SW7080214_APPROVED PLANS_20080228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(�Q
YYYYMMDD

SCHEDULE OF DRAWINGS
SHEET
STORMWATER MANAGEMENT &
EROSION AND SEDIMENTATIONCONTR 01...
fog
B UR TON FARM VILLAGE POOL CLUBHOUSE
TOWNSHIP #5 - PAMLICO COUNTY
NORTH CAROLINA
4
CHARLOTTE
O
NEW BERN
NORTH CAROLINA
BURTON FARM ROAD
ARAPAHOE, NC
VICINITY MAP
1 COVER
2 SITE
3 DRAINAGE
4 EROSION CONTROL
5 EXISTING CONTOURS
6 DRIVEWAY PROFILE
7 DETAILS
i
8 DETENTION BASIN DETAILS
PROJECT REVISIONS
NO. DESCRIPTION I BY DATE
1 STORMWATER COMMENTS I JGT 2.11.08
OWNER/DEVELOPER
BURTON FARM DEVELOPMENT CO.
P. O. BOX 1908
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
COPYRIGHT ©2008 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
IN OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF THIS
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
FINAL DRAWINGS
Released for permits only,
Not released for construction
J 11`l,,lll II IIIIf,,�f, tl,,,ll1Cl Ro
SITE �,``
-`� o4LYORq�'�r��� �o4Es jO;j yr.
SEAL a ❑ DAL \
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Ill illl
N.T.S. APPROVED Ste'
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date e�br�ur ZF 2096
W 7o11021
Stormwater Permit NdS
co
STORMWATER MANAGEM48T &
EROSION AND SEDIMENTATION SON -
for
BURTON FARM VILLAGE
POOL CLUBHOUSE
TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
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SCALE: N.T.S. I DATE: 2.1.2008
PROJECT #: 2004-009 1 SHEET: 1 of 8

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, + -
,
, +
532.56'
125
, , , , , , , , + , , + 404 WE'
, ,
i , , ,
, + , , , ,
MPNUAMG]E , , , , , , , , ,
+rn,vms tac (tm)
, , , , +
+ , ,
124 41,
- PLAY FIELD
k, TENTHS CEN'1'F.R
+
+
i SOIL SAMPLE TAKEN
OIL TYPE: BAYMEADE SAND
ransition to Leon Sand)
T= 28.05' +/-
122
121
SOIL SAMPLE TAKEN
SOIL TYPE: BAYMEADE SAND
,\q transition to
Leon Sand)
yb� BASKETBALL COURT W T= 28.86' +/-' ...... ...... ...... ..................
\
PLAY FIELD PROPOSED SIDEWALKS
123
POOL CABANA ® Nj4° AN LN �� i� ' , \ .i • _ _ . _\ \
/+ PLAYGROUND \ KID POOL v �• _I:c ..' *zNOWY
_ _ _.. (50'PRIVA7E.RT C7, `\ I `• ' \ t
POOL CLUBHOUSE •'•' ' `�' ' �' " � • \ � ` '
\ \103
,r a.
\ z�°
.` '\ -�.`• \ \ tl \ 3�0�OZ38E DRIVEWAYS AND PARKING 3 i, //' 104 102
105
i
34\ / \ \ t L_39.02' I\ I I
A \ R-25.00'
\ \ 101
/ \\A \ I I
\
LEGEND
Property Lines/Right of Way Lines
— —
Drainage Areas/Contour Lines
404 Wetlands
�—
Drainage Arrows
P-#
Pipe Call Out
AD-#
Area Drain Call Out
0
nx
Existing Utilities
¢�
Silt Fence
Limits of Disturbance
®
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
Area Drain
• +
Driveways
A—
Drainage Area Label
.:::: .....
Existing Roadways
13
Temp. Block &Gravel Inlet Protect
Parking and Walkways
GRAPHIC SCALE
50 25 0 50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 I STORMWA TER COMMENTS I JGT 2.21.08
OWNER/DEVELOPER
BURTON FARM DEVELOPMENT CO.
