SW8100315_APPROVED PLANS_20100610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 100315
DOC TYPE
❑ CURRENT PERMIT
IP APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 G I o Cblo 10
YYYYMMDD

I
Total Site Area = 3.41
i
LEGEND I Pro ect Area —3.41
i
J
FIGHT VV 'v',/VV --- 19.9 6 Disturbed Area =2.23
---- I
I i A7�rui/ANo
OLH /7-SO ;-c J29
E ',VT rJ V ONTOI,JVV
iI
EFT: LINE
—_—_ I - - - - - -
3 R �y p ��
AY
T
VVTV �V� V AKEV ( ,I V� _
,�I _
VI V V ETAT VL VI L1j7; �cd
STRIP R
i
A
V,, �e_ Dr�IS
I �
CONC. CURB PROPANE TANK
/
i
— 1
/ SEE DETAIL 2/AS-1.00 _95.9,4
I i ' 256 79' S Sri ' 30 36' E
_� r------� - - - ---
e 3
-� -
I I � 1 772 ,. _ -
�) M�nin�
Iu�V C onSAl I1ctio --
x _�
�nEance I =r dy a�>I - (421
I j
46
�I
NO WHEEL STOP TO
\ I
I
.LULL\I u Vil �� ALLOW OVERFLOW
00
44
cu
rJ
ING
IN GRASS
0
9 �
I)RIVEWAY DIVENVIVi V �o - ��E ---- --
,, Cd. / //I I - i�� � -�CONC. WHEEL STOPS
TIFF
UY J uA S SI rr� r �Lu L
3 ( - ®EA. PARKING SPACE/
1. THr PR�1L/1 SIiL WILN CJN`;IRhCIEG W,U , `� ti _
u R " Fir c -- ✓ 5` CONC. SIDEWALK
,IPx j C.J. @ 48'' O.C. �F -S, !,
2. DRIVEWAY OPEN1NC IS /5' WiDF
O
v
L_
PF-F\)MApaD'F T POUL-
D I PS / E \I ') O IN! V
—
s
3. FL'L !` ONE R( n :N1E SFCT101 n!?,' TF'r,!„a
CENTERI INF OFI>RI`dE!%,i,4Y ED,,'- OF P!\VENiFNf
\. %' I 1 r
�, i
OF I IWY 11 % R = 0' SONCONIC.
0
DRI ;yF ,/nv RADIUSES PA p�
0 .
IPA✓ ,
J. T'.✓E'�%V A,v IU I`d l:.A by t-`ST r,hCrY�RTv Llf�L IS 31.//w' I r II� _ -,i _. �i _ _ ._� �® .. � ?�,1'� ' ,.
—
I - ��
i. .cry v __cT �' I i�.._--I "t#_— ;� ! 6 DPI\ XA�AiFF�Ir.,i i GOPERTY L,rJL fP
u,T POLE
------ F �— p'
SE3 S-1'.00-
,� T- C' Lin, — I,- nQ 1' --
IT !LDIN 0 LCr,T 1 Hv!I EMI L� a.,.25-I
6 /.h82' �::) �� �• �' v
v. PIJLDIIrIG lY) RIGHT 01 WAY -
�I GR STRAP-! �I _ -=— :
�-- -
EDGE OF r'A'.'_^�9EPVT , 0 R!��I 1 i JF �, AY I , SO-',,�
10. PROPERTY =RONTAGF IS 229+ 60151i Lk
,
I
I
n
t=
�/ A. l,iV P�JCI.I I � �t
I I. i„✓�✓tR. ,�DFV.. ��h,� ICU N.� LEVEL �
�..�s�
„
,
4 r
_LC�.,TUI`. ,- �1, y
I I, i
2. FRI rk: Tip li'JSTALI-4TION Oi= 1H';- DFtI,/EVvgy
�,T
v:='dtI THEE EXIJT,N1' DTC'T WILL NF�D G �� -- -
"L_vNE;! OUT TO p,l_I_Odr, TILE Ii,IVER1 JI F �-.-_._-40 5
-
- - - _ - --
-�__�, ----- - - 1 ✓ -- «�
I \!I BT TJ R-SF A;I /`,iJ TI h:'y1110"� `.;�F 41 33. - --' II', � i i �i ���_. - � ,-'-_- - 1 , az�
,. :->n ,�.y - _. _ j I i .. ___1.---_---__-.-------�
vt,ILI PRO�.yI,)L 10OF (�U✓1_Fr„(,C AFr_r),E THE S �__ V- _-_ CONC. aIDEWALK
�_. i
r,Ti I
3. CUI VI_i<F CONSISTS Cit 100 crf 0 R(P PILL AND -- --. -�
FT' N;S /`USI-'':TO M294, TYPE 3 (SIM001H '-- T_l n a
N if R WITH INTEGRATED Bit 1I_ AND .PIG;)T
!--� 2 HC SIGNAGE: SIGN R7-8, �� POWER COMPANY TO SET NEW TRANSFORMER HERE
J 0 1 N �/. AD, N-1? DI IVA OR AliROVEC LOIJAL. �� fn
OIN c, cP I_I_ BE ITII�_GRA LL, BF_I_ AND SPIGOT Ni V SIGN R7-80 & VAN AY'if iA<2 /'?lOEZ,F'iGS
/ASTVI FA / / RUBnr f. GASXEI ON ., IGOT ' ND. _ � �i ACCESSIBLE SIGN CB , ,77 P7 2, n
PIPE AND 1/CIJ_ MU.> BE 0 ONE PER APPLICABLE CODES A117 9 �0 29
OUCGENEOUSLY 'VOLDED P!ECE- WELDR WELDED O
RII TION BLI W7 I NO! DE ACC- Frr„
I 0 G
I4. DRIVEWAY WIDTII AT C LBER' IS 89.774'
. _;LOPE 0 BRI`1CNLw l;VVAY 10iv? IDGE\niCOD YG JI
AVEN U L 15 3 7 r c R Pond (entire pond including the forebay)
S.�T Elev. Surface Area Inc. Vol. Ace. Vol.
