SW8040345_APPROVED PLANS_20040629

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE
DOC DATE
❑
CURRENT PERMIT
APPROVED PLANS
❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
�2a�d1.�9
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Pia d-Sraaderdf oaCSpe ifical onr Tablef,148
LLulching MAWL916 and Application Raley
pefintpon Aypioeim or a prwbrlfur bloda of era or ot4spholr some. gosh
Tailor¢ ayaw b Ibraol Farrar.
PUrpose r 1.pbrrrlwaaTrafarrrromdrcromaorr.e.dmyirgaaandmulssm am+
M.khfosteesth F-6a1fepNUolrWsaerwn.w®I, hrmism rM soil.
and mpprsrrx wow Irnwlh. Mukb u imqurmly .rc4 m span IrIH mlr
Man,
Conditions Where Wit 000g spry alaamwea x dWW tam dklol,- A din, cananr be
PracticsApplies mmaaanwormrx�o.,�aaarm.r non aamf..ary r_
rigs th.xeikumfapt-lrw raraerwk muka is pus rase Stint Aa w,ud fiWl.
sod find Lk vow n foot as pc 14-_Nf kh mood phoomwpfam, jnuh,,
.g. rtte.afntmeilme tarfail tcwaa ptraes
Planning wwnl kit arum and .l.,a�at.� arndsnr w ofr.a
Considerations upaeaq dgrtr4rand priorroaeDewtia, utediamrnt MainhreegtQ ail
. sad fray ax,raea pry mldpwim rycel4w so:k
ps.:r:■wkacs,.cnaamr.e.adeeipx.a,dd.naewltoah.f�haar ace
tobedre rogbloNardva. Dgautrra wbialsvki.hmay bnsWryaxkeramppl.
ma wadmdtpaaffra,N, Drmnp.xlu..wmr.c.mmpm4peucnnrieylsyp-
iriti-sf[ so o or "it nleoa"r. tndihr k rrhenfry m e.Wfl, frnihaadm
eweaa add fualiarrvith Ile make Craicd. m).
Aced Mof- last PAm navy b- dh toped ytzn ra ,orem
owhb. pwtcdaly . -.a arms nrh as .wruwaye and do * Vmiaw
g7rW anea,nS nwuMx erraaef.ai46k b anckraa[ s ink -
C3�n®4aoa sv'aLrna toil bnJcn..heemefak�oe..frc�scrf¢tispm
oR:a t?Tu of , wkkrc The- Pmdot" tar pnmarily uatt i Iv Ishii nod
fiber aael3ri
'nw:i�a .,I,,,armais ry mvirhiaaxhovldhelrrtufmsarrrad'mr�f®rm-
type of reDchi[fntr.anl Ax nl fkr o,rz A p.oprdyappikmad twrbod wWd, a
al.Ar: loaf-1. It u rIrl-11) 4ltaaid.l when enn im- le. jt-i. m,
me ea xq -., wtn at muhwnnar, and -1, aim. a w ,n dinkwt arras
s.A slolxrrafd slaryx ash nmhcrn up.ast„s,
ORG.ANICM111.0EN
tiVaw tsarmulch moacpntm[wry,pgd,n�cMlunrlitw v b. n..d by"
cold cwrc faun.hx-n.•. I"1m ll1. i..si'rmYW WkdNY hind
,r n��m IrA hre.vr-Stitt•m,v M`. loll to wiled ail nuJAlx'1N dmnn
w„na rhip4 arc aaWl. rx, nm, sae ,It sot rr Am9y -A. ad aa.rd
mneca_nnt p'dntiagf. (Tito Jn ax ,aTare acnmF. IIssrx Uay d¢ranperc
darts d-) >oan br vnrrd -b 12 P-al, or alai. tar m ® pwwa
Nawrial
Bale Per Acts
OuafBy
Notes
orgaria rduaetlaa
Straw
t-e tans
Dry, unchappod. un-
Should corm hom wheat groan:
wauhared: avoid woods.
waad by hand ar macta,% must
be racked dews.
Wood chip.
SB lens
As dry
Treat whh 12 bs rituogerttaa Apply
ash mulch blower, chip halw1ho, or
by hand. Mel For use in line tut.
Wood fiber
OS-t tuna
Alm roloned to awood collubso,
May be hydm4.W d. Do not uw
M bolt dry rwairme.
