' P-L'-rK—
STONE LEVELING BASE—
M..z SHALL
==fT 1: ��T HE MYERS
]IH OR EQU;A�
�y
P MP
O1 ll
m C 7,Tl
19 GItl 4 26' TDH
PROFILE
GREASE TRAP_/ PUMP CHAMBER DETAIL
it
NOT TO SCALE
D r ETAU-S
PREPARED FOR
TRENT RIVER OAKEY GROVE
MISSIONARY BAPTIST ASSOCIATION
JACKSONVILLE TOWNSHIP, ONSLO* COUNTY, NC
PREPAREC BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSON VILLE, NC 2185412
PHONE: [phone] DA7: FEB. 27, 2001
SCALE: 1"= 30' F.B. 3131, PG. 13
JOB #216372
_T
L
SHEET 3 OF 3

*,,
q
PRE -CONS -''RUCTION
Q10 = 12.1 CFS
TRENCH MOTH + x
PasT-caNSTFtucT[ON
SAW CUT (TYP} EXISTING p10 20.1 CFS
i I-2� /ASPHALT tip' V10 ; 4.0 FPS
/ Q
°°GcGo°G SEE SHEET 2FOR
°o°0'a-°°°°°° °°° °°°°o°o°a°°a°°o°°°°o �9 / PONDSTORMWA DE�ILSi ER
ar �E. I /
() Al3C • By - Li
SELECT NACKFILL r "• "� R'r
1y45 11. % 7"67 o J s.16
tii
COATUTILITY MAIN (BEDDING , k
CONTRACTOR SHALL MAINTAIN ! HAUN(HING PER SPEC.)
AT LEAST ONE 1 �� A i IIGV. 4
' 6 ---
TIMES
LANE OF TRAFFIC AT ALL � � � � 3 � �/ f✓,4
TRENCH WIDTH NOW OR FORMERLY
/ -
` / .65 -- 4_� __� R / --
ONSLOW COUNTY .' r - a
PATCH SHALL 9E COMPLETED TO THE SATISFACTION OF THE BOARD OF EDUCATION / _�/
OMPLE
PUBLIC SERVCES DIRECTOR. IF UNSATISFACTORY, THE CITY ZONE RM-5
RESERVES THE RICHT TO REQUIRE A 1. X 50• (FULL IMOTH)
ASPHALT OVERLAY.
ryp� 1 7 ° 16 86 '15-%
,
_ OPEN CUT PATCH DETAIL
1J � / �PT �. 1 •14.36 �
STORM DRAINAGE DATA
USING RATIONAL FORMULA WHERE:
Ci - 0.80
110=7.0inAr
125 -
8.0 in/hr
AREA (AC)
D,I'A,`
GRADE
LENGTH
Dp'�ppC�
Ea
nn��
ON 91
TOTAL
/0,�,1RR0,,,, /0,,2`,5,`
S.Ir�.�.1 1L�.�1
LJ�)
(1)
1. tra)
A
0.30 -0-
0.30
1.68
12
0.50
24•
8
0.95 -0-
0.95
5.32
15
1.42
144
C
0.34 -0-
0.34
1.90
12
0.35
62
D
0.61 -0-
0.61
3.42
12
1.00
62-
E
1.78 -0-
1.78
9.97
24
0.25
168
F
0.65 -0-
0.65
3.64
12
2.50
148
G
2.73 -0-
2.73
15.29
24
0.50
560
H
3.29 -0-
3.29
18.42
24
1.00
26"
LEGEND
E.I.S. ■ EXISTING ER13N STAKE
S.iS - SET IRON STAKE
PP. POWER POLE
V.V. ■ WATER VALVE
H/C ■ HANDICAP
L/A ■ LANDSCAPE AREA
C/L ■ CENTERLINE
INV. ■ INVERT
CA. CLEAN -OMIT
Y.M. ■ WATER METER
F.M. ■ FIRE HYDRANT
M.H. ■ MAN HOLE
B.C. 1. BACK OF CURS
FL - FLOW LINE OF CURS
J.& - JUNCTION BOX
C•B. - CATCH BASIN
MWL - MINIMUM BUILDING LINE
AL U.E. - DRAINAGE L UTILITY EASEMENT
T.B. ■ TELEPHONE BOX
S.L. ■ EXISTING SECURITY LIGHT
x 48.1 In SPOT ELEVATION
j; - PROPOSED GRADE
- E- ■ OVERHEAD ELECTRICAL LINE
-SF-- SILT FENCE
4 ■ CHECK DAM
�tZ�t �Ti 20:.90
I Of 0 >„�
35 i - , /4� 1 /
1.3a� 9.75 1
-qf7� 1 ti� 1 1�/
- ------J1�.V. 15 1&` \ 14.`)6 13 96
OS
