SW8970834_Approved Plans_19980126

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W-4 WA Fes W-i Fi Fes;
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STRUCTURE
NUMBER
TYPE
-TOP *
INVERT
1
New cB
55.8
--
_
35.2
_33.27
33.15
3
NEW DI
35.1
32 %
_
4
NEW 'D1
�34.q
31.91
5__._
_
OW
-
_
NEW GB
35.3
32.68i
a
M G$4.8
31.78
8
NEW GB
35.8
34.04 „
-- 9 -
N DI
35.9 _
33.44
- 10 _
NEW IN
335.q
33.36
--_IOA_-
�_ -
3G.0
33.30
11
NEW DI
3540
0`" -
12
NEW GB
3s:8
_33,0
32.G9
13
EW GB
35.8 _
32.
14
NEW FEE
-
31.67 _
15
OB
35.3
33.50__
16�
NEW GB_
35.7
33.23 _
_
17
NEW C8
35.4
T 33.13
18
NitEW GB
35.2
32.SG
19
NEW CB
35.9 T
33.43
20
W O8
3G,3
33.31
�� 21
NEW tB
36.5 -
33.141
22�
NEW, CB
_ 35.2T -
--
33.42
23
NEN CB
35,4_
33.69��
,
24
NEW DI
-'35.3
33.59--
25� ,NEW
ir5
T- -
�-
32.20
24
NE ES
32.00
_-
27
NEW Ie5
-
33_32.
28 -
NEW RISER
�- _.-
_
_
-
_
_ 9
N
-
30.00
N/r
ELTON L. HART AND WM''E.
ADOLMI E MART
D6 405. PG 64
ZONhGNNC+ N/AA
USE, RE5IDENT{AL
STORMWATER NOTES
1. All slopes above permanent pool are 311. ('�
Slopes below permanent pool are 211, r `jI V INI7
2. Vegetative shelf is G" wide • G=1 slope. NOT TIC
Upper Elev, = 29.0 Lower Elev. = 25.0.
3. stormwater Retention Level = 31,75'. REFERENCES
4. AN Roof Drains must be directed into Paved DB 1388. PG 49
Areas.
DB 11G8. PG 403
`n MB 27, PG 203. SLIDE
DB 1007, PG 44118 CEAS
N/r ON5LOW COUNTY RECJE
PEAR501,116 W.
DIS 12:5Z PG 752
ZONING• 0-1 ENGINEERING
USEe VACANT
WATER DISTRIBUTION SY
SANITAY SEWER SYSTI
STORM RWATER DRANNAGI
\ INV -
DE 51GNED BY JOHN P. f
_ LICENSE NO. 5G31
EX YARD INLET OWNEj�
7 GRATE=31.81 OWNE
1'rali�
GL INV -2911
PIRATE5 COVE U.O
GOi PEL.LETIER LOOP Ri
SWAN5BORO. NC 285E
11
Ex SPLLwaY t
RETENTION POND WATER LEVEL=30.05
t
.-._fit---•--�_y"�J Ex YARD tr+LE*
GRATE=32.37
/- M W=29.51 (18'RGP)
v\ /' INV IN=20?5 (12-PLA5TFO)
V INV OUT=29.31
1
r-
I
a
1 �
E XI STING
1,t10PPNG CENTER
TEWMANY
SMM M /OM?]t POLC 1J 1181
eLeV - 33.32'
i
w
20•+6UFreR STRIP
_ N/r
Dry 101G�33
ZONINGO 5-1
z w USE, SHOPPING CENTER
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
INV-
_ +----*-_ 21`G2 tXt5PNG �`'
INV 1 i Dde��'JAN iaci$ \
RETENTION POND
------.. / / I ,29.66 WATER LEVEL=9 77- ,� 1
32- - - e+v=� ,\ 1 ;� Stormwater Permit No.Sil�
wv
rn r 124 .
