SW7050101_APPROVED PLANS_20050803

STORMWATER, DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW�CJ�O �O1
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE „2!1? -2�i���
YYYYMMDD

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I COVER ROM MOLIMEWIRCONIVENTAL
2 TE PLAN G M N7C N111 .0.4
TER "Y
3 DETAILS 01)PISION OF WiN QUAL
01-AUG-2CV5
NORTTnj CADLI�,OLINA CLERMONT RD,
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OWNER/DEVELOPER: J & H INVESTMENTS OF NEW BERN LLC
P.O. BOX 15069 FINAL DRAWINGS 'X'C
NEW BERN, NORTH CAROLINA 28561 JL
TASERNA FFRel�Zas�eecdi for permits 0,rfm- G0t,.1re01_ ANr,) rp a �'T C V ID
CIRCLE t "I.._ 'I f
7t Not released for constrUCLion
CONSULTING ENGINEER: THOMAS ENGINEERING, P.A.
(JOHN G. THOMAS, P.E. LIC# 10147) 2005
403-C AIRPORT ROAD
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 213563 VICINITY MAP�il5 V9- BY:
252.637-2727 - FAX: [phone] Copyright 0 2004 by Thomas Engineering, P.A.
All rights reserved. KT.S. C4F4'rNC0UV A"
These drawings are instruments of service and as
LAND SURVEYOR: BRAD SUITT & ASSOCIATES such remain the property of Thomas Engineering, P. A. Thomas Engineering, P.A.
(BRAD L. SUITT, PLS, REGISTRATION #L-3767) Neither this document nor any part of this doc-
505 JIMMIES CREEK ROAD ument may be reused, reproduced or transmitted 403—C Airport Road
P.O. BOX 12142 in any form or by any means, electronic or mech—
NEW BERN, NORTH CAROLINA 28561 anical including but not limited to photocopying, 3 STATE STCRMWATER COMMENTS JGT 02-22-05 PO Box 1309
252.635.3333 microfilming and recording, or by any information New Bern, North Carolina 28563
storage and retrieval system, without permission in STORMINATER POND DESIGN JGT 01.04.05 Tel. [phone] Fax. [phone]
writing from Thomas Engineering, P.A. 1 PirviqF F-Pnqion., q9_n1AJr"&[TAnt)A1 P1 ANI . Ir- T 11 19 OA ------- I -

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TABLE-wk
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FOREBAY VOLUME _ 2933 CF X 100 = 20.12% (OK)
TOTAL VOLUME — 14580
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� 3O
+� 400
S� 1
i
GRAPHIC SCALE
THERE ARE NO 404 WETLANDS ON THIS SITE.
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LEGEND
01.
0 =
EXISTING IRON PIPE
02.
O
= NEW IRON PIPE
03.
R/W =
RIGHT OF WAY
04.
0
= P. K. NAIL
05.
=
EXISTING CONCRETE MONUMENT
06.
c-O--)
= UTILITY POLE
07.
C/L =
CENTERLINE OF EXISTING PAVEMENT
08,
Curve
1 = Curve Table
09.
SQ.FT.
= SQUARE FEET
10.
ss =
APPROXIMATE LOCATION SANITARY SEWER
11.
5Q
= SANITARY SEWER MANHOLE
12.
ohe =
OVER HEAD ELECTRIC
13.
0
= AERIAL LIGHT
14.
P/L =
PROPERTY LINE
15.
+25.6 = PROPOSED FINISH GRADE
16.
h2o
= PROPOSED WATER LINE
17.
ss =
PROPOSED SANITARY SEWER
••`"'
&NNr
TEMPORARY SEDfMENT TRAP
FLOW ARROWS
TEMPORARY SILT FENCE
CONSTRUCTION EXIT
® CULVERT
CHECK DAM
OUTLET PROTECTION
JUNCTION BOX
JB
5/7~�° PLAN F
FINAL DRAWINGS SXa/I`?N7�/�7/ON
Released for permits only, GONrfi�OL_ /tND .5T01�1`�I/Vftr 1P f'ON)�
Not released for construction
�. CxNMCaW mo mcm
Thomas Engineering, P.A.