BaAr
35 acne yards
Air dry, shredded a
Apply with mulch b,atver, Cho
hanmerjnisad, ere hl..
handler by hard Do- nd rfsa
asprwr IS&
Corr slat.
4-5 tons
Gwashredded in
Apy1r with mtddttsawx or 4'
4-6 M. "MA,
hand, Not to, use in foe Dr[
S_
13 tans
Green W dry; 9- Al
Iespedeza
owltainonaunesesd.
surd -Searing
stems
Nals and Meta'
Sul. nol
Cwaraag
Heavy. ur H.-; waver of
W,thstanda watar low. Best wren
single j"Yon.
used wdh organic mulch.
Ft6erglass
Cover are.
withstands-ladlaw. Best when
net
used wxh arganic mulch.
Eacels'wr
Cover area
H I'Vardg watarlWw,
(wand fib.,)
ma
Fberglae.
v.Si torts
Goadimradslltalsotdlawn
Apply w0 a oomproveud ar
young
gimxn board tgalkar+,ipr
apnor. Tact wish amuhiried
anonurlicaganr.
esphali at a rats of 2S-35
gwlgeo sq n-
ChwrNwtslobilernd
Agf,aias,
follow
No berMlcial to plant grawlh.
Atrots my
rrtanufaGurer'a
Guraso!AK
rpectiicatiors
Parmael Sa
Terra Tads
Cnid SD°
Ganaqua 7A3
AE.45
'Reler to Pracdce N e. 6.30, Gress Lined Charmers,
rUsa gF try nacres does Ira ,myy artdorsarreri dl pmdun-
MULCHING SPECIFICATIONS
Trench Cross -Section
Culvert 'D' & 'E' D-D'
Not to Scale
GROUND SURFACE ELEV. = 7.40'
- - - ' - NATURAL
12" CORRUGATED/ - - A = _ - BACKFILL
NONPERFORATED - -
POLYETHELYENE PIPE -
ELEV. - 5.25' - - - -
Trench Cross -Section
Culvert IF' E-E
Not to Scale
GROUND SURFACE ELEV. = 7.50'
NATURAL
8" CORRUGATED/ _ _ - BACKFILL
NONPERFORATE6 -
POLYETHELYENE PIPE
ELEV. 3 5.25' - - - -
Bypass Detail_
for
Infiltration Pond @
Bld
IF'
Drains e Area
3
Not to Scale
BYPASS TO i
i
WEIR WALL
VEGETATED FILTE
ELEV. = 7.00
BYPASS TO
ELEV. = 7.00'
VEGETATED FILTER
/ 1
RUN-OFF
ELEV_ - 5-25'
'
RUN-OFF
/ RUN-OFF
0
Bypass Detail for
Infiltration Pond @ Bldg- 'E'
(Drainage Are 2
Not to Scale
BYPASS TO WEIR WALL
VEGETATED FILTE / / BYPASS TO 1 ELEV. = 7.00'
ELEV. = 7.00' / 1 VEGETATED FILTER
RUN-OFF
LEGEND:
GRAVEL AREA
SILT FENCE
FLOW ARROWS r
RIP -RAP
OUTLET PROTECTION
ROAD C.L.
ND-
G'E
I E
TI
532REARING
25-00-
T2
S32.31'09"E
14.44'
T3
N49.00'00"w
14.00
T6
S38.11'43"E
13.00'
T7
N34'00'00"W
6.98`
T8
N10*30'00"E
17.37'
T9
S40.00'00E
14.00'
T10
N51'48'17"E
5.82'
T11
S69.54'06"E
4.54'
T12
S79'30'00"E
8.50'
T13
S40.00'00"E
2,91'
T14
S60.3010011E
2.00'
Tt 6
N29.30'00"E
0.12'
T17
S20'0554"W
9.00,
T18
N69.54'0611W
16.00,
T19
S20.05'54"W
16.00'
T20
N57'28'51 "E
7.50'
RUN-OFFj
E _ ' ;
RUN-OFF
i �-
Vegetated Filter Detail
Not t0 Scale
atP sir
�erib 3tr• a
adaRtpaogr Fa-•-�----••)
a L A
e,rzaa � _ N.a.lvrpg
elm. seraa.r
aprGdR
WsefinEo
• in' fo, Sa Gtna. Hnfsra
r v�arb as ar.f 4,..r en rravfae
ono-okualw flee
N.AM
MO.