N/F--
IEREDIiti S. DIJMART N/r
Db 574, PG &W TKOMAS P. MINE AND WEE + 1=29.99
USE624
NGSOC/ OCISRA S.PBY
ZONING# N/A
USES MVENTIAL u
STORMWATEt,
N
D /
E C E I V E0
D
NOV 2 51997
- _ INV / 1 1 �IJIJIJ ®E M
34- PROJIt-. 1
- _ 29 71 ---
---------.-__---______--__-_ - -- _ QUEENS CREEK Rpm ri
N.C.S. n�MXV34 POLc ((oQ R/w) R•250a�
1
1 GO 0 GO 120 180
Scale 1" _ GCS'
a
fi a.
5� ^S
�i:

)10
M/I'
/�'
EL10N L. HART A ND INFE.
Q
SITE
G.F. MEADOWS AND WIFE.
HAZEL MEADOWS
�/� ADOMART
35". PG 422
DO 4050D. PG 64
ZONING- WTI
/
USCG AGRIDULTtaeA1
r.I USES RE5�Et4TWL
S
t%Y�1ii:•B-r�C_._ ��:.)�.r,� t i.. �l.Yi'�Si!'�1l•SrLlF1F � '1'�E../4�L ."
NEW -
OF �. rrrr� ►l�Jr rrrr�r �•'. '.-•�,.,`n
�. i
h� �d t-4 h� t-1 h� Pail
All slopes above permanent pool are 311. VICINITY MAP
21 20 19 1d IG 15 Slopes below permanent pool are 211.
NOT TO SCALE
Bar AA 2 Vegetative shelf is 6" wide • 6�1 slope.
RE
WA LEVEL-30.: B Upper Elev. = 2q.0 Lower Elev. = 28.0.
13 --- - 4 DOT ELEV-25.0 3. Stormwater Retention Level = 31.75'. REFERENCES
�----/ 1 7 I I I I I� 3'J c \�\
20' UTIUT r 35 LF \\ \\
i(ASETiU T 4. All Roof Drains must be directed into Paved
Areas. DB 1388. PG 4q
3t N MB 27, OB PG 203, SLIDE F-71
ES COVE DRIVE \
I C��, DB 1007. PG 498 Cf GSEMENT AGGREEMENT)
G I ` ONSLOW G�XJTY REC�STRY
N/r
u `'p"'°� M \ Q PEARSON'S NG.
DO ONh e 752 ENGINEERING
N� / RETENTION FOND USE- VACANT
ERNE9T PM N/r AND WRC. is `TEMI�°ORARY WATER LEVEL-30.0 4 j WATER DISTRIBUrR TION SYSTEM.
RY $EWE
MILDRED �g stocljPpE ottoM ELEv-24_ STORSANITM WATER DRANAGEM5Y5AND
TEM
DID
N/A
u9E� AGRIc4xruRu^^^ q DESIGNED BY JOHN P. MGLEAN. P.E.
1 -` - . ` INV- LICENSE NO, 5631
INcREss r EGRE5� ,. I �' G �\ _ _ -- _ _
\\� , EASEMENT ! ^ „- - - _ _--
2 L 24' 2 26 LF \\y�`-�1 _� _G� �p
B G _ _ .J- - _ _ a. 'IL _ �...�. `, ..l r.a .l. _ L rr• 24'GPP •0.57. \ \�` - - -33_ - - _ --- - -_ - - 2__ ._- - --� - .sA•c. _ _ ---- GR YARD
1,8 ET OWNER
NER
O 114 LF 4'GPP•0.2 1 183 F 24'GPP60.2% i - ,_��� _ w---* _.-__. \*_-_ -- - l�
44 --- - ----
- - 1�LF 18'GPPK3.27. --�'- - J.� 33 -- ( NV=29?_,
�. - �I` I PIRATES COVE LLG
CONSTRUCTION L:�1T5_-
�' �� 9 G �C►r•____ 1
6 Jesse J. Ftm EY AND Wrr_
\ C.LARA R. FNDLEY
` \ DE 42L PG 502 IKI,
\\ ZONINGo WA -
601 PELLETIER LOOP ROAD
2G LFIII SWANSBORO. NC 28584
EXISTING EX SPILL-WAY
RE TENTION POND fff!