�11-65 / 1 15 2
10-00
\ 20 i12 8
p� El 'Jr.1,�� / `� \ ` // NOW OR FORMERLY
470 \ 1 \1 f 1 , -11 0 \ ONSLOW COUNTY
Qf t5.44 • `'0 ',� 1 `J'o ,r/� / \ BOARD OF EDUCATI❑N
�� ; �, ` - a• �® 1 , T '��.,`� 7 / 1 / \ : /` ZONE RM-5
13- L 67 ( , 1 96 16 6 17. 16.76 15 16 8
S Z V*` \ 1 !!+ M S-3 I 8 41 t4-36 \\\ 13.28 SIS
V 11.32 ,moo v r
15 91 \ 4 , � � D. 14-98
10
o� 1'il 2- 12.45 )4 97r' 15.96 17
1615 1 ` 16 66 - 16.76 ]b.2 //1 14.8� 13.48
16 62 va ID �"� - S-
` Vi INV ` i
1lik
VICINITY MAP - NOT TO SCALE -
1-1/Y BCSC TYPE 1-2 ASPHALT
ABC STOW
II 0
!� SUITABLE SUBMADE MATERIAL
UN- SUITABLE MATERIAL SHAIJ.
BE UNDERCUT (SEE NOTE)
PAVING DETAIL
NOT 1psz&l
WIRE 7 N NOTU,
FENCE
L WATER 1V SEVER UTILITY LOCATION INFORMATION PROVIDED BY CITY OF JACKSONVILLE,
LOCATION OF EXISTING WATER AND SEVER MAINS TO BE VERIFIED AT THE TIME
N. \� / 20, 57 % 16.56� 6.66 i�7 ��4.% �3�
12.4 OF C[BISSTTi1lCTIIIML
a► r �\ 1 14. 13.65 ',t51C , I ' _ , \ 2. CONTRACTOR TO MAINTAIN REQUIRED HW ZONTAL SEPARATM14 BETWEEN
t/3 f W" by W 1 . 7 _ WATER AND SEVER SERVICES.
3. WATER AND SEVER SERVICES PROVIDED BY THE CONTRACTOR.
,p C'� , gs INV. \ �� f I 14.78� , I2-2e 4, ALL INSTALLATION [IF WATER L SEVER MATERIALS AND PRACTICES SHALL MEET WITH THE
✓ !� S S 12.$6 l / 1 .' y ` CITY OF JACKS1OiVILLE'S SPECIFICATIONS.
1 O , I7.1S ' 11 t, 1 PS •t• ® tv x 19 �� �� r S. ALL STORM WATER HANDLIMG FACILITIES SMALL BE CONSTRUCTED IN ACCORDANCE
pp !t ,�E, 9 SQ PG P�SL� / ------- -n- / 13 D8 WITH g SUBJECT DX [CONFIRMATION N S TER ]METEOR & A
` 1 SIZE DEQUACY.
�� I 13.38 Q� 7. MAXIMUM BUILDING HEIGHT IS LESS THAN NY
�^ t '13.49 s 8. AS THIS SITE IS DEVELOPED, ALL ENVIR"ENTAL RE7AREMENTS SHALL BE MET.
1 ; , o �� \ - -� , l ; 9. ALL POWER POLES, LIG„T POLES, ETC ARE TO BE RELOCATED TQ ACCOMMODATE
f 3 w`��O a- t t4.86 , PROIDOOSED CONSTRUCTION,
TOP M,AriaL� ` A3� °.a 1 S-1 (DOUBLE I "�" g '
p °� I �tl ,a 1 1 C ` 1 5 ` �� 3 5 S-5 10. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
INVERT ■ 983 1 1 �S' o �`. INV. 12.74 A9 I ij % N�A 13 lL DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
r 1 6. 16.46 46 a� �fi 86 t 14.46 1288 11318 r` 12.3e IF- HANDICAP PARKING SIGWS) IS TO BE ABOVE GROUND AND BE EITHER R-7 OR
STOP. �1 14. 14.55 / ,5'._
r� 12-e SIGN
1 SIGN�E� Q ��Q " Y + �•6- t ` 13. MO NATURAL GAS ON SITE.
.,a� 14. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOVM),
` _ / (L�L7�• s 13. ALL CLEAN -OUTS IN PAVED AREAS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS.