BEARING
CHORD
DELTA
RADIUS
LENGTH
TAN
C1
N52'13'54"E
6.00
74.52112"
5.00
B-53
3.83
C2
N50.15'00"W
20.10
20.30'00"
56.74
20.34
10.28
C3
N54'30'00'W
3.42
29'00'00"
6.83
3.48
1.77
C5
S25.43'31"E
11.93
22'56'24"
30.00
12.01
6.09
C6
S54.02'54"E
16.24
31.42'23"
29.73
16.45
8.44
C7
N38.02'57"E
4.76
144.05'54"
2.50
6.28
7.72
C8
N33'15'00"E
14.76
45'30`00"
19.00
15.15
8.00
C9
S54.30'D0"E
15.94
29.00100"
31.83
16.11
8.23
C10
S50'15'00"E
11.30
20'30100"
31.74
11.38
5.74
C11
N68.2915"E
13.71
62.01*09"
13.31
14.41
8.09
C12
S45'01'05"E
5.57
10'02'43"
31.83
5.58
2.80
C13
N41.14153"W
9.11
17.27127"
30.00
9.14
4.61
C14
N53'24'151'E
1.73
05'12108"
19.08
1.73
0.87
srr:Tlaa MA
Table 6.11 r
Seeding No. 3CP for: Dry
Sands to Sandy Loams; High
Maintenance, Firm Turf
and/or Channel
Not to Scale
Seeding mixture
40ews Rate (bur1,000 t6
TdwayorTdway II Mnimum:3
hybrid Bermudagrass Rapid Cover: 10
Seeding notes
1. Sprig or sod (Practice 6.12, Sodding). Moisture is essential during mi-
pal establishment. Sod must be kept wen watered for 2-3 weeks, but can
be planted earlief or later than sprigs_
2. Common Bermuda can be seeded or sprigged but does not produce a
high -quality turf. It is also torso cold tolerant than the hybrids, more weed
prone, and a past in flower beds and specimen plantings.
Planting dates
AM. -July
Soil aniandments
Apply irro and fertilizer aocoWWV to soil tests, or apply 3,000 bWarre
ground agricultural limestone and SOD hfalae 10-10-10 fertiliser, or 50
Ib'awe nitrogen tram turf -type slow -release fertilizer. Add 25-50 Iblacm
nitrogen at 2• to 3-week intervats through midsummer.
Sprigging
Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast by
hand.
Furrows should be 4-6 inches deep and 2 If apart. Place sprigs about 2 It
apart in the row with am end at or above ground level (Figure 6.11 d).
Broadcast at Wee shown above, and press sprigs Into the Lop 1/2-2 tn-
chas of soil with a disk set straight so that sprigs are not brought back
toward the outface,
Mulch
Do not mulch.
Maintenance
Water as needed and mow to 3W to t-inch height Topdress with d0
idlacre nitrogen in Apr., 50 Ill in May. 50 tb in June. 30 lb in July, and 25-
50 no in Aug.
1
Table 6a 1s
Seeding No.4CP far:
Weil-Uralned Sandy Loame to
Dry Sands, Coastal Plain and
Eastern Edge of Pled rant;
Low, to Medium -Care Lawns
Seeding Nthtwra
Spectas' Rate
Centipadoorass 10-20 brerre (seed) OF
33 buyaae (sprigs)
Seeding dares
Mar. - Jum
(Sprigging can be done through July whore water Is avaflable for irrige•
tion.)
So11 amendments
Apply Ima and fertilizer according to soil tests, ar apply 300 Iblacre 10-10-
10,
wooing
PWM sprigs in furrows with a tractor -drawn transplanter. or broadcast by
hard.
f4lnoars should be 4.6 inches deep and 2 ft apart. Place sprigs ab 44 2It
apart in the row with one and at or above gmond level (Flpura 6.11d).
Broadcast at rages shown above, and press vprlga Into the tap 12-2 in-
ches of spoil with a disk sat straight so that sprigs are net brought back
toward the surface.
Mulch
Do not mulch,
Malmarnce
Fertilize vary sparingly-20 blacre nitrogen it sprktg with no phos-
phorus. Gtttipedegsass cannattolerate high PH or excess fertilizer.