�,
�;
(Bottom)
A` PHALT vVITH 8' AI�C GRaV, I_ COM ACTT I)
UNDERNFA[Y _
�_�!�
;� Y/
PP
(TP)
-
V V D
(Top Veg.)
(Bottom Veg.)
(Sediment CO)
(10yr Storm)
35
1,209
NA
NA
40
6,005
12,182
12,182
41
8,467
7,236
19,418
40.5
7,875
NA
NA
39.5
3,857
NA
NA
36
1,695
NA
NA
40.4
7,566
3,039
15,221
( / � Pond (Forebay alone)
_,- III Surface Area Inc. Vol. Arc. Vol.
Figure Project: Title:
C1 Pender County EMS
Date: 11/30/2009 1 Scale: 1" =30'
Site Plan
WALTON hNGJMER1NG
Drawn by: JRH I Project #: 201001
(Bottom)
(PP)
35
221
NA
NA
40
1,337
1 2,485
2,485
Revision Date: 04/28/2010
PEIVAuVANT
PAR/r /AKE PROPERT/ES
T/ 3032 A 022
T ,Oi / 9, 1.,0 s5, /'Y ! 49
A/�A,rN/ AVAA
r 3/0 Ac /� Ac/
TfR ,>' ,� "G /49
✓ -
I t I
LF) F
----- v / v
/
,
� - I St
/ / T
/
i
NC -WY 517 -AST
.0 SITE OCATION
OB _3/J 2, A OV
TRAY i, MG _A; Pr- 149
��31s
NORTH CARC+,INA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
SPD 69-i0'(D
Nctitv thr ;v soon of I_And R-sources Cat 910-796-7215 prior
to 'ocylnning vndk.
'r tall a q-ipurjry gravel conrtruc� on entrance (50' n
n-inIm(mIn) oft Picici wo d Avenue)
�--I.ar veqetation as eg rec for consirc�ion Jf ero Ian cc 0 -)1
mr inure (o t�rtion end and arrllna2e �,,ralc-) 0o not perform
earth dl�;trtrGl (g activity at this point ICI 1 !nstrur'lon. A ddIttonally,
e c ! rtlor pc,r d serve a sedneMtrn.) dur [u the
coast (etlon fcis,,a
ht vegc.t.ltive filter wl l he establisher ucir%g control matting.
n +ell silt /, rice arou id the project a ea and for thr Northeast
eorn,cr of the disiurbad ar cy, as shown on 'the ,e map.
6. Constn!cl dr datcition pond and swoles as shown an plan.
1. Beq n sFe clearing, grading, earthwork and o,her co (,>rruction
per t1 : plan.
b Eskft-;Ilsl`1 tlr sl grades a5 ,-)nstruc7ion cc,,Lceeds.
O yelrtorrn 't inn o,-(cry anti/or permanent seeding pc -P,LrJ
spec il, ahur , 'Irnmr-diately c`ter final grades are esiabl shed
10. At >ly straw rnuk-.h anc tack pcc glcn ,�p ,ciilic ynhons
irnined atcly ,cfter seeding.
CAI NDARTCAr FOR 7ACII RBOUND DIJ?JtP9ANC1E, Ihefwithin oppy
straw rn1 Ich or,d tack :,er plain L)e6licatici.a vvilh n >a r, time
s I r � 1 � cn.rJ t, II Ilru, �rn Jc r ar>II eu. r ar,n I will
F y � � c cases, ce
necessary to py riot seedlny -n Ir g And lacking aoc�n
nrrle 1 ,.'clv after fin II cir are to -Ached Advil` onally
perrnanent Mound cuccer tur all dlto bed areas nul t be
had h,lrn vorl g dciyn -,I-t0, )nser, u/, a rde�
ays r�tiP ich�ve, s �hortcr, tullowh r j co=�iplci on of co�� .rn�Tion_
2. Lrocion cortrol measures other than those shown on the
plan '1,11I be Installed should t1he need arise.

- 3 S/oAe e
SWALE CROSS-SECTION
Represents All Swales
Not to Scale
2'' 1-1 or 1-2 Asphalt
Compacted Natural Subgrade
Parking Lot/Driveway Cross -Section
Forebay
Vegetated Slope Above '..