.I7�0 w1 \ h / �490 1 . / 15 CONTRACTOR TO PROVIDE wWDICAP RAMP AS REQUIRED BY THE CITY Of ,}ACKSONVILLE S
- f V+
1 1 , � N _ ,� �•, - � I 1348 SPECIFICATIONS.
17. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.EA1.A. MAP 370170 0007D
1248 EFFECTIVE DATE FEW 15, 1983 AND IS NOT IN OR CONTAIN AN AREA OF ENVIRONMENTAL CO1,4 RK
s VIL 4 LQ. THERE ARE MO DRIVEWAYS, CURB CUTS OR SIDEWALKS WITHIN 123' OF THE SITE BOUNDARY, CE
tb `51" Ci+�- j 12EXCEPT AS SHOWN.78 , 19. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED So NOT TII ADVERSELY AFFECT
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
U
7 ,' . �t ` 20. THERE ARE NO STRUCTURES WITHIN 50` OF THIS PROPERTY EXCEPT AS SHOWN,
POLE a-5 ,L1► �' S2� r 1567 �-0'T' 16-36 ! {� 16-26 1 16 15.46 6 ~ls 13.10 l358 ` , 78 14a\ 21. THIS SITE CONTAINS NO WET1JwDS OTHER AREAS [IF ENVIRONMENTAL CONCERN EXCEPT AS NOTED.
r�" / \ r APPROVED
f
1/1 JQ _ - k6.7 13 35 1
r�0. /� \ '� MATH CAROLINA ENVI„OHMIENTAL
Q
F � r 14.86
• 1318 .-
`� ! .Q `' i MANAGLI.'�;iT C0'.'1.,I��1JFi
;� r� �g 'i + r,\ 3 �' \ �`�� .� 1 �� 1318 _� DIVISION OF WATEd QUALIFY
---_----»-�- � - -I ` � •13.66 -14
(OPEN SEE DETAIL) PATa, - '?' \ ,' 4�14 1296
y�
1 1 ` P'I'!r LilE F:1i]E LA / G.) Ala[_ LCaCa[ y
� 13.76 4� , $�O�BIRaw rove
M0. - _ " G F �� G�7
7. ,e.,4 `
I 1 - , , , 15 � �~ 'I5 13-46 1316 13.28 12b9 I3.OE :3 ` 12 88 13� -12 84
` IS _7 71 S 44'0917 W 4 322.15 >u$ ~
7I5 - -- -...-. 3f!ik[._,_..-...-...�...--.. �...�..._ �n
I / �tr ~ .Dfrti ~ ~ i • 13.Q6 , 1
1 A ED (FORMERLY ATLANTIC COSTL NE RAILROAD - 125 R/V) _
i♦
MORT HS LANE 1 E �- ; _ - S 52'1s`2~y�25, Q •� ` [/r'�" ,� 12.74
r
lA 1695 - ` - _ 16.65 1657 t6.56 /\ 13.t6
- I1456
1 a5 36' 1517 14.97` ~
(" 1168 p lP[E MA �ti- 1435 14 -� 13.18�
,t 354-360 ��' ~ � � �k �' EIS
` 1 •1366 1254
300'
\ 1 6- ���` AC� S�EASEL 1326 13.% 1352
13,78
1 16,74 Y� - r 1T ��� 13-
§ -4-4'09'17'- W 301.10 4� La1
--14- ~ 6 h 1336
3 I \ �.
1..57 � I:95------------~-14 ----- �� � �YCD
7 0
12.08
N~' r- 1 46 t
1615 ~16 16.a5 15.77 \\ 1426C _!I { S S�'] . ~ ~ ~ ~ +- 1
268
s• 13 - 12.64
;Z 1 � N
\ � 12-38 U-34
- - r ALLISON HATCHEL Al 1665
1 1 16.25 16.45 15.77 15.26 14.76 11% - 13.26 _LL76 U.12-2 9
�^ �6 ` 1 --I-36 88
12-74
Eft ',16 93 I +�
- � S1S
M6t+4oLE - ILB3
ffWALK MOTH AS NOTU~
1
- THIS IS TO CERTIFY THAT THIS MAP IS A TRUE
REPRESENTATI❑N THE PROPERTY HEREON AS
T
70 - e• MRI.