�I TOP-32 75
3q\ `-.-..34 �,1 {' � WATER LEVEL=30.05 II � . '� �, �` INV-29.75
USE, AGRICULTURAL II 72 \ ' /
e " i J+�
STORM DRAINAGE
4.58' 20.17" 20.17' 20.17' 201 SCHEDULE �I O - -
* EX YARD INLET
; _ _- T ...- 37
J
12-5'
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STRUCTURE
NUMBER
TYPE
*
TOP )
CENTERLINE
INVERT
1
NEW
35.8
y 33.27 _
i2 -
_05
NEW DI
-_ 35.22
_33.15
3
NEW DI
_ 35.1
32.5G
_ 31.g1 _
_
4
NEW DI
34.9
5
OMIT--
G
_
NEW GB
35.3
32-G8
_
7
NEW GB
_ _
34.8
31.78
8
NEW
35.8
_ 34.09_
q J
_GB
NEW DI
35.q
33.94
10 -
NEW DI
35.9
33.3G
IOA
_
NEW JB
36.0
33.30_
-
11
NEW DI
35.6
33 OG _
12
_
NEW GB
35.8 _
32.G9
is-
-NEW GB
35.8
32.5G _
-_
14
NEW FES
15
NEW GB
35.3
33.50
16
NEW GB
_
35.�7
33.23
17
_
NEW GB
_ __
35.4
33.13
35.2
32.5G
lq
NEW G
35.q
33.43
- _220
NEW Ca
36.3 T
33.31
.--
21
22
-
NEW GB
NEW GB
3G.5
-_35.2�-
33.1q
-_ 33.42 _
23
NEW GB
35.4
33.Gq
24 __
NEW DI
35.3
33.5q
25
NEW FE5
-
32.20
NEW FES
-
32.00---
27
_
NEW ES
_
-
33.32 . _
-_
_28
NEW RISER
_
-
-
__--
29
NEW FES
II
O I G
74
35 % 34
INV INa29.51 CIB'RGP?
\4 INV !N-29.45 CIZ'PLASTiG)
(I
-A CRUSH COURT
� �'l
�
iNV OI1T=29.31
~ � � "`
II
�
J I (50, mimic R/W)
----'-- -
il
W4
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--
B
_J I AI I
C
-
78 I I 79 eo 81 82 e3
Q 0 0
f
II
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�
---- .
I I
EASEMENT 36
G
�j+!
202 LF 151G .27.
,
sill
N
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�T
�1
�"- EXISTING
sHOP�NG cEN7ER
I i
n �
�- - -
°1 SPIN 14 POW" POLE *1J651
J _ - ELEV - 33.32'
(D
CB - TOP OF CURB O_----
- CENTURY COURT
III) C50' mom R/W) (D - �.:� ' __
EROSION CONTRQL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL
STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL. MEA5URE5 I j, _ J I I - 2O' bUFrtR STRIP
BOTH ON AND OFF SITE. I I I I I N/F
lii Q Q r PEARSON'9ING-`J�
2. THE CONTRACTOR SMALL BE RESPONSIBLE FOR MAINTENANCE OF ALL ! i ,_ I I N DO 1010. PG 313
I 1 u a ++ ZONING• 5-1 1
EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR A5 `!i _ _ _ _ 3c -I I f,,,� O e USES SMOPF'NG CENTER
DIRECTED BY LOCAL AUTHORITIES OR THE ENGINEER. I1I
3_ CONTRACTOR SMALL BE FNANCIALLY RESPONSIBLE FOR D15PO5AL OF �r
ALL WASTE MATERIALS OFF SITE. THIS Rf 5PON5ITY SHALL INCLUDE (I GONSTRL#CTfON LIMITSa3-
ALL REQURED APPROVALS AND CONDITIONS DICTATED BY LOCAL OR g _
STATE EROSION CONTROL AUTHORITIES.77
4. ALL OPEN STORM DRAINAGE PIPES SHALL BE PROTECTED WITH STONE __ _r