Permanent Pool Around OUTLET STRUCTURE
Entire Perimeter i (See Detail)
8'' ABC Gravel Compacted
RISER AND 13ARRELL DETAIL
Temporary Pool
Dawatering Holes
Number of Holes =5
aa
H(Meire .. Can F.Wera hoe}In
Riser (Principal Spillway) with wire Trash Screen
Corrugated Steel Pipe mesh=4 x4"
Did. = 24" Top and Bottom \ D B A
la
x. spot' g) C I Top of Berm IT
Top of Riser Elevation = 41.00_
Permanent Pool Elevation = 40.00 /
\ P�/\\\Y hew
LEMON LET/NH NG
OP i739, PG 329
NOTES:
I. POND TO BE SEEDED WITH BERMUDA GRASS.
2. VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES.
�����
/Bdrrell Inlet
_773i / Inve33rtgg Elev. art
Riser Height 4' \Concrete Antiflotatio� Block
9 Length = Width - 2.5'
Height = 2'
30'
EL, 42.00
'
veg9etated
$ f
/
Pool_ EL. 41,00
F,iter
(See Detail)
- -
- - - -
- _
_
_=TdOr j _ _ _ _ _ _ _ _ _
- - - Q 10 r Storm EL 40 40 - - - -
_._-� _sr _.Y- _
_ _ _ _ _
- _ Ol,i
--
_
- - -
--
�ii
z.i3', 1 a u ,,..
Iu;I
-_-_-_
U Permanent Pool - EL. 40 00
- _ _ .,
Sediment Clean Outl EL_36.00
-�
? y ___-__-
r'.-
ee
I'u
Inv. = 37.0
FL. 35.00
5.00
ire
a _
'i.,.
@
s t : =
1i �♦ r n :� r _ "e
c / Q
lu Jr.O,. v2�el0le� J=err nrOLlnd E,tu_ F2,Imei�r
me'l-,
H „b a aw n
CONSTRUCTION
ENTRANCE DETAIL
cN RT RI _
tno9B �1 - p:r a /a' n<m
n
oapin (_. . �s amo,-. g"
c s mkd cGeLs.)
J 1�,
Not to Scale
9__ r
0 Voice Ve ated She
L
xp
Qom/
50 min
IN FLOW
OUT -LOW `- v
50
Constructionto
vmimum
Ent rice
,
6"min �.&'�'
23
-
gregme coarse eg
6`a
_
J J a25,3�, Y<V L. i J r �Cf] i
�
W 1=4.5'
oun.� SPREAIER
(R'➢-RAP a_ ilia. j
Dro'nage te Erosion Control Speci`iecdons
-i-osion don of measures shall oe con trsr.ted r accordc•Ice wit" The Semmen chor
and Erosion on.rot ier (as cPr oved by the Nor Cc,o�.ina Depar; Went of
En ircnm rt anc Nataral Resources. ,Lent Cuullty Section).
,T. Seed
S.yn on dl turbed a ea shot be seedec In accordance n the Secimeatotion and
3,oqion Coe r I Pier ( opproved by the North Coro iro D pdrm en of Environn ent
and Natural Peour-ces Land Cu I_+y Section)
3. all Iverls sh 'Il b_ ..orrugcted pl,;dti.c pipe (--PP' or opdrdvea eq.,dl rn acdordcnce
'vitF specificc ors beta I
9. s to I 7 Pipe c d ',ttlrg
CF shcl be high dersl v polyethylene plpe and f _rigs ApSHT M252 Type S {smoot'
nt ). ADS 4-12 or aocrov d e gual. Joints shal be sna4 _ounlers
5 / to 3n P. Pipe and Fi+ mgs
CFF shall te high density poly trylene pipe and fl tings: AASI i0 d/94 Tyoe ` moot.
in eror ''�ith nt grated cell an.t nlgot loi its) ADS N I21 Ultra r cp roved equal.
routs hall be in ..ora_ed bell x spigot ✓v/h-TM F477 ribber EKat on spigot end. Pi
ar' bell must be of one romogere-ocs'y n-olded piece. Welded or -nctlon bells will not
be accepted.
LEGEND
PIGDT Cr 1/yY
CENTER FINE
DRAINAGE EaS_Iv NT - - - - -
DKIS ING EODJ-OURS
PROPOSED CONTOURS
PROP RTY '�.,NE -----
DIU
IV E_ ,=f i `,e/ II FILTER
STRIP
Pe
10
�AI Ii
L\
� l
�w
r I
I
rl
n
I �
o
CIO
h,
J�6
`'o°
000
C,
--------------
oar �,p�
i
1
I '
i
l
I
in = 42.00
Entergency Spillway
Elevation = 41.00
Outlet Invert
F Corrugated, Steel Outlet \
Anti -Seep Collar Pipe
(Barrel)
Did. = 18" Class B Rip -Rap
Outlet Apron
15' (min.)
VEGETATED FILTER DETAIL
Not to Scale
(See Plan View for
Rip Rap actual depiction)
Energy
Dissip or --.>30 --
m �
... w v\•u v w.
� •I �� �� 540 5
1
i
--=
--�o�e--
__.., / 4 4e --
ro.a=.'iwa.w,.a.
�� � ,..ae,w 151 .5
M -�
I. arm.=.a.wa.as.uam.rwemm.n.
PARK L4f(E PROPFRT/ES
PB 7,7 /-'ti' Z T Z
TebNa.i4e
L B 6 . PG 2 � Machine MM 9Mand APPIIWIon Raise
mmmn
. are. nmmi rea
�T'�
f&� mnemppe,rnmles
waa.,.uwuna .unx..r. m..r.ew, aeemane»ne.