403—C Airport Road
PO Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
3
S TA TE S TORM WA TER COMMENTS
JG T
02. 22. O5
2
STORMINA7ER FOND DESIGN
JGT
01.04.05
1
REVISE EROSION SEDIMENTATION PLAN
JGT
11.12.04
SCALE 1 1
PROJECT #: 2004029
DATE 08/25/0,
NO.
DESCPI.P TION
BY
DA TE
IPLOT FACTOR: 1 1 (E)
PLOT NAME: IMPROV,\COVERSH
SHEET: 02 OF 03

mqp Evn[ 7aJD/0 P
TOP
NOTE: OF VEGETATIVE
1. La IS THE LENGTH OF THE RIPRAP APRON. BANK
10.50'— SHELF 12.00' 4' 3' 4'
2. d- 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT MIN.
�xssn c GanpE NOT LESS THAN 6".
SLOPE TO BE SEEDED AND MULCHED WITH
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON A MIX OF TALL FESCUE (KY 31) AND
UP THE CHANNEL BANKS TO AN ELEVATION OF 6" BERMUDA GRASS
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE PLANT VEGETATIVE SHE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOU EL.50.00' WITH CATTAIL (TYPHA SPP.)
RATION.
STORAGE EL. 48.00'
1
PERMANENT POND EL. 46.50'
1
000
v TOP OF BERM 177=_
A 008p%p 0o A EL. 46.50',-" 3 1 p 1
00� 0 a`O 00
O R 0� Q o pO 0 0 op p O EL. 45.50' � 1 -III—I I. EL. 41.50'
0C o O 00 O p O p00
0 0 0 0 0 0 0 �b o o FOREBA Y I!—III—III—� POND
-- o b D o p
o pD O p p 0 p p TRASH RACK WITH
0 800 `b pO 0 0o O o ANTI -VORTEX PLATE & TRASH EL. 41..
0 0 p O p 0 O b y
GUARD RIP RAP_ LINED BERM
00 O O
_ o O p O 0R oO p O
STRAP
3d dO O O O o 00 o p o 48. 0' "
b� p o owe CROSS_ SECTION "B—B"
OO O 00� Op �O C000 6 PVC SCH- 40 _
00 �0P O 0 0 O 0 0
O� p00 apDp�Opoo�
b O o O b 0 k45.(0)CVj8"
0'
0O O 0 pp00 8 00 00 b% 4" BCCMP 40LF W/FES
TYPICAL CHANNEL CROSS�SECITiON PLAN oppop000p000�po PVC TEE
c�p�opo�o o EL. E L, 46.00'
N T 5 oSEAL 30" BCCMPORIFICE CAPT RISER
DR€LL 1" 4 .50'
DI A. HOLE , a °
12" "
POND 3 CONIC. SLAB
1
ARRY RIP -RAP UP EL. 41.50'
01 RIP -RAP (Tjj&O
DES OF SPILLWAY SLOPE TO BE SEEDED AND(MULC,ED WITH
S-0 A MIX OF TALL FESCUE KY 31 AND
) LO `\ 6'-O"BERMUDA GRA55
/\�DETAILPUBI_fiC ROAD 18"INTO BANK (,) WASHED STONE x.r.s.
VARIES 000 p00 oO0 OCDoo p 000 = /�
MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF y \\/\\/\\/\ /\`C \ \�\�C/\\/\ = 0 0 pop o,000, o
EVENT.
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT =--_ --- _ _�___
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI- 5 5
z MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DE- d SECTION A —A FILTER BLANKET �11 0.3% OUTLET 1
SIGN HEIGHT AND CROSS-SECTION,
S WALE
a
LO TOP
SEC1ON A -A OF VEGETATIVE 2.00'
DRAINAGE BANK. SHELF
N,T,S, EASEMENT 5' 10.50' 10' 12.00'
MIN,
PIPE OUTLET P R 0T Ti N SLOPE SEEDED AND MULCHED WITH
A MIX OFF TALL FESCUE (KY 31) AND CROSS SECTION "C= -
BERMUDA GRASS
-T.
N. rs.
CARRY RIP -RAP UP SIDES OF SPILLWAY
PLANT VEGETATIVE SHELF
AS RQ'D r* A WITH CATTAIL (TYPHA SPP.)
14' MIN NOTE: KEY THE STONE INTO THE DITCH
BANKS A MINIMUM OF 18" TO AVOID 2' MEN.