P. O. BOX 1908
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
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\ o re ease or cons ruc ton b
[L[ _ ` F•1
1� CAI?ARo '•, bA
F = SEAL S L 14\ L"
7d C-438 $ -
1,0
SITE PLA U
STORMWATER MANAGEMENT & O
EROSION AND SEDIMENTATION CONTROL
for
BURTON FARM VILLAGE
POOL CLUBHOUSE
TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
SCALE: 1":50' DATE: 2.1.2008
PROJECT #: 2004-009 SHEET: 2 of 8
FINAL DRAWINGS
Released for permits only,
N t 1 d f t t'
9

STURCTURE DATA
NAME
OUTLET PIPE
TYPE
INVERT EL.
RIM EL.
AD-1
AD -A
34.0'
12„
28 0'
AD-2
181,
AD-C
27.5'
31.5'
16LD-3
AD-C
33.5'
181,
27 0'
AD-4
24"
AD-C
21
34.5'
AD-5
30"
AD-C
25.9'
32.5'
AD-6
AD-C
33.5'
18"
26.8'
AD-7
18„
AD-C
27 8'
33.5'
AD-8
12„
AD -A
27 7'
32.0'
AD-10
30„
AD-D
25.2.
32.5'
PIPE DATA
PIPE
DESCRIPTION
INVERT EL.
OUTLET EL.
LENGTH
SLOPE
P-1
12 inch CPP
28.09'
27.60'
99.
0.50%.
P-2
18 inch CPP
27.52'
27.10'
84'
0.50%'
P-3
18 inch CPP
27.N'
26.50'
109'
0.50%
P4
24 inch CPP
26.41'
25.90'
102'
0.50%
P-5
30 imh CPP
25.88'
25.3T
112'
0.50°6
P-6
18 inch RCP
27.82'
26.90'
184'
0.5W.
P-7
IS inch RCP
26.79'
25.90'
178'
0.50%'
P-8
12 inch CPP
28.01'
27.&Y
82'
0.50%:
P-9
18 inch RCP
31.26'
30.26'
56'
1.78Ye
P-10
18 inch RCP
31.28'
30.28'
39'
2.57%�
P-11
12 inch CPP
27.75'
27.10'
130'
0.50W
P-12
30 i"ch RCP
25.22'
25.04'
37'
0.50%'
,
# + , 4 4
# ,
,
125
4 4 4 4 4
# , 4Prm2au¢ 4 4 + # , 4 , , + AD-8
IIE7(.,IOS lNE (DP.)
X(l yl 4
4
+ # 4 4 4 # f
124 , +4 , 1 P-n
P-2
P-1 AD-2
P3
PLAN VIEW
OUTLET
SQUARE PREFORMED
SCOUR HOLE (PSH)
(RIP RAP IN BASIN NOT
SHOWN FOR CLARITY)
4'
B
INSTALL LEVEL AND FLUSH
I•
WITH NATURAL GROUND.
D
PSRM
W
PSRM
L
6_
A
d
9H
SECTION A -A
SY
Pie OR DITCH
OUTLET
PSRM
D (I' MIN)
j d NATURAL
GROUND
LINER:
8" RIP RAP
�B�
I'TUCK
8."_ THICK NTH FILTER
'
FABRIC
SCOUR HOLE W/ LEVEL SPREADER LIP DETAIL
NOTE: V DIAMETER ORIFICE << 15" PIPE
DIMENSIONS BASED ON MINIMUM ALLOWED IN
NC DWQ STORMWATER BMP MANUAL
4 +
,
1: 30'
os'
122
Fll9 033FO MMI
'ERMANENT POOL
!LEV: 29'
50' X 50'
'ERM. POOL AREA =
,
4
4 4
, 4
121
413
#
LEGEND
Property Lines/Right of Way Lines
— —
Drainage Areas/Contour Lines
. .
404 Wetlands
f—
Drainage Arrows
P-#
Pipe Call Out
o-#
Area Drain Call Out
0
Existing Utilities
�a
Silt Fence
Limits of Disturbance
®
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
Area Drain
4
Driveways
6A—
Drainage Area Label
.
Existing Roadways
Temp. Block & Gravel Inlet Protect
Parking and Walkways
— p_g AD-3 VEGETATED SHELF BOTTOM ' t , _ . , _ ,,, _ ......
_ \
AD-10 ELEV: 25.5' Y
123 P-5 �� - - '
^+ ® P-12
A \
/y P-4
AD -I
-5N0oi�RET CT.'