'Rotor to Appends' 8.02for botanical names.
Refer to Appamlix 8.02for botanical names. /
EaIL c
t2 ORNIONPFO
�aQ • \�ei \ � � f oLrE'flinn
C
G /• �N\ � � Q' �r DafrNspl6tns
/ �5 r
Tahie6.11t
Seeding No.5CP for:
wait -owned Sandy LOW" to
Dry Sands; Low MaBtletlanea
Setting mflduro
Bala I>aa�]
Fielastiopai Bahmgrase. 5o
soncaa laspedoza 30
Common Bwmartagrross 10
German millet 10
swing notes
1. Where a nest appearance is desired, omit "Fbaa.
2. Use common Barmudagras only on Isolated aisleswhere itcannot be-
come a poet. Barmudagrasv may be replaced with 5 tb/eaa con -
Seeding dates
Apr. t -July 15
Salt amendments
Apply fnhil and fmhTmer ecoerding to soil lasts, m ap* 3.000 Iblacre
ground agricultural limastana and 500 brace 10-10.10 fsrtDlzor.
Mulch
Apply 4.000 Wove grain strew or equivalent cover of another suitable
mulch. Anchor by tacicing with asphalt roving, of nasing of by Crisping
with a mulch anclwrlm tool. Adisk whh blades asl nearly straight can be
"ad as a mulch anclmfiag mol.
Malnlenance
Ralenhizatho,ollowmg Apr. with 50 rNecw nitrogen. Repast as growth to -
quires. May be mowed only once a year. Where a neat appaatalwe m
dasked, omil sericea and mow asoll n all needed.
'Refer to Appendix 8,02for butartical names.
Harold 0. Holder
O
t3O� � �
f ®' Q BLDG "Ell
DowNSPOUTS 36 1 I
OomisPadrs
�
�` / A� \ � �• � EceTAnvE � � 3g � � � Soo.
QOaa
ARIVL STEEL POSTS IS' INTO 6RUUND ATTArII HIRE FENCE TO POSTS AND
AND LXLAVATE A G"X 6' IREUCH JPRILI. EXTEND THE BOTTOM or THE FENCE G'
4IONc THE L1NE Or POSTS, Wrnn POSTS INTO THE EXCAVATED TkEltch.
IN DIAMC1Lfl MAY b[ USED.
NOTES:
IPFTWEE°
1. WHERE PERMANENT GROUND COVER CANNOT
"
POSTS
BE ESTABLISHED WITHIN THE MANDATORY 15
0J
DAY PERIOD, MULCHING SHALL BE USED AS
4
TEMPORARY GROUND COVER (SEE MULCHING
d
-5'
STEM 3. 6
s1E
SPECS. ON PLAN).
Topswl Drive
` -
A17ACH 1. FILTER FABRIC TO THE WIPE
FENCE AND EXTEND iNc enTTrkr or THE
rAnnit 5 INTO THE TRENCH.
L THE TENCH ldr0 COMPACT
Tw SOIL FIRMLY TO ANCHOR THE
BATTON OF THE SILT F¢tCE Se 7HAT
RUNOFF tS FDRcrL TO lie INADUGH THE
2 EX S.I I 10ROGRAPHY 3 ESSENTIALLY FLAT
_
o
_
IQ I
FENCE AN1, rANNOT GO UNDER ITS
SEE U-._-SG_!� RIDGE OUADRANGLE1
Shore Drive
.HOLLY
PROPOSED DRAINAGE IS PER PROPOSED
Atlantic ocean
STORMWATER PLAN.
f 11
Vicinity Map 1'
SELTEGs]
.AHT:
P.Ax,
` 57EEk POTS
Rt1E: Eott- or title, Fbbric sus: M
g,acC,h-WenIir,q thr 11ay
rfiTer,act7liltrtq Ni1h soil
Road Cross -Section A - A' with Infiltration
Drainage Features
3,
MIN.
WIRE FENCE trw6 NIflE"
-rI TEfl FABRIC
"ferias and tapping or by plsr,n
shed stone tc n height f 6'
bboua groirne Ieva,.
@ Building "Ell)
,.