48.00'
2"-3' COARSE AGGREGATE DSTORAGE E
AAMHOUTS FROM OVERFLOW AROUND THE MIN. FREEBOARD AMMUM SLOPE PERMANENT POND EL. 48�50'
/S` 1 1 L.
BASE TO MINIMUM 6" IN DEPTH oo
FLOW— #5 WASHED o plS000 EL. 46.50'
E
STONE :"•',� � �' EL.45.50' 3 1 POND _
TEMPORARY GRASS 75-100' AHEAD 86 o go 0
OF CHECK DAM o 0 ood
1 RIP -RAP *P "
CONSTRUCTION EXIT DETAIL L*A N.T.S.
N.T.S. VARIES
MIN
GRAVEL & RIP —RAP CHECK DAM
N.T,S.
VARIES AS DIRECTED BY ENGINEER
1Q MINIMUM
STAY WIRES AT 12" INTERVALS
MIN. 12-1/2 GAUGE _ TOP STRAND r MIN. Z MIN.
10 GAUGE MIN.
LINE WIRES I. MIN, FREEBOARD 0.%pO
MAXIMUM SLOPE
TOP ELEVATION OF STORMWATER 00 \ 12-1/2 GAUGE MIN _ 'il 1— o Qa po
V FLOOD STORAGE ZONE Og DO O 1
... O O 00
--
D
BOTTOM STRAND I D D o0 0 00 0' 2
NM 10 GAUGE MIN. _ _ — —I pooaoDC,_ (>- a
- -- - -- I 3' SEDIMENT STORAGE ZONE go pgO Op 00 FO 90 '^
— _...... (TOTAL STORAGE CAPACITY) 0C 0 00 0 C>C> Ooo D
I_I O O O O�
. -. 1.DEPTH5' MAX. SMIMENT
- --- — - _
i I T
,
f RIP -RAP
MAXJMUM LEVEL OF SEDWEN
-- l i - -- COLLECTED - CLEAN BASIN
- _— _ WHEN TN,S LEVEL IS REACH
� --- Mt�t1IStIIIt[Ijffi iLtgtll1111
15' MINIMUM ,' IN. 8` uIN. >>1`GiN fflfr CAR r`off
`tip,`ti~°'4' yyyttt[rr[ ,r Lj rrr
S
+ Ar� f �+ y+�`�`t 1 t��ifi f
SECTION THRU BASIN & FILTER
F SEAL �" \
FILL SLOPE C -438
ti ti i 14
GROUND LINE rlt 19
CA 3
N lrr tfrrrrcrtttyty ♦�~ 'rtftttru[rf[utyyy�yQ`ti~
GENERAL NOTES: sroESYOF sPRiLLwA AP r �f1t�z 9181tt`%`% rI ' GI -I T I g0�,,
�11 RIP -RAP (TYP} 1 ' MINIMUM (TYP)
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
0
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING !' MIN. FREEBOARD
0w
3 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL
�FI TER BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN-
/////```" FABRIC GINEER.
#5 WASHED STONE FINAL DRAWINGS IffA05/ON
\\/\ 3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE P Released for permits only, GONrP01_ ANj7 5710el`71/I/A7-iffp pONL7
SELF -FASTENER ANGLE STEEL TYPE.
Not released for construction
\ \ 4 WOOD EIGHT AND 3
INCHESPOR MORE OSTS AN DIAMETER. MINIMUM WI EFABRICESHALLET IN HBE FASTENED SECTION THRU BERM & FILTER M t�
6' TO WOOD POSTS WITH NOT LESS THAN #9 WIRE STAPLES 1-1 /2"
LONG' TEMPORARY SEDIMENT TRAP DETAIL 51T-,ff
• N.T.S.
fOWuwo 9 C1PiVLNC4(Ml1' hvR'li clrow
TEMPORARY SILT FENCE DETAIL Thomas Engineering, P.A.