`
�riMINOUS
OF
COMPILED BY ACTUAL SURVEY OF THE PREMISES
4-1iffil1 1/r'ATUMlM+aTs
AND THAT THERE ARE NO ENCROACHMENTS ACCORD-
8•ASC STONE (rE' -2)
t
4 ING TO THE BEST OF MY KNOWLEDGE, EXCEPT AS
4�
PAVEMENT
PAvEMEreT
SHOWN. RATIO OF PRECISION - 140,000+.
� ��
B-� s (TYPE H-2)
a•
,
TYPICAL PAVEMENT & -SIDEWALK DETAIL
TYPICAL ASPHALT CURB DETAIL •
MO SCALE
NO SCALE
REFERENCES, JOHN L. PIERCE, R.L.S. L-2596
D.B. 999, P. 28
'
M.B. 27, P. 109, SL. E-377
,' fffN11HIMly
' AL'
148
C 1194
12.74
12.34
RECE
SITE Ti
TOTAL AREA- 5.75 AC
DENUDED AREA - 2.8 AC
BLDG S.F. - 12,300 SF (EXCL CANOPY)
CANOPY S.F. - 1109 SF
BLDC14 CONSTRUCTION - TYPE IV (UNPROTECTED)
EXISTING RESIDENCES - 4 (COMMON OWNERSHIP)
PPRKING REQUIRED, 187 SPACES (749 SEATS)
PARKING PROVIDED 194 SPACES (INCL 6 HC & 3 COMPACT)
VATER+ CITY OF JACKSONVILLE
SEVERt CITY OF JACKS13NVILLE
ZONE, RM-5
EXISTING USEl INSTITUTIONAL (CHURCH) L RESIDENTIAL
PROPOSED USEi INSTITUTIONAL (CHURCH)
DEED BOOK 999, PAGE 28
TAX. MAP 27 PARCEL 109
SITE PLAN,
EROSION/SEDIMENTATION CONTROL PLAN
do STORMWATER PLAN
PREPARED FOR
TRENT RIVER OAKEY GROVE
MISSIONARY BAPTIST ASSOCIATION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, N.C.
PREPARED BY
JOHN L. PIERCE & _ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: FEB. 27, 2001
SCALE: 1"= 30' F.B. 331. PG. 13
JOB #216372
won 13 0 30 60 90
MAY 2 3 2001
oIMf /f ff\fit
sw YO 10 3Z S
A:•a!L � 2001 PER PER OWNER� L-IilRm�t �
JACKSONVILLE TRC.
MAY 1& 20M PER DENR STORMWATER
SCALE IN FEET
SHEET 1 OF 2
e

-, CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL.
+ 2. INITIATE CLEARING L INSTALL CONSTRUCTION ENTRANCE.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN.
jQ47 4. CONSTRUCT STORMWATER POND AND OUTLET. INSTALL SWALES.
& BEGIN STRIPPING SITE L EARTHWORK.
�D 6. MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN EVENT E)OSTING ROAD)
AT WE
! STABIL ZEEKLY SLOPES LR 7. DITCHES AS THEM ARE BROUGHT TO GRADE.
ntp 8 REMOVE TEMPORARY MEASURES, SPACEDAw
/ l0 !. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES A
ti e
! lw4� ~ / t� ACCELERATED EROSION S BEEN COMPLETED IN ORDER TO PREVENT L
L-TME DISTANCE SUCM THAT POOH
A AND a ARE of EQuAL ELEVATION SO' 1/IN
LENGTH
\ 'D O +' _ - ` 1.5' cnNSTRUCTICIN
O' \ 9. ENTRACIE
*~ 6 - min. PROFILE
% SEEDBED PREPARATION NOTES, ernin
SURFACE
2. AREWATER CONTROL AS TOBE SEEDEDS►ALL BERRIPPED AND SPREAD WS TO BE INSTALLED IITH�ILAVAILABTO LE
PLAN �W
b f TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. FFAAMC
I LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
f� �r t. 96v - UM M.A Mw RF 1 1-tit b t7 v AAl11G
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, s••+v,sesl, r� �. N. 3 I �+�. to 1-1/21 yv
P F AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. A _ v,. Wd atOna
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING 2 I+++N - AN .rrlstr•a b11t "M +•0 rlsl s° `st
VOW (NECK DAM i WNWIssm - ow Win am al (s) othm
SPECIFICATIONS ABOVE. IN ADDITIPROS.F.IDE 15 LBS/1000 SOF SUPER Q) +
IDI, C �elw - Na a +nsl nw sun asrti+r of
PHOSPHATE. +' t.grnt v pia AFrinrll of+Y.