� \ / FH -/L - ..., • i _ _ _ _...... _ . _ A7E R/,*i
�i vS 6.3%SWALE
N.
5.
Ix
\ = GRADE TO y,,; r, la?T / \.� _� '•• i'
103 104 \ /
GRADETO
DRIVEWAY 102
\ \ / \ Aso, RO�tY•, / /105
34\ 1 y �
\ W.
T�
\ 1 l INV. �. 101 \ 4 4 _ _ 'mpl , 4 I + I
i.
W.
\ I
\
\�41 41
GRAPHIC SCALE
50
I
25
0
50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
I STORMWATER COMMENTS JGI T 2.21.08
OWNER/DEVELOPER
BURTON FARM DEVELOPMENT CO. n
P. O. BOX 19n
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A. P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563 t 1
OFFICE: [phone] FAX: [phone] ^)
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD VJ/
BAYBORO, NORTH CAROLINA 28515 ^
FINAL DRAWINGS y� n
Released for permits only, jJ
Not released for construction
,,31I1111I111/, `,,illllllll/, , 1 I
l <1 J
Ile 4 A
.`
SEAL 1014E v
2d C-438�
� •1nn1n � tj
918
DRAINAGE P
STORMWATER MANAGEMENT & 0
EROSION AND SEDIMENTATION CONTROL
for
BURTON FARM VILLAGE r
POOL CLUBHOUSE
TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
SCALE: 1":50' DATE: 2.1.2008
PROJECT #: 2004-009 SHEET: 3 of 8

,
+
+
532.56'
j
SO° 24' 06.07"E
125
,
, APiA0.WAT
+
+
+
+
,
,
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,
xnuws fnr (rn.)
,
,
+ ,
+
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+
+
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.
+
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124A
4
4 ,
+
+
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+
,
W
TEMPORARY SEED SPECIFICATIONS
ype MinimumFound* Per Acre IWac
Tell Fescue MY 31 Var.
1 50
Bermuda Common-untwlled
1 20
Pensacola Var.
1 50
CoNapede
I5
Total
1 125
122
121
PERMANENT SEED SPECIFICATIONS
TYPO of Seed Minimum Pounds Per Acre (IWac)
Tall Fescue KY 31 Var.
50
Bermuda Ccmmon-unhulled
20
Bahia Pensacola Var.
50
Centipede
5
Total
125
T
/ � �j4 229.94 I _ D %w PNRi� ..,..i..._.. _.•- .1 � \ \
/ He . 5'� • ' + • .,'.`.'.1 _ / .......... .. _ . (50 PRIPR/-ET
77
\ it •,.ac /
L=209.08'
\ > A 147.92
0,
•` 1 \ i, i /
103 104
0.
102
r 1 \ to \� 105
34\ 1 i /:
L=39.02' I\ I I
/
W / R=25.00'
A=89.42
' I
W. 1 101
1 + 4 ""O5 mn1 \ I+ I
\ \ i / \4 +
\ W. \ + + \ I
1 '•1 \ j � , IMt, \
EROSION CONTROL NOTES \ \ 1
\\ r +1
GENERAL CONSTRUCTIONSCHEDULE \ + 1
• SEE SECTION 02270 FOR EROSION CONTROL SPECIFICATIONS • HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO \
• SEE SECTION 02930 FOR SEEDING AND MULCHING SPECITICATIONS. \ i
STARTING CONSTRUCTION.-
MAINTENANCE SCHEDULE INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AT
LOCATIONS SHOWN IN THE PLANS. \
• ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR THE WORK AREA SHALL BE GRADED, SHAPED, AND OTHERWISE DRAINEDIN \ \
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING SUCH A MANNER AS TO MINIMIZE SOIL EROSION, SILTATION, OF DRAINAGE
RAINFALL EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY CHANNELS, DAMAGE TO EXISTING VEGETATION, AND DAMAGE TO PROPERTY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES OUTSIDE THE LIMITS OF THE WORK AREA. \ + \
AS DESIGNED. • COMPLETE SITE CLEARING. \
• SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN CLEAR WASTE DISPOSAL ARE, ONLY AS NEEDED.