FILTER PROTECTION AFTER 5TOPPAGE OF WORK EACH DAY. 29 62 _ = 1 L.ASj E RETENTION
� �� RETENTION POND
�8 34
+raw....• o`..+.r.... ��� �/ 29.66 WATER LLV€L�V77- - �\
/ 1
5. TOT& DISTURBED AREA - 10.5 ACRES'�`��----
6. SEE DETAIL SHEET FOR SEEDING SCHEDULE AND 5PEGIFICATIONS. - ' ( i * -_- - -� = i~ �'
I I �\ INV
_ 1
Roam FRESTON MORTON MOWARD LEE BRANSCOM to e to
AND 11095E EUMADETM MORTON AND WEE. I \� v �r Alp
y \ C Gg
DB 7!!O. PG G47 ELAlIE OIDLCY DRANSGOM I T I -� p'� � ti `, 24 - -
U ZONNGs M/AiAI DB "3. PG 564 ! I \ " s29 >
E W1 ALT USRr5V14TL s
Z 1MERED" { 0 T
USE- VACANT DB PG8TMOMAS P. BYRNE AND WIFE.
I ,\,
V-29.98
ZONING-
DEBRA 4_ BYRNE
\\I USE# RESDENTIAL o2�fi' GA I ! ( Qn
c�5 d 1 USE- REsoo4Tfu
Sol t-i hM t-4 hm h�
a
0..
�.
r r
-
77
- - -----_ ------ _ GONST NV
60 LF 18'GPP RUCTION LIMITS
." r=may---= •0.37. ' I , L __T4 � �_.
- --
,----_ QUEENS CREEK ROAD (N.C.S.R. 1
wF 509)
JOF MNY MOORE WE IN POWER POLE C �00 " R / W )
DO 578. PG 422 ELEV - 34.77
DO 5%G PG 341
ZONNCr N/A �-_ExfST?N{, 25' EASEME:k1 --' __ ��t{r1N1tog
�
NOTES KEYED TO PLAN USE- RE50ENTiAL - - _
AO TEMPORARY GRAVEL CONSTRUCTION ENTRANCE .����0� • 9
BO TEMPORARY 5LT FENCE J
OG TEMPORARY BLOCK GRAVEL INLET PROTECTION ( GO O 60 120 180 $ 31
DU TEMPORARY STONE FILTER INLET PROTECTION i s, CAN ,%
® TEMPORARY SCWrNT BASH _ I,•���i SIP MC ,�P�,��
RETENTION POND TO PROVIDE FOR TEMPORARY I .J G al P,� 1 G O q�gptt A"1
SEDIMENT STORAGE. 'f
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. 2X4 BRACE
DROP INLET WITH GRATE DEWATERINGCONGRETE BLOCK
8` MAX.
STEEL POST OF GRAVEL FILTER
4' DIA. WOOD PD5T
WIRE FENCE ATTACHED TO P05TS
C14 GAUGE MIN. W MAX MESH SPACINGS �
FILTER FABRIC \ \ \
EXISTING PAVEMENT G' MIN. THICKNE55
50` MIN. 2-. WASHED STONEJAJA/J\JJJVA/�\�/�\/
Gj
WIRE 5GREEN
CONCRETE BLOCK
DEWATERING
50' MIN. TEMPORARY SEDIMENT POOL
POST GRAVEL FILTER
WIRE FENCE X 2
Q x � 1F
O 12' MIN. OR FULL FILTER FABRIC I
°L I WIDTH OF PROPOSED N SEDIMENT 1
�? VEHICULAR ENTRANCE. GOMPAGTED FILL —
WHICHEVER IS GREATER FAO
DROP HET WITH GRATE
/V\VA \A \ V d
J�\J\\f\\ ��\�/�\/
' EXTEND WIRE FENCE
AND FILTER FABRIC-\AAA/V J\A/ �J/\A�VV�<Al�!\Aj��Aj\jAA a
INTO EXCAVATED TRENCHJ/�J% %
%\ \j\\\
\j/\\ \�jf\ \\ \` \\\' PLACE CONCRETE BLOCKS AROUND PERIMETER PLACE HARDWARE CLOTH OR WIRE MESH WITH
OF INLET. RECESS FIRST COURSE OF BLOCKS 1/2 INCH OPENINGS OVER ALL BLOCK OPENINGS
\��\r�r/J\/'\ 2 INCHES BELOW TOP OF INLET FOR LATERAL TO HOLD GRAVEL IN PLACE.
