HomeMy WebLinkAboutSW7061128_APPROVED PLANS_20070316STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW%(Z(G
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7Q;jl�o
YYYYMMDD
ei
t
PERMANENT GROUND COVER
,zs• FROM APRIL UNTIL AUGUST, \
10 LBSIACRE HULLED COMMON BERMUDA +� s Lz5 g
+ -_ RISER
LE
50 LBS/ACRE PENSACOLA BAHIA GRASS +' TREATMENT POOL. 6 a9 Nt� usE 1.0_ cycHIDIAMETER_ 12s� EXTEND PE TO
500 LBS/ACRE 10-10-10 FERTILIZER I _ a/ SLOPE TO I
�- 10 DIG BRIG 104- NT -- OT2TFICE zo x 1 'T 9.5 ELEVATION
2 TONS/ACRE LIME ° GED FABRIC --- - -- — - - PPE _
FROM SEPTEMBER THRU MAY, 6L+ '' es
1` . 10' WIDE 12' RIP RAP 8.5'— lam -EXCAVATE 2'
G ON GED FABRIC PERw°NENT -� BELOW ORIFICE 10' X 20' VELOCITY
NOTE, CLEAN PDN➢ DEFORE
60 LBS/ACRE KY 31 FESCUE �� fg SSO POOL VUSING FOR TREATMENT. 5' EACH SIDE DISSIPATOR
t FORE BAY NOTE, PUMP REQUIRED TO OF PIPE USE 12 INCH STONE
10 LBS/ACRE UNHULLED C❑MMON BERMUDA �,� �pG �`v� I -,
PS" 5 DRAIN POND. ON GEp FABRIC
2 TONS/ACRE LIME h' �o� 05� 5 a 5,
500 LBS/ACRE 10-10-10 FERTILIZER o / 0 60' 6/1 WETLAND IF USED FOR SEDIMENT CONTROL, THE
0.
STRAW MULCH, 2 TONS/ACRE SHELF BE CLEANED
WATER TREATMENT POND IS TO
/ 35-� is z4--33'12 e' BE CLEANED BEFORE BEING PLACED r
INTO SERVICE.
50'
T EQUIVAL
ENT AC , T R EQ � B B USE AS � PHAL O
/7 i �• \ \ ° A A SEEDING VEGETATIVE SHELF' FROMSLUCAL MAN MADE PONDS CROSS SECTION
PLANT WITHIN 21 CALENDAR DAYS OF f
COMPLETION OF ANY PHASE OF GRADING \ TRINITY CONSTRUC77ONENTRANCE CR❑SS SECTI❑N SET [IN 12 INCH SPACING A
' " {- ' METHODIST 1 NOT TO SCALE MIXTURE 7F THE FOLLOWING NOT TO SCALE
AND A PERMANENT GROUND COVER WITI4IN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICH i ° ' / i CHURCH I B�"`O�
EVER IS SHORTER) FOLLOWING COMPLETION +ROSjO s E �- Ar ow arum (Peltardra Vv pica)
OF CONSTRUCTION ❑R DEVELOPMENT. / P LI N s. Arr)whead (Sa(LA*aia ca
-/ , "`\ 'S- .� �'p. - FaII t rwWe (Roehmeria cylliindrica))
"7 m
-? \ N N z I .
' -FOP 18 1'A \ Jr, n. 1X ti(1' X O.S�VlASF[E17 1 t { C',ra� icm (Rcaychium spP.)
-- ---- _ �j f. , ; _ SEE DETAIL - -__ --- ._.---__-__- -.-_._---- - -- --_. __. ---- -
PPick weed (P«tdtedena ordau) THIS STUB UP
y 's i - -. -- - - - - -- I { Race mn b1w flag
brw�s n gm�) BEORTION BR❑UGHTCAN
-- _. etas
--_ --- --_. _ —\ FIRST STREET t11�
GrasussedteaR(ushes a UP EVEN WITH
SOUTH WHARTOf� r TRASH RACK
Commas nan (Juncos effuses)
' +1 0.25 ACRE I��_FROSIONp 70' PRIVATE RIGHT OF WAY r I Riverutgnlws (AtsW(iffw lhuimlides) AND ATTACHED
STATION ROAD \� pRl1IjT FOR STABILITY
NF River oats ((]�smanthium la[ifdium) IF NECESSARY,
-�-' - LIT I,I Sma•tweed (Pnlygonum Spp.)
UNDEVELOPED tG.