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50%FILLED. GRAVEL WILL ROUGH GRADE SITE, STOCKPILE TOPSOIL, CONSTRUCT CHANNELS AND CHECK \ +
BE CLEANED OR REPLACED WHEN THE SYSTEM NO LONGER DRAINS DAMS, INSTALL CATCH BASINS AND CULVERTS WITH INLET AND OUTLET
PROPERLY. PROTECTION, AND INSTALL SEDIMENT FENCE AS NEEDED. MAINTAIN \ \
• SEDIMENT WILL BE REMOVED FROM BEHIND THE SEBAENT FENCE WHEN IT
BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE DIVERSIONS ALONG TOP OF FINISH THE SLOPES AS SOON AS ASFILSLOPE ROUGH GRADING , , \
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH COMPLETE. LEAVE THE \ \
• ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND IMMEDIATELY. \
COMPLETE FINAL GRADING FOR ROADS AND STABILIZE WITH GRAVEL.
MULCHED ACCORDING TO SPECIFICATIONS 'INTHE VEGETATIVE PLAN TO \
PERMANENTLY VEGETATE, AND MULCH.
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
• AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND
• PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE . ESTIMATED TIME BEFORE FINAL STABILIZATION - d MONTHS.
OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
• 30' VEGETATIVE BUFFER TO BE USED IN LIEU OF SILT FENCE, WHERE
APPLICABLE.
• POND TO BE USED AS WET DETENTION BASIN THROUGH THE DURATION OF THE
PROJECT, BASIN WILL BE CLEAN OF SEDIMENT PRIOR TO USE.
• MECHANICAL PUMPS TO BE USED TO DRAIN WET DETENTION BASIN FOR
MAINTENANCE/EMERGENCY.
LEGEND
— - - —
Property Lines/Right of Way Lines
— —
Drainage Areas/Contour Lines
404 Wetlands
�—
Drainage Arrows
P-#
Pipe Call Out
AD-#
Area Drain Call Out
0
XXX
Existing Utilities
o-
Silt Fence
Limits of Disturbance
®
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
Area Drain
•
Driveways
A-
Drainage Area Label
Existing Roadways
13
Temp. Block & Gravel Inlet Protect
Parking and Walkways
GRAPHIC SCALE
50 25 0 50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
I STORMWA TER COMMENTS I JGT 2.21.08
r
In",1
FINAL DRAWINGS
Released for permits only,
Not released for construction
lllllllltfll( `1tlltlllll I/
C A 0 O
moo` �s�,,,,,,,.,�Iq;•,, .`04 ,�5..,,,Lj�r,;
Ex: ? SEAL = y = __ AL _
7� C-438 $; ' Y 101
''''ffllllllllilll` ' (tl llllll`
ROSION CONTRq PLA
STORMWATER MANAGEMENT & O
EROSION AND SEDIMENTATION CONTROL
for
BURTON FARM VILLAGE r
POOL CLUBHOUSE jl�•j'
TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
SCALE: 1":50' DATE: 2.1.2008
PROJECT #: 2004-009 SHEET: 4 of 8
OWNER/DEVELOPER
BURTON FARM DEVELOPMENT CO.
P. 0. BOX 1908
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
tit

34\ \v\
35 \ '.
\ io �` 1 �•
i
0
LEGEND
— -
Property Lines/Right of Way Lines
— —
Drainage Areas/Contour Lines
. . .
404 Wetlands
�—
Drainage Arrows
P-#
Pipe Call Out
AD-#
Area Drain Call Out
0
UX
Existing Utilities
Silt Fence
Limits of Disturbance
®
Temporary Check Dam
Pipe Outlet Protection
Temporary Construction Entrance
Area Drain
Driveways
A-
Drainage Area Label
Existing Roadways
Temp. Block & Gravel Inlet Protect
mu
Parking and Walkways
GRAPHIC SCALE
50 25 0 50
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
1 STORMWA TER COMMENTS JGT 2.21.08
BURTON FARM DEVELOPMENT CO.