2..r.m....hir..,.� �m.ma .
w:
®.aaa
mo%
Melpmeace yr.
"max m. •¢vw,�'pep 0�. hearcm e
Pmamiw rip Was::'-
Pond (entire pond including the Forebay)
Elev. Surface Area Inc. Vol. Acc. Vol.
Bottom
(PP)
(TIP)
(Top Vag.)
(Bottom Veg.)
Sediment CO
(1 Oyr Storm)
35
1,209
NA
NA
40
6,005
12,182
12,182
41
8,467
7,236
19,418
40.5
7,876
NA
NA
39.5
3,857
NA
NA
36
1,695
NA
NA
40.4
7,566
3,039
15,221
Pond (Forebay alone)
Elev. Surface Area Inc. Vol. Acc. Vol.
(Bottom)
(PP)
35
221
NA
NA
40
1,337
2,485
2,485
Mateflal Rea Per Acn
Onni
Notes
Orgenlr Mvinbee
$traw 321snv
owaFereed ParoC
aprealfay cons.
my
weeds.
enoor ll.; mu sit
be tacred down
Woaamps "Few
Ahd,
Thal wM 12 asnnrcaeMon A dr
or
Nmuknrtfor MIpit.
byhantl Nod for air.
Wandfiber aS tJana
sesnfsaller
msse.
A6oheheduloaaera
Wbyerwowp oo rem um
Ve
an, dry aaftsF
earx 95 auhicrams
Ardryshr0dtlndre
ngd,Wmukn bbwRT cop
hemmer mllsa arch 3�
P
hand nee oo „m u9e
aspba9phC
GrnsWlks 48tore
suekh
rypiYY oM1.,...bbwea.d.
spirit,
09M bngiha.
henE. Not for use lnlbema
smima ra I.,
Grace m dryaheeid
I rad0aa
cmaa a meNR seed.
seed bearing
memo
Nm, ant war,
le.reel Covorveo
1I unlmm wavenot
WtlKlaMa assume. Bwl when
irgle rya are
tread with oryuJs mum.
FLe a Caesarea
gs
WWromma wmedNw. see, 0.1
ran
Caere
Exceiabr Covereree
ehogenxmulch.
WAM1SI ndswaledkw
.ante g
Foner,ove as hone
WnrnwunnWnpar
Apply.T p otlar
rovina
In
roam. Mtn
rcha'.
Can toxro0ecnl.
eCanmeA
aches T2irua
a0pla00 ere1sm2535
sam000.q n.
CM1amblSlablllzanz
Aquavin follow
Nor exaNmial te pWd 9rvster
Aagzpray man term
Gmxwl AN N,ecllicatln�s
38
T....I"neeTwore
Terra
sea
crwlsoa
G.nagza �a3
M-1E5
'Three to PaauCe No. all Grass Least
Charmda
luxe of lea. name= dense im0,
eprowerem w coed.
Rip Rap
Energy
Dissipator
Elev. 7
30,
Vegetated
Filter
Wetland Plants
Sk%en ra ,Monte
Comntsmial
Inundation
Common Nana
Form
Availobilky
TOlsrena
Wildlife Value
Notes
A%AYndia u9:Pida
Emergent
Year
up te t ft.
High. Samise are eaten
Full sun to Partlal Rhode
Arrow arum
by wood Cache
Emergent
Yes
up to 1 ft
Nb d
Aligner colonizer
Ariow9rhead/Duck potato
sMotherne,
sand
Andmpapai We' Aar
Perimeter
Y.
up to 3 In.
High. Song9birds antl
Tolerant to flucWagnq water
Breomaed9e
browaem. WMw food
levels a partial abode
and Cover
A,d
Emergent
Y.
up to 1 ft
N/A
Rauira full an
Bwgi�sralus
spenL8m(opaMrvn
o'emermam
Submergent
Y.
Yee
Low fad value. Good
Free fitail g SAY. Shade
aoonbll
hobftent and shaker far
financier, Rapid grewth.
fish antl invertebrates.
3LYr➢t4aywn -
Common Three -Square
Emarged
Y.
up to a in.
HiSSh. Saetla, cover.
Waterfowl,
Fast colonizer. Can tokrete
d�men. FlAI
songbirds.
pedade of Cure.
High metal removes.
Sybme -t
Yes
Yes
High. Fad for waterfowl
High metal amovw
OR=qqs
Duckwatl
/emergent
and fleh
3burwrus cw»ws
Emergent
Y.
up to 1 h.
Low, except for
Rapid growth. Shape reasons.
La.M's toy
waadduckee
btic mascMaym
Emergent
Yes
up to 3 in.
Low. Nester
Fug sun, can Wamte indicate
March Hibiscus
drynes .
Po too * amo'oys
Eme M
Y.
up to 1 ft,
Moderate. Ducal.
Full a.. to portal had..
Pkkeresswed
Nectar for butterflies.
Poymnagenysa pecNa#as
Submergent
Yee
Yes
Extarrany higgh.
Remove. harry metals
IF Weed
Waterfowl, m m, and
Ric
Emergent
You
up to 3 in.
High. Food one caves.