N.T.S. 403—C Airport Road
3 STATE STORMWATR COMMENTS JGT o2.22.05 P4 Box 1309
New Bern, North Carolina 28563
2 STORMWATER PCNO DESIGN JGT 01.04.05 Tel. [phone] Fax. [phone]
1 REVISE EROSION SEDIMENTATION PLAN JGT 11.12.04 SCALE 1
NO. DESCRIPi10N BY DATE IPLOT FACTOR: 1 1 (E) Pi of 03
-777
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P p SHEET TITLE
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3 DETAILS
� R T H C A IR 0'% L I N A5
NO
CLERMONT RD. 1�r r ttgtl�t!llf�
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SIT P L.AT� ---
OWNER/DEVELOPER: J & H INVESTMENTS OF NEW BERN LLC
P.O. BOX 15069 �ccpo o R.p �o FIN.1 DRAWINGS jr#�05/ON '
NEW BERN, NORTH CAROLINA 28561 y �P �6
�� i�Not releaied for construction
A m g �.� � p s� �,��� Releaser for permits only, GONrPOL /?ND ST7W D�I`AT�e PONU
CONSULTING ENGINEER: THOMAS ENGINEERING, P.A. o 5�•�,��r�a�..0�
(JOHN G. THOMAS, P.E. LIC# 10147)
403—C AIRPORT ROAD
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 28563 VICINITY MAP a�Pa SiT
252.637.2727 — FAX: [phone] Copyright © 2004 by Thomas Engineering, P.A. �o
All rights reserved. N.T.S.
c,� TCJN7J7llx'+� 7 CKMMCQUNfY NglTilill
These drawings are instruments of service and as
LAND SURVEYOR: BRAD SUITT & ASSOCIATES such remain the property of Thomas Engineering, P. A. Thomas Engineering, p.A.
(BRAD L, SUITT, PL--3 S, REGISTRATION #L767) Neither this document nor any part of this doc-
505 JIMMIES CREEK ROAD ument may be reused, reproduced or transmitted 403-C Airport Road
P.O. BOX 12142 in any form or by any means, electronic or mechPO —
309
NEW BERN, NORTH CAROLINA 28561 anical iNew Bern, North Carolina 2 563
'including but not limited to photocopying, OX 1
252.535.3333 microfilming and recording, or by an information
storage and retrieval system, without permission in 2 STORMWAfER POND DESIGN JGT 01.04.05 Tel. [phone] Fax. [phone]
writing from Thomas Engineering, P.A. 1 REVISE EROSIO SEDIMENTATION PLAN JGT 11.12.04 SCALE 1 1 PROJECT #: 2004029 DATE 08/25/04
NO. DE5CRIPTION BY DATE IPLOT FACTOR: 1 1 (E) PLOT NAME: IMPROV.\COVERSH SHEET: 01 OF 03
�— ;� i' T- , s if -rr 1 ;-�•
-,-,._i�: 1 !,:�►I 94�. fir.. �i.... .1.-- -. .-.. .. ., .. - � .. ... ..':S :�!y!Si.!.s� lri, ...>. ...._. .:., -

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1`0
GRAPHIC SCALE
t
LEGEND
01.
= EXISTING IRON PIPE
j
02,
0
= NEW IRON PIPE
03.
R/W
= RIGHT OF WAY
04.
e
= P. K. NAIL
05.
=
EXISTING CONCRETE MONUMENT
06.
= UTILITY POLE
07.
C/L =
CENTERLINE OF EXISTING PAVEMENT
08,
Curve
1 = Curve Table
09.
SQ.FT.
= SQUARE FEET
10.
ss =
APPROXIMATE LOCATION SANITARY SEWER
11.
= SANITARY SEWER MANHOLE
12.
ohe =
OVER HEAD ELECTRIC
13.
0
= AERIAL LIGHT
14.
P/L
= PROPERTY LINE
15.
+25.6 = PROPOSED FINISH GRADE
16.
h2o
= PROPOSED WATER LINE
17.
ss =
PROPOSED SANITARY SEWER
TEMPORARY SEDIMENT TRAP
FLOW ARROWS
f--;---� TEMPORARY SILT FENCE
CONSTRUCTION EXIT
CULVERT
CHECK DAM
i
OUTLET PROTECTION
■ JUNCTION BOX
,JB
`111111111r1j"ItP
F,4 ,lfll
IN
SEAL y
C-438
rrf�r,* 1 9 8
tftrrrtli11tti11
111111I11flf�
tti,'��► CA
10
Z
r' tt111t11
FINAL DRAWINGS �iC O5/ON e Sjffz:;) �ivT�T/01V
Released for permits only, GOAIreOL- AND S7-0eMW1f7-jffA' POND
Not released for construction
ravnr�rr,�. � cre�vcnrcoc�rr Iuaenrcarouun
Thomas Engineering, Pi.A.