I
S�ORM WATE
aN o�I
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I
74• ,
— ~1
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06,7 —
fU r.
r-t
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c 4
z
- n
I... . U' MINIMUM �I
ANTI -SEEP COLLAR DETAIL
NpT TO SCALE
r
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t
f
W
-r W
01
4 I
E
\I
TREATMENT POND - PLAN
1" = 20'
BOTTOM POND EL= 4.00
CONSTANT POND EL=10,00
CONSTANT POND SURFACE AREA 5,643 S.F. @ EL=10,00
1'DESIGN SURFACE AREA = 6,890 S.F. @ EL=11.28
IF SOIL TEST IS TAKEN, PROVIDE LI14E AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
SEEDING SCHEDULE
NOM- SEEDING SCHEDULE APPLIES ONLY TO AREAS ABOVE THE PERMANENT
POOL ELEVATION. VEGETATED SHELF SHALL NOT BE SEEDED BUT PLANTED
WITH NATIVE WETLAND SPECIES PER THE PLANTING SCHEDULE BELOW.
1p SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY,
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTI{_IZER(ID-10-10) 1000 POIiHIDS/ACRE
APRIL - JULY
FESCUE, KY-31 30 POUNDS/ACRE
BERMUDA CHULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER }
FESCUE, KY-31 50 POUNDS/ACRE
MULCH P TONS/ACRE
ASPHALT TACK - 300 GALLONS/ACME
MOTE, OWNER, OR CONTRACTOR, MAY VARY SEEDING TO CONFORM TO LANDSCAPING
REQUIREMENTS, HOWEVER, WEEPING LOVE GRASS AND/OR RYE GRASS SHALL NOT BE USED.
PLANTING SCHEDULE
NQTE, PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD
SCIENTIFIC NAME COMMON NAME
Peltandra virgtnla Arrow Arun
Saggitarin latWolla Arrowhead/Duck Potato
Andropogan vk girAcus Breonsedge
Ar Wxnx?Qen glonerntus Bushy Rtardgrass
Typhim ttcka
Ceatoplhya yilun DWQersum C roontaB
Scr"pus purgers Corwin Three Square
Lennn %pp. Duckweed
Saururus cernuus Lizard Tait
Hbiscus noscheutos - Marsh Hliviscus
Pontederla cordata Pickerelweed
Potamogeton Pectkmatus Pond Weed
Leersia oryzioldes Rice Cutgrass
Carex spp• Sedges
Scirpus valkius Soft Sten Dullrush
Polygorrur, spp. Snartweed
Juncus effesus Soft Rush
Nuphar lu•teum Spatterdock
Par --um vergatun Swltchgrass
Accrus calarlus Sweet Flag
Elodea canadensis Waterweed
Valis►teria anerk:ana Wild Celery
Zlzanla aquatk:a Wild Rice
NOTCH RISER AT ELEV= 11.28
10'WIDE VEGETATIVE SHELF TRASH RACK WITH RISER W/ ENCLOSED BOTTOM
PERIMETER OF POND (611 SLOPE) #4 REBAR (4'O.C.E.W.)
ELEV. 12.54 (emergency s ittwa ) 100 yr st y 11
—�1 i 1 f 1=111=III � 111�
it 11, EL=10.00 h ELEV. 12.35 (10 r story,) yl —=1 I El I El I H= I 1
� � 1=1 I �= 3 EL=8.33 � � ELEV. 11.28 C1'DESIGN ELEV) - � —
_ — -- _ 24 CMP
I—! I I —I I I —I l ELEV. 10.00 PERMANENT ON ;36 _
i !_I I LEI I ElI— � AP
111=1 I I—i I I I, —I I I_I I F
111=1 11=1 I I— 1 FORE$AY '-"—I
� =1 I I=III = I I I=d i 1 I-1 I I—, 11 11— I-
-I I I -I I I�1 I I_. AREA '- -I I I -I 11-11 1.0' SEPARATION El 11-1 I I
1� 1 I ! i=1 11=1 I la `0 —_=1 11=11 ElI11 ; l I I ANTI -FLOAT BLOCK
ElitMl �" I I El 11l III 111= !�I 11�1 I 1=11 I- � (40 CU, FT. CONCRETE)
f 1=1 1la 1 1=1I1� 1 i I El I I=II1 � I 11�II- =I I I�II1=1 I I I 1- W PVC PIPE
-111„ kl l .l 11 l f i I-1 y, � ITI 11�1 I I -I 1,-! I I_i I I - __ i - - I�I 1 I -I 1 Ii � EI I I- HOLE DRILLED .