Fail an99
Proovuiaee f ron of
outgrew
shoreline aterbilizathap
Lb +PF
Emergent
Year
up to 3 In.
High, Waterfowl and
Many handand and avwal
Sedgy
songbled.
upland apple..
.52/taus raP�w
Emergent
Yes
up to / fL
Moderate. Good wvar
Full hen. Agg.i weady
S aterrF Bulrush
and food,
alias such m P. Po� Horwn.
yU6 aqa
Emergent
Yea
up to i ft.
High. waterfowl,
Feet colonizer. Tolemnt of
smarlwsad
h=.d
anaboda. Seeds and
cower
fluctuating water buds.
✓wacus ethanol
Emergent
Yes
up to f M
Modamte
Tolerate vat or dry
Soft Rush
conditi...
Emergent
Yes
up to 3 ff.
Moderathige o rc
butFadflue
soloing
sg Mxar
her
wateroeveleof
Padcwm amgwyum
Padma ter
Ya
up to 3 In.
High . Sails, cover far
Tobretes set and dry
Switchgraes
waterfowl antl aongmMe.
condifba.
ejaculate m
Perimeter
Ya
up to 3 In.
Low
Tolerant to dry peKad t a
sweat Flag
meld colonzer. Tolerates
SubmWF
aciam conditions.
EANeo condro6nsls
Suemergent
Y.
Yea
Low
Good water oxygenate. High
WMerweed
rx jent, cope-, man9an
and ehramlum "goes
tWybnede amMcex
Submergant
Yes
Yeas
High. Food for
T.I.rant of murky water and
Wild Calory
walerfoW. Habitats for
high nutden iaads.
fish and bramphuraa.
2Wiwe agwsNca
Emerged
Yes
up to i ft.
High. Face for bird..
Prefere full sun.
Wild Rice
Tabb from: ( i�� ffi cn,.r..waf.r wReIdnds Syatams:.Maselar s for meeting SOrarsm mtl afifactim .e„r,nw it er audience is hat Alltl_-
96aoac EegNa, Schueler
NOTE: Consult with the US Department of Agriculture and/or The Natural
Resource Commission Service for planting specifications.
\ P,/Pyt' / A/'�F D P�PCF'7Pc!
OB sr. 32, PC 6 �
'- 99.79 TRLC i, PB PG 149
Nara
/Nara. all
\\'�
/ Total Site Area - 3.41
/ 4r�'" Project Area =3.41
Disturbed Area =2.23
o
/ \ss ',//I ch _ T a\h \c O\cifil\O' \1^i`
i;
Taate6.1011
Tompmry Goarkhr'tg
Reset andatlonS tar Leta
Winter and Early spring
swdmgmixtum
$p y� pourprei'adei
Ryetire
Airselleopaddes woba is
Piadmom ant Cox "1 11Hsm.
Koean in Mou .di bo
ant+ anmsal iesaidexa wash dwaliall O+Sampanty Cave 4 Rol+oextand
beyond June
Seeding dales
ihurrtaMs-Above 4006: Feb. 15 • May 15
0etow Mee I Fab, F Mey t
Pivdmo sharer- t -May 1
Coastal Plan Des. i-gar. 46
Noy
sag emopdnlante
PaaawrerAMmand 70 creare 1 slso 10ler 2,er01prparegrauatl ag+Muk
i lard Smetana and7501Waae f0�1PI0fertillzw.
Mulch
Apply 4,000lafaoa sheave. Aaotmr sister by tacfCng wife alpaca, ,rotting,
AD a mulch ancchodng W. disk with eadw ea nearly shelighe oare, be
wad as a mulch arehodng foal
Practice Standards and.Tpel
�•�'� lAfatteaNRC1
RdeHllz mgww.h is not fully Ad""te. Reseed, relargara andonlche IT.
EM modinsiny Mxgvymg srabnaz mbar darrhge.
Definition
Apphaadoa of. pareemor breast of straw m odor farm reaahw, Am"I or
Tablee.11y
seam mmu,W 0 NL so] so
Seeding No. 7CP for:
Gra ealined Channels;
Purpose
Ta PauecsdxsnFlswfattfmmihefmus f Nnp, nprcianJovmehW llpw.
Coastal Plain, Lower
Mulch achimpw growihafvugemdon sducaerepoessim, remNmxta 1,
Piedmont, and Dry Soils In
and exuprose, waW powrh Ni [mtienrly used to sccem larmwrye
the Central Piedmont
pNr6nser.
Conditions Where
Mwah temiwny The pemwme shadings Renominate, A. met car Let be
Practice Applies
sccdeahcansc.1ass,area should he mulchM rot nwiJa luFNxaary luixac.
exesuf Ne wdserfao Oscan rxaon a mF ICh m ancax. ft, rest wnwl fiber
:rod seed Nca3ca Centre respass nle. MwcX aaundplanung3af um,.rhrvbr
or tmund Caesars m sub lint oho sr. Itcrwccn plsmts,
Planning
A<mrial muleX is Nit monenccove pmcticw maanrorumwlhnp,. urorraod
Considerations
arosiw on iasuahJlad onpvu 6mm�e.fnbhJiment fre"heW rod
w' g
rot ls[ia loss ceapamnnn, pmecnla.evird' art aedu
rsolle earearo yearea.
mWcm:essehamperamres,prmrdaxeswtahlem cmmlrmaicrarscal seem+ns
4on sea may inch`4Y¢ irk mnlaauonm@ of Lhe IDa
i]rsa,icn vlLMxwcnalmaw xood reps dzXmddW teak hic.Trow.