403—C Airport Road
PO Box 1309 1
New Bern, North Carolina 28563
2 STORMWATER POND DESIGN JGT 01.04.05 Tel. [phone] Fax. [phone]
1 REWSE EROSION SEDIMENTATION PLAN JGT 11.12.04 SCALE 1 : 1 PROJECT #: 2004029 DATE 08/25/04
NO. DESCRIPTION BY DATE PLOT FACTOR: 1 1 (E) PLOT NAME: IMPROV.\COVERSH SHEET: 02 OF 03

_- __ - 1......�Y:.S_.....i�..".•.",_....a.(i�_i..�_...�..�___. ..-...-.�..��.�....[:.i ,r:.i 1'..l:....1.1.i;;'F•...i<,.�d., ��IE.. S:YS.iSi±�S L-A iti:.1 J.,�:�:p'.l
1 � I
I
TOP
NOTE: OF VEGETATIVE
1. La IS THE LENGTH OF THE RIPRAP APRON. B 5' K 10.50' SHELF
6.00' 2' 3' 3'
2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
E,:ISTII`,,; �PADF EXISTING GRAOE NOT LESS THAN 6",
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
3 TOP OF THE BANK, WHICHEVER IS LESS,
4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOU EL,50.00'
VARIES DAT10N.
STORAGE EL. 48.00' I
1
1 PERMANENT POND EL 46.50'
\ TOP OF BERM
A 00 oog% 00 A EL. 46.50, 3 4
00 0 O� ODOO,0j Q_ 0 EL. 45.50' �11 1
i I I j IQ 1 EL 42.50'
C� O O ill
0D po0 O d Poo 0 o FOREBAY
0000 00 o06 000 o II 1�i=I II POND
e-' o0 00 0 0a0 O o 0 0 0 TRASH RACK WITH L. 43.50'
ooS p �0 00 0 OQoo o GUARD ORTEX Pi1t7E 8c TRASH RIP RAP LINED BERM
00 0 O o o0 000o ao 0 o STRAP
0
PAX SLUPE _ .3% d, P O O 0 00 O D Oo0
0 P�8 pP6? oo Po 0 CROSS SECTION "B—B" OC> 0 ,0� OO OD00�000 6" PVC SCH. 4Q
00 p0 0 0 C> � O 0 0
N.T,S
0000 O 00p oD O O I
pO0 0 0 0o000 0 000 o EL. 46.50' E
PLAN o0o O 00 0 Do 00 0� 4" BCCMP 40LF W/FES
TYPICAL CHANNEL CROSS SECTION o00000000�p�00 6" PVC TEE
CAULK OR SEAL 30" RCCMP
0�o0opo o EL. 45.00' B' STUB E,L. 46.00'
N.T.S. WATERTIGHT
RISER
ORIFICE CAP EL 43,50'
DRILL 1" a d -
DIA. HOLE a -
POND 3 1°" a n a a CONC. SLAB
10. MIbjIMUM CARRY RIP -RAP UP EL. 42.50'
1 RIP -RAP *)1'
IDES OF SPILLWAY
{ MINIMUM L°/\�6-0:PUBLIC ROAD 18"INTO O`' WASHED STONE \\1>• DEIAIL
x..s.
VARIES o00 000 oOQo oo 000
MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF `\��\��\\��\�� \\- 008 000 000 opo 000
.. EVENT. /i /i�/i�/i� i�//i /i /i�/� _-- -----
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH -- 5
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI-1 VEGETATIVE 1 r
Z SMENT IGN HEIGHT HE DAM. ADD
SECTIONS TO DAM AS NEEDED TO MAINTAIN DE- d SECTION A —A FILTER BLAWET FILTER
g
O
kn 00'
SECTION A -A
TOP I
Si OF VEGETATIVE 2.