11-11 I� .�; ,I I I-1 I I —I I I —I 11--I I I-1 I —� rI 11 ! I I�I 10 I ICI I I=I I I
I I� 11
11—! : I �! 11=1 I El I II I —I 11=1 I i=1 =III^r_I I III-1 I I=1 I I— I— (W% RDWARE IN CAPPED D
11 I I —II 1
Iw'IS1=II1=I I Imo' I-1II=1 _1III—_I —I
—1 I I I 1
11—I 1 I=_I I 1= CLOTH SCREEN)
1/4' THICK STEEL11� I !-4 I I f '' ' I—III-1 ! I —III —I 1
PLATE
PPOND SHALL BE!DEWATERED USING A PORTABLE PUMP
BOTTOM EL=4.50 BOTTOM EL=4.00 IN CASES OF EMERGENCY OR FOR THE PURPOSE OF
ROUTINE MAINTENANCE.
TREATMENT POND — SECTION
NOT TO SCALE
ANTI -SEEP COLLAR
(SEE DETAIL)
=111=111� 1
SECT- A -A
CHECK DAM
NOT TO SCALE
L - Om nwrvr Iwo " M ~d is
i.±
.wne.l ..dwom" orw a wv.w r14 p6mW rw4t-+
wF 10"n wlriiy k r1p,YM• M M* N Ara -m ImI�
arm 66=91 .s 610 WI rtla. rhM Irw VM e
sprrons /uwlmt wo v ..wlrrt 61 Y smemI
0
be p. .0 Wd &Wn li V" an •Mere &I +tda
v wwtvtiww a sirs-0 Ilea sr erl�se� Ir. (lsrwv
x
r ably epPat" sworn"
L rar.L,.Ia . I%* tIs— *0 be sllnasur r Is
ee,I,IdeII .hlrl ......a irm" of b.r,, of
*ft
am" m OVI
fV
demand and ►.par and/or ~Out of any *401 used to
trap sediment- AY eedlment• splay, draOped• washed or
tracked ante publk rWte-o}-ray rnwst be renaw"
brommWelp
STABILIZED CONSTRUC n ENTRANCE
NOT TO SCALE
ii1 i,ilkll
I ,
Il�li 1.11`r
il�llillk:
1 • MAIN.
w+OTH AS
REOUIREA
SWALE DETAIL
NO SCALE
S L
14
',rre'r+�r ynt%+%`%,`,`,
REVISIONS:
APRIL 24, 2001 PER CITY OF JAX TRC
MAY 18, 2001 PER DENR STORMWATER
KIlA+OZI R#d7Awr tiI
FMW 0 Ml." tM' A is
Mr. WTJL cum v w AT IF w
t2 CM,ot
~ Q rW II Mft Ile area
��•
PRI 0000413 ON W-tL FasA of FA3701M
_
v G&M
a NOW "m Ell Imm 1 Froftm
WORN
• SM&I +td TIw Xla 7 09ACM
OR As n6m Or CONEM"Ia1 III
�i
/
■POST TO BE SPACED A MAXIMUM
• �
OF B'�
sr
�
Irltkspl, slat
6my NP ICIeNiRr Ir a room .rle go"
m s& me MW s+mu.
—Gum r v on mm Imm
— WrI OMWR R eW MATm "M sots Ar f
Iw aDOM Wxmft iue AA Isms, P SI
F � Y as egw1L
SILT FENCE
NOT TO SCALE
L
STORMWATER POND $ EROSION/SEDIMENTATION DETAILS
FOR
TRENT RIVER OAKEY GROVE
MISSIONARY BAPTIST ASSOCIATION
JACKSONVLLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 16, .2000
SCALE: AS SHOWN F.B. , PG.
JOB ##216372 FILE NAME: PONDdet
SHEET 2 OF 2
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