BOT7aM DF N,RF FENCE AND
Not to Scale
FILTER FABRIC duRIE❑
STEEL POST DRMN ]g" INTO GROURn
°'- ET F_RLE
SILT FENCE DETAIL
Not to Scale
-Speed Dike Cross -Section -
Not to Scale
I PAVEMENT SURFACE
6"
\ - - TRE7lGLA A /
� TID PGL PIPE
TRENCH PENT LERFOMF'I
WITH B" /
I�
(1' DEEP AND 10' TRENCH / r/
CA I C SECTION SI�PHASE )II I wftNl s Tm
OWNHOM4 F
/ (PRE-�(ISTING}III 1 ` _ CA
o+l� I 64 / 65 ` I l CR(4SSWNDS 70WNH+7MES 1 (1 � �o , T1��.
/ 66 6 SECTIOi, PHAS i �� \
I I 68 (PREN - (STING)
OM / o a ® (D ® I BLDG\ tl( it 1o
If �=°;;� ,[ J�(PE-E)SISTING)/ �r CA
_
6' Gravel �Itiit .. T
filter (ar filler cloth)d=�i y
-RIi =�..:'••. min /
1,5 T
min
.. ' 1511N0 _ i1
=�11� ii ` = IiUI I i ■ PAYE14Etif _1
srldped Rwra-a Cranial / ROSSWN !: 1: 1 111OMES
S-,Qth,y DIV / SECTION It, PHASE I
eoraect x.a pC5 gy tW w,dll y (PRE EXISTIN�) 4
tksn dyn r
ll
D4agn tAdkne$$ i
ONsion thi* tm Subgrade arkcafaiion
i E I FAG, lar4'r. gw-el or tAhrrit
1BLD "Fit\ Do�rNSP°urs / 0
10
\ 6
JN ;< / / BBB�bG IOr 2S Joel Williams
C.A.
� �� \ "�� Ct1LVET1f F\ \ �
T1tQIGH \ oRNN - - - - _ POOL AREA
to,oa.lTm ETATI-
- - c
/ VVENE . PDL PIPE - - CA
FILTER
7n inn
Cross -Section G - G' - Infiltration Drainage Features
@ Building I F"
Not to Scale
TRAFFIC RATED
TRENCH DRAIN
END CAP
SLOPE - - PAVEMENT SURFACE \� - - SLOPE GROUND SURFACE .-" #57 WASH
/ y
1
6" N-12 90• 1 i
(A.D.S. OR EQUAL)
--K 10.
Iss-
-- -- V-- ---_ -- - - -- y-------
FILTER FABRIC -
D.T.W. _ -4.25` b.g.s- 6" N-12 SINGLE -WALL
PERFORATED/CORRUGATED ELFV. _
PLASTIC DRAIN PIPE 2.25' bgs
(A.D.S. OR EQUAL) 2' MIN.
Cross - Section F-F
Infiltratin Basin Detail
Not to Scale
GROUND SURFACE
ELEV. = 7.5' CONCRETE BENCHMARK TO BE GROUND SURFACE
% MARKED EVERY INCH ELEV. = 7.5'
- FOR SEDIMENT ACCUMULATION
1' WIDE BERM READINGS 1' WIDE BERM
i a ELEV. = &0' ELEV. = 8.0' �
STORAGE ELEV. - 7.0'
FI fv = 5 9S'
FLOW 4" SAND LAYER
DISTRIBUTION
MECHANISM
INFILTRATION BASIN DETAIL
Not to Scale
TRAFFIC RATED TRENCH DRAIN
TUF--TITE: H-20 HDPE
ADS CLASS C
(OR APPROVED --SUBSTITUTE
Not to Scale
FEMALE FEMALE SIDE VIEW MALE MALE
END CAP COUPLER BOTTOM COUPLER END CAP
y OF GRATE /
1 /
5.13
h f _35.74"
CORIrATFD CROSS -CUT SECTION
FEE ('
PEE � EI+IQ )NA
-.75"
1.33"
r-5.17" � n-2.81 tr
j -3,32"
Y' 6.72"
-1.08"
MALE MALE
FEMALE FEMALE 7S1E VEEVI! COUPLER END CAP
ENO CAP COUPLER
oot3aaA 0000norsoeoaooQo❑ oDoc,Oo
R 1300C3013000 13130000000 C] 0000000C 0❑a M14 ,1$r,
D 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 C 13 0 0 0 0 0 0 0 0 0 D d d a
0 0 0 o a o Q,o ❑ o 0 0 o Q o o q to p p o❑ oafl ❑ e g o❑
35.62"
PAVEMENT SURFACE
ALL HOCF NAGE
C" hLUUp TH E�9E \
PICKED �u� �� Fist 13 /
T� O
Q \
y
/
.�
NOTE: TI-�E ARE NO WETLANDS ON THE
SUBJECT PROP.ERTY,
BLDG. FLOOR
ELEV. - 7.40'
SLOPE = 0.25" PER 1 FT.