Loh NC nlOxFenecvv4. DJldltusvma orals N .....Treatment.
mdgr rxd Ikc pnnw unnrmmewaoapmr wcunu Pep.
^ireart emmmda r 1 n ueg king a ey m mni,iy feidlva'ari
rss
or
mtaarvW [nwver uaX he muted iTabla6lda}.
MC).
A vanuy of maze row fanner Roc dun dcmtored se Theme Imeo Far u•e az
mulch, particularly in did IaFoas such as wsa:rwvys and chaanuts yaooas
lyposaf Meng AFCFI aoplaoma Mble as m negaFe newerimv
ahemlt l soil stabhzarrersel bailer whanuaW nkne,v kvxeReatise des
shop types of rnuk6as Thee prWuets are primwrly usofai far Fsking waxl
lihrmulchas
•Ibachniw Nmnenulsfar mulChirexiiouidbc basal an Cut candymra,xewe
Seeding Mbiture
spa ., Rafe(Iblacn)
Common Bermadageas 40E0(1-2 IW1,000 tell
Beetling dates
Coastal Plant: Apr.-Juiy
Piedmont Apr. 15-June 30
Boil amendments
Apply time and Isel barer according to soil testa, or apply idep Ib/acre
ground agnweuml limeslons antl 500 Dlacre 10-10-10ranllizsr.
Mulch
Use jute, excelsior mining, or other effegve channel II material te
ever Mebonom retehannds Rod ditches.The lining should extend above
Fire h ghest calculated depth m fire On channel and. slopes above this
hi ant n draaegea not cafe ring temporary tnings, apply 4,000
Iblacre gran straw and anchor straw by steppers netting over the lop.
Mulch and anchoring materials must Fro To allowed to wash down slopes
where they can Clog drainage devices.
Maintenance
A minimum of 3 weeksi r s a aired far W ins q and repair
pent p
mulch trequsnlly. Rafertil ze the buowing Apr. with 50Ib/ame ngmgan.
1 Refer to Appendix 8.021or botanical names
type olisCyemdanaM sire of mama. A pnoollit pplial and mckCd art is �1 'i �U
always hnbreill. It be mgecally imprrunl when ead'Nmw fur 8yarrhanon30 6 V
arc at o W.. suck as midsummer and well winter, and an difaeult nmss
seen as yr smfn and A." here, souNem asposwrs.
a .ld CMULChaE
forms, is tMmulCh mmdmmmnnlyus:J in cenjuradon whhse.Win,, T qrr w
s .II pl1.1hhinXhata c romle111.le.a and maybit Spreadnt,hand
,w with a mulch nlnwer. Straw maybe la -a m winJ hew moo hmrkW down
Weed chips zm swiable far vcus Nat will not be c'II rem.[. snit arcvnd
omamaml plamings. OFips do rot "sea muting. aCrause they Ancestral
.lowly dray man be Road with 12 pouWs of nkroeen pm tan m fm'svN
Tempormysaadmg saaamg a0xtura !i!
nwom"mdationsfor Species Role (to"*)
Summer German metal 40
In ilia Piedmont and Mountains, a smog•stemmisd Sudangrasa may be
subsetutad at a rate of 50 Ibeecol.
Seeding alias
Maantain3-M4y is - Aug, 15
Piadmo0h-May 1 , Aug. 15
CAastaiPaln-Apr Al 16
Sgltameadlaehte
NROW,a M"rA,IimsoisaiFlasisorapply2;00o�faruaground agpi
luraltimealane and 7501btacro 10-10-10Isaniser.
Myloh
Apply 4,0001b/aoro straw. Anchor straw ty, tale ring wall asphae. Fining,
or a mulch anehulrtg tbol. A disk with bWas set nearly straight can be
us" we a mulch amharirg tear
Maimaname
R9fakihrs it gdawlb Is hot 1.11, selective, Resdad.e fenlate and mdceir lot
mvdiatsly fokowing areasbn a+oNer damags.
Tabfe 6,100
Temporary SoOirtg
itecammeridatlons for Fail
Seeding mixture
Species IWoifNaars}
Sys bl in) tea
seedm$datea i
Mountaars-Adg. is. Dec is
Coastal Plainand Piedmont -Aug. IS Dx. 3g
Doll amendments
Follow Poll We OF apply 2.000@'acre ground agricultural troastono and j
1,000 Iblaare 1040.10 Ishi�zgr.
Mulch
Apply 4,000 b'awa straw. Amoco el raw by inking with stapnah, nailing,
or a mulch anchaang real, A disk vfdn Landes sal nearly slraigfel can be
use$ as A mulch ofxhoriag their
Maintenance
Repair add rohnifl ea damaged .ends Immediately. Topd+eaw islit 50
Ibtxra of nitrogen in March. ff a is repeatedly to eafend tempera cover
beyond June 15, oYeri with 50 laeam+e Kale (Piadmbnt and CO V,,i
Plain ar Korean untains lea eders in In F F 1
I flea 3 P o ab 48Fy0 early MaaCh

HOY 53 EAST
LEGEND
E_Cll T E R I_ I INI E
NRA `'I/ti r E_ASE'IvlENT-'-'---------
`X,J G ( G TGIJRj
P1F0P S 0NT0uRJ
PROPERTY LINK -----
D S JR6._J AREA.