$Ofi ,kni IYUTN611 (.�It)1116 Va[IdU&)
wir. Rrassl Snstda strata E- TRASH RACK
1 A',., QJaS.i nrlpts cypetT us) i ------
0,
� CI)w Id N.� lutea)
--- - - ---- - - - - t- . °I TBM� 16 0µ4terl11y Num scdcata)4' SCREW OUT PLU
GI �iLO- - - - - - -
V1M� Wau r lotw NelumM lima)
4.3' �0 7.?,' N 3T00'00"E� �S 3T00'Oo-N
EROSION PERMIT I -14 ,' m 20 '0 N 3Too'00'E
LIMIT LINE 14 2 t 23 50' 20.00
L ou'
-- --- + O S 37*00 00'W { f
L 2' 4
I
f, tS.S 3T00'00"E 14 r {.
20.00' i \ - „
-ROSIOA pF' it a rn w
z LIMIT LINEMIT \ / ti o o i
0
m SS��`' 6 t12rq
HOLLY MASON
D.B. 1012, P. 125 '\ {_ v 4� A �11p9
R
-
zUl
if
14�
i? C = - Ll W' 7 - 'F.c 1'
o ! I5^ CULVERT \\ ). t� EROSION PERMIT
{- •9. � � y f LIMIT LINE
1 7.2' cJ - '� 'P,Y -T i F
7 �F.
5PI t n
III 17 5 FROSIrNP
v%1` o y �\
s_9 LtERM `� `\ �� to
+ 17' ' �, ? vv g o t13)
17-9'
- -f !s0'- II , I4--{.-0' 2<�P7��° sA 1i �\T \ \ \4v .♦txF.Y{>
�O. ,, yvv vvi \ v �G_ • \
vA o
6.00• N 3T00 -
T00��S 3V QtocAL
FLOW m 25' ,V ly... \\ \\ v \ \\ oo
m y'� EMERGENCY �� s ihi wv yv TI
�. � 3• 3.21 ACRES � � \, �, �
5. , QT I SYSTEM OVERFLOW '' O,p, \ •. \, i%t\ \ (7 m
f , a 4' I I Q" TO STORM WATER '� /
18.6 _� O �O 1 I SEPTIC DRAIN o SPRINKLED - POND vv �� vv vv - ---O7
O FIELD AREA ml, �, 9 �\ \<' \ a 7' O
7_a' C9 o �s GIGGLE PUMP I li °P �z. v v A D
Q �� H sv TO PROCESS t vv vv� IJ
Q N NOTE CEMENT TANK AND SAND
Q �O� z o FLY ASH TANK VENTED TO STONE > a t VERF7OW �Vv v vvv i� ' oV-� co OO
a DUST COLLECTER, NEGATIVE -
41 � o IOI PRESSURE J oP � : p !S INVERT 13.5 S Q�CQ f �� vv v �, �k�� /% U
Q o IOI { 16l It p f CURB [ ---� \ \ i r- ^t y CD
Z o I �� q��FO t O� ,� t `.9 -� 31' ► I I jI I 0 '� �� o N
STACKER HOPPER yy INVERT I i I . t a' / y 00 0
QI v t7 13.0j r �0 " �P G 1
FLY ASH !\ O t14�
II 5.3' STORAGE 6'8. ,�-�V��� ,se,• ) 12' SLOPE t3l1, • t A� �" \, .;,�L�'�fp�.�i �'�'
8' WIDE STONE 24'
v PICKUP r 7 SPRINKLED RIP RAP ON ro S 9r 11
�t 5 8' I AREA GFA FABRIC ° m �� $1_ ALL SURFACI.
DUST----, ! �? w a \ r Fa
[n ! WATFRS EXIT
I to 6 O p %, O THROUGH THIS
COLLECTOR o BUILDING p Q $
z MIXING DRUM f F<t PIPE
gg,AlypO y l p_ WASH WATER - >6°e� 12 F�°
NEO / N GRAVEL ABSORPTION POND
tA I5. iY1LL LF L
ouST COLitcrOR 24 Z % 9 F 9 F
t �ROAO cOn lol PICKUPPOnzr O - !6 WATER SUPPLY -� 12' i j �� �' �r�� o� �OQi fir.
�I b WEIGHT HOPPER STORAGE BIN 'G' ( , J? y sT�_
0 0
0 o CEMENT MIXING TRUCKS LOADING AT WELL SLOPE 3A 10' a �rp�T �PiO!
I I Ir" ' ` '" WEIGHT HOPPERIj
�--
FG w
z' I ` ax' o )
r 16i 1 �S" ` �— O
1 77s'I 15 1 riI --t- - - - 6' WIDE BERM
_ a
FLOW ---�• II
65.00' - 227.500"E - SWALE 143.50' _ N 344.00'
S 3T00'00'W S 3T00'00"W ? 44.00'
140 ' N 327. O' ` / I
t16�
I
t201 0 9) MAN Da �'4��IG00 FR t�Inti r i YMIT
110 42, P. 696 D, et al
NI00
0.43 ACRE
L_
TBM: NAIL IN 26 INCH PINE TREE 2.1 FEET ABOVE GROUND.