N.T.S, BANK SHELF
5 10.50' 6' 9.00'
. . . . . DRAINAGE
EASEMENT
PIPE OUTLET PROTECTION CROSS SECTION "C--C"
N. T.S.
CARRY RIP -RAP UP SIDES OF SPILLWAY A
AS RQ'D Flo�1 EL 50,00'
1.4' MIN NOTE: KEY THE STONE INTO THE DITCH
BANKS A MINIMUM OF 18" TO AVOID 2' MIN.
t
„ WASHOUTS FROM OVERFLOW AROUND THE M S" ORAGE EL 48.00
2-3" COARSE AGGREGATE DAM AXIMUM SLOPE
1 1
BASE TO MINIMUM 6" IN DEPTH MIN. FREEBOARD o ERMANEN" POND EL. 46.50'
FLOW #5 WASHED o Poo 7EL:0' L 2
E 4 5C+
STONE
:': ' 45.50' 1POND J
r—TEMPORARY GRASS 75'-1D6' 1HEAD •��
f OF CHECK DAM �'o op o' c
1 RIP -RAP
CONSTRUCTION EXIT DETAIL I♦A CosS SECTION A NA
N.T.S.
MIN
GR V L & RIP-­R AP CHECK DAM
N. T. S. I
VARIES AS DIRECTED BY ENGINEER
10 MINIMUM
STAY WIRE AT 12" INTERVALS
MIN. 12-1 2 GAUGE
—TOP STRAND 1' MIN. 2' MIN•
i
10 GAUGE MIN.
TOP OF AMU
0000 MAXIMUM SLOPE
LINE WIRES 1' MIN. FREEBOARD O(>0O I
12-1 /2 GAUGE MIN TOP ELEVATION of STORMWATER p 000 00
III 1-_Ii Q
— --_.. 1' FLOOD STORAGE ZONE ::.�''O $gO00oo t '
BOTTOM STRAND I L Poo goo o� 1
10 GAUGE MIN. _ $0 0 o0 0 oa 00 3
1 ' - - ! Ooo�0O0�p 0 p O�
3' SEDIMENT STORAGE ZONE O o o p O O�p '^
TOTAL STORAGE CAPACIT'�
I;-� —� —� �- t •• o a C> 0 00C> °moo
_ 0 0
_— 1.5' MAX. SEDIMENT
—: I —I I DEPTH I
111
l
_ T
MP -RAP
—_
RI AP
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MAXIMUM LEVEL OF SEOIMEN
COLLECTED - GLEAN BASIN
WHEN THIS LEVEL IS REACH
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15' MINIMUM ,\t�`11V�Jr.'j� ffrj! ti�l`� y C J ! 1 1' MIN. 8' MIN. ♦ `�', ,111 SKr t
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GENERAL NOTES:
SIDES OF SPILLWAY f f'f�* Ill I$ i�f f'JJJ IllQ �t1,
i c �E1 RIP -RAP (1'YP 10' MINIMUM (TYP)
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1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A BOARD
o W MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING 1' MIN. FREE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL +��T/1/1--5.
WIRE
FILTER BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE EN -
FABRIC GINEER. " """""'
#5 WASHED STONE FINAL DRAWINGSOS/pf`/-
\ \ 3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE Released for permits only, Iq 7 ANl:;) _`57-0e1-7w1rree oNr::)
\ SELF -FASTENER ANGLE STEEL TYPE. Not released for construction �p
4. WOOD POSTS SHALL BE A MINIMUM OF 6 FEET IN HEIGHT AND 3 SECTION THRU BERM �C FILTER
6„ INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOOD POSTS WITH NOT LESS THAN9 WIRE STAPLES 1-1/2" LONG. TES 0 R A R Y SEDIMENT TRAP DETAIL
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N.T.5. Tg171tattl'+' 7 CRiViNG01,4VfY hum C1R0"
TEMPORARY SILT FENCE DETAIL Thomas Engineering, P.A.
N.T.S. 403—C Airport Road i
PO Box 1309 '
New Bern, North Carolina 285153
2 STORMWATER POND DESIGN JGT 01.04.05 Tel. [phone] Fax. [phone]
1 REVISE EROSION SEDIMENTATION PLAN JGT 11.12.04 SCALE : 1 1 PROJECT 141: 2004029 DATE : 08/25/04
NO, DESCRIPTION BY DA TE PLOT FACTOR: 1 1 (E) PLOT NAME: IMPROV.\3-DET., SHEET: 3 OF 03
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