1 U.o86
VEhr,ATV FTrR
RA, s\1A 0 E
i=',RLA
NA I E
R A,
/
t r,
r,
. ."An J i A`:
pAlNAG F
AR -
3
,A
DR /JEVVAY MENSIGN
THE PROJECT SITE WHEN CONS' -PLC ED WILL
EI OY 5 BAYS
2, __PI VvAY G� NIN IS 75' BIDE
3. THERE IS ONr ROr-) INTERSE 'ION 473 FROM
C EN R LE C DR h `vT EDGE OF PAVEMENT
C HVvv 17
4. DPIVE641Y RADIUSES ARE 50'
5 G Vr' Ay TO \1 ST PRCPER'Y LINE IS 32 334'
6. DRIVEWAY TO FARTHEST PROPERTY !_INE IS
u.28/'
7. BG LDING 10 E' OF PAVEMENT IS 85.04'
R BJI 1DING a0 RIGHT O v1V`,Y S 64.07/'
9. EDGE 0:7- PAV/ IVENT FO PICri, 0'- WAY IS 19.278'
10. PROPERTY FRONTAGE IS 222.605'
_
I GU A KT A DRiVRUNS RUNS ! E✓�L A: AN IN,EPT
F E; OIN Or 41 33 FOR 100
�
AYI PRIOR G PCTrL_ To\ IT CIJ VKEPT, ,HE EXISTING Dr CH V/'iLL NE_
TO Y-
EPNED GUT TO T TOA' THE I,NVER 0�- THE
U t ART TO REST AAN ELE Jr', ION OF 41.33.
T F'� �6 !'LL PRU`.iID .� '' OF ;E.r, KGA.,� GAE THE
PIPE
13. c' VtRT CONS C`r i00 18 RCP PPE AND
FITTINGS: AASHT0 U294, TYPE S (SIV00 H
INTERIOR hl ; INTEGRATED BELL AND SPIGOT
Clf T ) S N-12 TR^ OR APPPO✓ED 0�,y .
ss
LINT r SHAi l RE II` IFSRP �
EC - AND SPIGC- W
cc P/ FZ r I PE GAS CVJ� GOT END.
PIPE AND 51-111 MLST SE OF ONE
0�10vE"Jc U�'_Y MO_CED EIECE. W-LDED OR
FRICTION BELLS WII_- NOT BE ACCEPTED
4. DRIVEWAY A'ID_TI-i T JL/ERT IS 88 467'
15_ SLOPE Of DRVEWAY FROM 41D WOOD
A`,/ NCE IS 3%
16. DRIVE rrAY 1VILL CONSIST OI 2 F A or S 5.9B
A PHAI' _N TI H 8 ABC SEA /EL COls rE T_O
UNC RNEAT IT
I ,r
Figure Project:
C7 Pender County EMS
Date: 11/30/2009 Scale: 1" =30'
I
I Il
i I I I
l ,
ri
� LEMO✓�✓ LET/NH4/VD
OB 17 3,C PG 329
i
I
,
II I
I�
-
---
- - - -
-
„
tvf
II-
'~ I
173.448
I
I ,
I I I
I�
I
Total Site Area = 3.41
Project Area =3.41
Disturbed Area =2.23
j-1 - - - - -
2 - - - - - - - - - - - - - - - - - - -
_ _ - - _ _ -
_ - LCMC/i LE
--- Q0S _ --
59'� 54 ,r✓ i / ' CH WB 77_;
2. a P E29
PROPANE TANK
CONC. CUB
SEE DETAIL 2/AS-1 00
J
rtlG G 1
Ent ante
� I h
aWal
r.� � � r,�rs�>k`�*���i�atf`' €ro , �I� �rI '12•
-, "4j.,,-M1.,,
4''
C O d O OJ
S1111a E 3 x af: ..yta +.,,a @.. ,+
'VIM
SLOPE 3% SLOPE_,sr Y�tp `z.Gma, �& C`
~
8„ RC? P ; P �
III I 7/ OE 's+iii,£
r r
1 1---1-
R = Q Lz xF , O t ur
-c, n CON 1
�29 001
2C
r 7a
�I I'D POLE dJ: ..:,
SE 3 AS}.0
' .�.
2 5
r, � / � °'U .r.�E`r.7+�.�.P, "z , w.y„r?`�Y� .z1 � �L?•��``»':+� x� ` , 'x
GREASE TRAP-1
11
is r4
r h
,ro
h ti
(
9
r k�
r
ii N"u { ,
_ � 2
,N � ur v�F �S. ws �;,£'n. k"'R4,x a' � •wy T' ��..
y� s
CONC, r
r
�1 E HC SIGNAGEs SIGN R7-8, POWER COMPANY TO SET NEW TRANSFORMER HERE
��--�- SIGN R7-80 & VAN ArE2 {!F F GPER;%ES
ACCESSIBLE SIGN
o V Gd 37/ PG 272
�s s �0. 2 PER APPLICABLE CODES vB $ PG 29 5 (.5
1 5 30 60I
-title: Drainage Plan
WALToNENGJNEERJNG
Drawn by: JRH Project #: 201001
Pond (entire pond including the forebay)
Elev. Surface Area In . Vol. Acc. Vol.