TRAFFIC RATED
TRENCH DRAIN
- PAVEMENT SURFACE
GROUND SURFACE
ELEV. = 7.15'
- SLOPE = 0.25" PER 1 FT.
�
y
i-ASPHALT1 OR _2
#57 WASH
/
1
GRAVEL -
_
l 1'
EI,-EV- END CAP
1101 A
A13CBBASE 2.25' bgs
6" N-12 TEE
2' MIN. (A.D�&. OR EQUf}L)
END CAP
FILTER FABRIC
- - - - - - - - -
D.T.W. _ -4.25' b.g.s.
6" N-12 SINGLE -WALL
PERFORATED/CORRUGATED
PLASTIC DRAIN PIPE
(A.D.S. OR EQUAL)
Road Cross -Section B - B' with Infiltration Drainage Features
@ Building I'D"
Not to Scale
TRAFFIC RATED
BLDG. FLOOR
TRENCH DRAIN
GROUND SURFACE
ELEV. = 7.70'
ELEV. = 7.45'
SLOPE = 0.25" PER 1 FT. -
PAVEMENT SURFACE
SLOPE = 0.25" PER 1 Fr. /
57 WASH
1 1 OR 1T2
N
/ GRAVEL
,
_
IC
1 1
8"
ELEV, = / END CAP -�
1
10' >~ A
ABC BASE 2.25' bgs 2' MIN.
6' N-12 TEE
END CAP
`. (A D.SUAL) _OR EQ
FILTER FABRIC
- - -
-_ - y
A
- - -
- - -
- - - - - - - - - - - - - - - - -
D.T.W. _ -4.25' b.g.s.
6" N--12 SINGLE --WALL
PERFORATED CORRUGATED
PLASTIC DRAIN PIPE
(A.D.S. OR EQUAL)
6" ADS N-12 Single -Wall -Perforated/Corrugated
Plastic Drain PiDe Detail
Not to Scale
HOLES PROVIDED WRAP END CAP AROUND PIPE ENDS.
GR SLmS FOR PLASTIC INSTALL TWO PLASM LOCKING CABLES
(LENGTH 0.875" kfA)C.) LOCKING CABLE TES PART 1J0. 12130-IJC OR UAL)
ROUGH HOLES PROMIDED IN ENED D CAP
` 0-fi0 ' 1 AND TIGHTEN SECURELY AROUND PIPE.
C-120' .y jib hI7IjI,h�I 6.92" - (0.57T) O.D. 6" - (01,5.) D. II
fL AM N .12 DRAIbl =0
BL BDg N�1? ME welif znz anE1� i �[
PERFORATION CONFIGLJRATION
ACED. SLOTS - P ILC PIPE .E" ADS N-12 END CAE
(3" THRU 12" = SLOTS)
EXTRUSION WELD O.D.
HOPE SMOOTH
WALL CYLINDER --
fill c0� EC aPLASTIC � ADS N--12 PU�UQ TFF Ei ADS N--12 P_t�IIlC F(L
APPROVED
Lazy Day Drive Cross -Section C - C'
with Infiltration Drainage Features
Not to Scale
- 266' -
BLDG. FLOOR ELEV.0 BLDG. FLOOR ELEVA
BLDG. 'E' = 7.40' BLDG. `E' = 7.70'
1
2% SLOPE
PAVEMENT SURFACE
2% SLOPE
r
\ s � A
ABC BASE 1.Srt END CAP
FILTER FABRIC #57 WASH � 2' MIiV. l-1 OR E-2 �
TEND CAP GRAVEL 6" N-12 SINGLE -WALL ASPHALT
- 4 - - - - PERFORATEDZCORRUGATE_ D _ _ - - - -
- - - - - PLASTIC DRAIN PIPE -� d
(A.D.S_ OR EQUAL)
ELEV. = D.T.W. _ �-4.25' b.g.s. ELEV. =
2.25' bgs
2.25' bgs
NORTH CAROLINA ENVIROW. ENTAL
MANAGEVE1NT COMMISSION
p A!L i _ DIVISION CF c,ATERr 0 LLIIT_Y 1
1Q L� �✓ T `hJ
p C 6:' V
�'Date
��t �5a�'ea sass+af q'•._y �s (((� j� 2
's4ki O 0 Q 1
ttor11'1Wat91 Formal N0.