TREE IS 8 FEET WEST OF FENCE AND 90 FEET EAST OF CHURCH.
ELEVATION 17.23 FEET.
1929 DATUM FROM
CRATCH'S STORE, CONCRETE FLOOR
EROSION
PERMIT
LIMIT LINF,
- - - - - VARIES - -
VMINIhAU
M/ 3 1
3 OR FLATTER
TYPICAL SWALE
NOT TO SCALE
13.0' -
4' STUB UPS-
' OVERFLOW 12
VERTICAL
STAND PIPE
4' PVC TEE
TRASH
18'
24"
4'
STUB DOWN
-
PERMINENT POOL
RACK
___--_- _
REQUIRED
- -- � - - --
tos•
4' GLUED CAP
WITH 1
3/8' HOLE
4' STUB OUT
DRILLED
ABOUT
16' BELOW
PERMINENT
POOL
ELEVATION
'
- -es
ALL JOINTS
GLUED EXCEPT SCREWOUT PLUG
ORIFICE P' P'JN�
ISOLID STORM WATE
ORIFICE DETAIL
OVERFLEW
NOT TO SCALE
CROSS SECTIEN
NOT rU sca. r
I
IMPROVED
SURFACE
i
�
I
SLOPE -► ;<. a'. ..<..-_ a .
h a•__. _.
_.. _4•-.
SLC
1 _ _
4 4 �" 4
Y I
4'
4
o �
<t \
PROPOSED GRASS LINED PROPOSED PRIVATE DRIVE
SPROPOSED GRASS LINED
WALE ALONG ROADWAY
SWALE ALONG ROADWAY
CROSS SECTION ROADWAY SWALES LEGEND:
TYPICAL o NEW IRON PIPE, CONTROL
NOT TO SCALE • FOUND IRON PIPE, CONTROI
(D POWER POLE
POST -- - SWALE
oa WATER METER
W WATER VALVE
I f 0 POP OFF VALVE
-L-D FIRE HYDRANT
7 - FENCE
SILT FENCE
FINISHED GRADE
DUST CONTROL FAUCET
DIRECTION OF SURFACE
SURFACE WATER FLOW
COMPACTED FILL ORIGINAL CONTOUR
ASPHALT
EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH.
FILTER FABRIC----,•-:j Y CONCRETE
])
\ 1 Y ARE NO 404 OR,
CAMAMA WETI ANUS _
It ON THIS SITE ON ULTD2d ]aleA+uuolS
�� r ---- GRAVEL
W IRf OZ a1e0
AllIVnO U31VM 30 NOISIAIO
POOL, ?51N�YIPIE`�.�I�'�:�� vNdw
�
2 03AONddV
1
�� '• Nb •�' WASTE WATER - STORM WATER
e
fiRPSs
�PI� w
I u• f l , q
`'•° �<<,:���' �r��04�tti���•
PERMITS PAGE OF 2
�—
''
8
APPROVED �� •
REVISED
REVISED
3/I5/07 - LETTER MARCH 12, 2007
3/5/07 - LETTER FEB. 23, 2007
NOF.THCAROLINAENVIRONMENTAL
REVISED
REVISED
2/5/07 - LETTER FEB. 1, 2007
12/27/06 - PERMITS
---GED FABRIC
MANAGEMENT COMMISSION
REVISED
12127106 - PERMANENT GROUND COVER NOTE
12' RIP RAP—-
SILT f E'+CE
TO DIVISION OF WA R QUALI I YAREA
1
MAP
20 7
PROPERTY OF:
(NOT TO SCALE)
Date. ` �'i`
°
ABHW CONCRETE
Stomtwafel,P k No. 507061(Z$ _�_
SITE
WASHINGTON
TOWNSHIP BEAUFORT COUNTY
LATHAM '"
INLET INT❑ POND
NOT TO SCALE
2" NORTH CAROLINA
30 0 30 60 90 _ 'IF I44: SCALE: 1" = 30' SURVEY DATE: DECEMBER 7, 1998
___.._.. WHARTON
SURVEYFD 8+ HOOD RICHARDSON, P.A,
,��,�, FNGINEERS-CEOLOG,STS-PLANNERS
GRAPHIC SCALE - FEET 'RAN. 110 WEST 2ND STREET
A',F qS `++Fte t E�El11i�D WASHING TON. N.C. 4
PHONE: '251) 975-3473472
GAM 06-01-262
MAR 16 ZU07
DWQ-WARO
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