SUPPORT, LAY ONE BLOCK ON EACH SIDE OF
STRUCTURE ON ITS SIDE IN THE BOTTOM COURSE PILE #57 WASHED STONE AGAINST WIRE MESH
TO ALLOW POOL DRAINAGE. AT A 24 SLOPE TO WITHIN 2 INCHES OF TOP
PLACE 2x4 WOOD STUD THROUGH BLOGK OPENINGS OF BLOCKS,
IF NEEDED FOR ADDITIONAL LATERAL SUPPORT.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE PROTECTION
N.T.5. N.T.S. -,,.
�. N.T.S.
4
F M
LL1
co
A/p O
C(::If7.ls� v
[-.J�
C VVV
Field fit and fabricate #4 Rebar
Removable Trash Pack for 3G— Pipe.
e ar
3/4' Anchor
@W
co
�
#4 Alurnirim Rebar-5
ELEV=31.75' OVERFLOW LEVELAl
3/4' Pebar resting against Race Plate 3G" C MP Section A -A
Trash Rack will rest of End Plate
NOTES;1. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED AFTER STOPPAGE OF WORK EACH DAY AS ILLUSTRATED
2. ACCUMULATED SEDIMENT SHALL BE REMOVED AND PROPERLY DISPOSED OF AND THE TRENCH BOTTOM REGRADED
AND COMPACTED IN ACCORDANCE w/ SPECIFICATIONS PRIOR TO CONTINUANCE OF LAYING PIPE. �+ �`� End Plate
STEEL FENCE POST (typ, ELEV=3 ).0' _
Section Orientation
UPSTREAM END 1�' TO 24'
.OF STORM DRAI OVERFLOW 2.5" DIAMETER CPENING
G' OD
FENCE FENCE--i-
_ TRASH FAGK DETAIL
1/3 of PIPE
TOP OF EMBANKMENT
ELEV=35.0 Trash Rack`'\ 3:1
#57 WASHED STON DIAMETER 1 C5EE DETAIL) \
FILTER ACROSS #4 Aluminum Rebars
WATER LEVEL CPermanent Poor _Q — 36' GMP INV-0 ©,
PIPE INLET Maximum Gap = 1' ELEV=30.0
BOTTOM
EL v=25.o
6.0
FILTER FABRIC (see speclflcat
- — Vegetative Shelf,
for requirer�enffs _,..r---,.r;;�21
RETENTION POND 5EGTION
3�0" GMP Section B-B
at �-- FENGE FENCE — �►
TOP OF EMBANKMENT
ELEV=35.0' \3.1 Forebay Area Retention Pond Area
EI. 31.75
Al. Rebar WATER LEVELCPermanent Pool ,
ELEV=30.0 —
SpAway Level
�1
BOTTOM
1 ti �_
LV=5. '
Vegetative f 6.0
egetat ve Shelf
CARETENTION TI
STONE FILTER IN T PROTECTION �� eG i ,.� ¢iN
FOE S CONSTRUCTION TRASH RACK DETAILS A! �
N.T.5. 563,1
ARETENTION POND DETAILS �' FINAL DESIGN
N.T.5.
M.T.S. NOT RELEASED
Mo; 4��r� FQR CaNSTRIJCTION
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