_ c
(Bottom)
(PP)
(TP)
(Top Veg.)
(Bottom Veg.)
Sediment CO
(10yr Storm)
35
1,209
NA
NA
40
6,005
12,182
12,182
41
8,467
7,236
19,418
40.5
7,875
NA
NA
39.5
3,857
NA
NA
36
1,695
NA
NA
40.4
7,566
3,039
15,221
Pond (Forebay alone)
Elev.
Surface Area Inc. Vol.
Acc. Vol.
(Bottom)
(PP)
Revision Date:
35
221
NA
NA
40
1,337
2,485
2,485
04/28/2010
�L /✓r� ry /1� i
PAFv L;r'E w FTiES
/tB 3C32 PG 022
7C/2.Ilse 35 - /49
RE!✓/ i °/VT A!R ,
PFF 4//19 j-5, CAT' 149
L-
A
LF
rl
� I
, I
1
�(n
E IT _OCA-: tor,
PSRyy ZDAAT PFJ/PFFTiES
' r UFO✓2 PO 022
YNSTP -PON SEQ''ENCE
koti`y the ,'Vs or of Land Resources a` 910 796-7215 p-ior
to aeg mire worIsr.
L 1-fall a temp rcry r,. a !e'I Construction e ,-ar.,.C:e (A0' long
mininiU of': Ridge,,vood Averue/I
� ,
3. cleu egetalion cs recuir c Icr onstr .� ; rtslor rIl+/r,,.
me aSQ es ! de`,er)t a -)end and �,'alnGC sv Jlcs), Do not pen lo; In
Barth dlSt'JrbinL ccT_IVIT./ a7 gals point !i"? cons.rUcT,ioir,. A .,--a
the ce,e tior pond wlli serve as a sediment trap du -lag the
o c_ruciicn p use.
4. -he veoetative Ir I --r wiI be established using cont:Tol matting.
^,c `F dcr e o �-rt e t
5. Mull silt fence a -can . The project �r c no for i U�„_h as.
�o-ner of the c sturbec arec as s',ace/,, on rh-- s,� n up.
6. Construct the ae'entioh pond and swales cs shown on plan.
7. Beg n site el aria_, grading, earthwork crc ctr,e, constrac'.lon
per this plar.
8. Establis'r `final al -.-des as c-onstruc' on Oroceeds.
9. Per-orlm temporary and/or perrnarert seeding peg- plcn
sp I _ions immediately att r finol gra e e e aclished.
10 Apply strati milch and task per plc l soec',ficotlons
Immediately a per seeding.
IMP(PIHIv- ,f fn I Grades cre not establ ec n 21
C,M EDDAR DAYS FdR EACH GPOUND GIw UR-rakYE, heapply
ra%/ nIu Ch and tack per plce specifications s_.d Hme
o rood int�final grades are s.ablis led. In scch cases, t wlll be
ecessa,y to perform seeding, -nulc Irg and acking nooI-
m-red a'ely after final grade ire estacl's-ed AdH Iono.iy,
per -Tar rt around cover for cll o s urccc Areas rr- t be
ablisll d wi n t 15 v orNing days o 90 Co-)ece Iv ccleoder
ays (whi_'nev, Is-_-orier) Fol'ow ng complehon of corsTstruction.
12. Ero on control measure other char those shown c the
plan will ce installed should tte need arse.
I

0
CR\IMAGE
AREA
DRA
NAF"E 4REA 2
DRA dA\E
AREA
3
�'
ARKT\
6 60 sgt
- \38
^ c
AR\IN\
�' =
�8 2
2 sqf
\ 0c
A.
M
PARKIKG
sgft
0 A-
BU -DING
4906 sq-`t
- 0.1
Ac
Bj',LDING -
1039 sgft
0.24
Ac
B'\LDING 0
sgft
J.00 ; r,
SID\:',\LK
224 sift -
0.0`2
Ac
\D\JJAL.r<
T36 sgtt
0.01?
Ac
SIDEVNALK 1858 sgft
G\43 Ac
TOTAL
22190 sqi;
0.51
1`,c
TOTAL
1 9953 scT
0.46 Ac
T OTAL - 1 858
sq\
0.043 ;c
DPAINAG- A\E4 II
28721 sq. i. - 0,66 o A,.
SID'LWA.LKS
TRANSFORMER
1082 scft 0.025 Ac
H L PAD
584 si f t 0.C36,Ac
RAII\,AG fiRE 2
26581 sgft - 0.6" Ac
i
BUILDING
330' sq`t C135 r',c
HEL. PAC I�VN KWAY
452 sq`t - 0.D10 Ac
TOTAL VIPERVIOUS
PARKING - 25582 scf, 0.59 Ac
BUILDING - 15301 sgft 0.35 Ac
SID� VVA 1 8 sgft 0.07 Ac
OTA- 44001 sgft 1 \ 1 Ac
0 201001 00, 200
ER\M `GE 4-�=4, 3
41939 sc"t 0.06 A,
PAR\,N
25582 sg`t 0.55 4,c