IMPORTANT- MANDATORY STANDS FOR
LAND-D/ T/�/G ACT/i//TY
113A-57(2): THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE
COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 15
WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING, WHICHEVER PERIOD IS SHORTER, BE PLANTED OR
OTHERWISE PROVIDED WITH GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
15A NCAC 04B .0107:
(a) NO LAND -DISTURBING ACTIVITY SUBJECT TO THESE RULES SHALL
BE UNDERTAKEN EXCEPT IN ACCORDANCE WITH THE G.S. 113A-57.
(b) PURSUANT TO G.S. 1 13A-57(3), PROVISIONS FOR GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER,
EXCEPT AS PROVIDED IN 15A NCAC 48 .0124(e).
(c) PURSUANT TO G.S. 113A-57(4) AND 113A-54(d)(4), AN EROSION
AND SEDIMENTATION CONTROL PLAN MUST BE BOTH FILED AND
APPROVED BY THE AGENCY HAVING JURISDICTION.

HEARING
DtRTAW
T�
1 53 9"E
T2 S32'31'09"E
14.44'
T3 N49.00'00"W
14.00
T6 S38. 11'43"E
13'w
T7 N34'0U•00"W
6.98•
T8 N10.3VW'E
17.3T
T9 540.00'00"E
14.00'
T10 N51.46'17"E
5.82'
TI1 S69.544OB"E
4.54'
T12 S79.30'OD"E
8.50'
T,3 540.OQ'OQ"E
2.91:
T14 S60.30'00"E
2.00
T16 N29.304)0'E
9.12:
T17 520.05'S4"W
9..
T18 N89.54'06"W
16.00'
T19 520.05'54"W
16.00'
T20 N57.23-51"E
7.W
210 /
/ cC
BLDG
63
T
�` I I � LOG "F' i �, QQE" 89,
DRA KA I 2, s
it �' �3p'oo'•w' 1
/
N0_
BEARING
CHARD
DELTA
RADIUS
LENGTH
TAN
C1
N52.13'54"E
6.00
74'52'12"
5.00
8.53
3.83
C2
N50.15'00'W
20.10
20.30'00"
56.74
20.34
10.28
C3
54.
N30'00'W
3.42
29.00w:
6.63
3.48
1.77
C5
525.43'31"E
11.93
22.56.24"
30.00
12.01
6.09
C6
S54.02'S4"E
16:24
31.42'23"
29.73
18.45
8:44
C7
N38'02'5T'E
4.76
144.05'S4"
2.50
528
7.72
CS
N33.15.00"E
14.78
45.30'00"
19.00
15.15
B.00
C9
554.30'M'E
15.94
29.0D'00"
31 M
18.11
8.23
L10
S50.15'00"E
11.30
20.30WO
31.74
17.36
5.74
C11
N66.29'25"E
13.71
62.01%"
13.31
14.41
8.09
C,2
S45'01.05"E
5.57
10'Q2'43"
31.63
5.58
2.80
C13
N41.14'S3"W
9.11
17.27'2T'
3000
9.14
4.61
C14
N53.24.15"E
1.73
05.12'08•'
10:08.
1.73
0.87
D RA/I NA
DRAINAGE AREA 2
Harold D. Holder/
a
126' \
I I n
I I I I Ill l l 4 1 l I
alra
$17' 04' 54'
0 50' 100,
APPROVE®
NO DTI{ CAROLINA ENVIRONMENTAL
I9;',NAGL-:.:�NT CMI-MISSION
C::'1c:0:1 CrWATER QUALITY
03 V S
DRAINAGE AREA 1
0