P. O. BOX 1908
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
FINAL DRAWINGS
Released for permits only,
Not released for construction
G N
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F? v SEAL �•`_ v ~_
- A
7� C-438`
10 V
%., CARS..`'
98,34,
EXISTING
CON RS
STORMWATER MANAGEMENT &
EROSION AND SEDIMENTATION CONTROL
for
BURTON FARM VILLAGE
POOL CLUBHOUSE
■ TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA ■
00
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00
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SCALE: 1":50' I DATE: 2.1.2008
PROJECT #: 2004-009 1 SHEET: 5 of 8

10 1 MINIMUM
CARRY RIP -RAP UP
#1 RIP -RAP (TYP)-\ 1MINIMUM SIDE) OF SPILLWAY
Z'RA18"INTO BANK(TYP) '`� #5 WASHED STONE
VARIES 1 1 /2" -
PUBLIC ROAD MAINTENENCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF f9 r
EVENT. 8
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT Y T
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH S CTION C-C OR ID_D
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI-
MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CROSS-SECTION. X X
2" - 3" COARSE AGGREGATE
SECTION A -A FE 00
177
BASE TO BE MINIMUM 6" IN DEPTH ^ fT1
CARRY RIP -RAP UP SIDES OF SPILLWAY A Y N
8" RT H `^
NOTE: KEY THE STONE INTO THE DITCH PLAN 00
BANKS A MINIMUM OF 18" TO AVOID 2' MIN. 0
N t+1
WASHOUTS FROM OVERFLOW AROUND THE M HEADER
DAM MIN. FREEBOARD ,-MAXIMUM SLOPE O COURSES
' oo f/ U �4 N
�000 z
AS RQ'D 5 WASHED o00 0 °o oo� BRICK MAY BE p _ y
14' MIN. .FLOW # STONE °o�o��oog $o o° 1 ^ NFIRAME
SED TO ADJUST
TEMPORARY GRASS 75'-100' AHEAD 80000(wooaooFo$o IN /4 &COVER
o �000 o O SURFACE ELEV.OF CHECK DAM..�000000°ooPI AX 1'OUTLET ELEVATIONDETAIL ECl - CONSTRUCTION EXIT DETAIL 1 RIP -RAP D 'b0
�►q Z W
PLAN VARIES 0 TLET PIPE N
MIN SECTION X-X
DETAIL EC4 - TEMPORARY GRAVEL & RIP -RAP CHECK DAM
1/4" x 8" RICK_,MV BE USED TO ADJUST Ei N
F COVER TO SURFACE ELEV. 0 V1
J� ax 1 N
� GENERAL NOTES:
L9j
1. MORTAR JOINTS TO BE 1/2" TO 1/8" THICK. U
VARIES AS MRECTED BY ENMNM
6, 'N
10' MINIMUM 2. CLASS "B" CONCRETE TO BE USED THROUGHOUT. a
STAY 1MRE5 AT 1r INTERVALS p00 O
MIN00 0
. 12-1/2 0Au0E A p00 0 800 0o A H 3. USE TYPE "E", "F" AND "G" GRATES UNLESS
WISE
row¢ 10iIN. 0$000 0 000 0 00 0 6 SECTION Y-Y - OTHERINDICATED.
0 000 00 0 0 00 00�00 -CO0 0
DNE WREE / / o0 0 00 Q0000000 0 0 4. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK
12-1/2 GAUGE MIN. 00 p O p O 0o 0 0 00 0 OR 4" 4
0000 0000000o0poo 0 5d° SOLID CONCRETE BLOCKS MAY BE USED 19 LIEU OF
do CLAY
o 0 00 00 0 000 00 0 BRICK.
10 GAUGE MI NO 0000 0 008 0 000 o NOTE:
N.00 C 00® 00, o >
o 0000 C> 0 0 0 0 �o 0 1. La IS THE LENGTH OF THE RIPRAP APRON.
00000000$ p000000 2. d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
00 0 008 00 000 o o0cb NOT LESS THAN 6".
0 op0o 0 0000 o 0 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON
00o00�op�bo 0 UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
oo0p0 ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
PLAN TOP OF THE BANK, WHICHEVER IS LESS.
GENERAL NOTES: 4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE
FILL SLOPINSTALLED BETWEEN THE RIPRAP AND SOIL FOUN-
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL DATI ON.
4
N HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
GROUND LINE SPACING. La
E
�12)
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH
IN AND SHALL BE FASTENED ADEQUATELY TO THE WIRE AS -
PROJECT REVISIONS
NO. DESCRIPTION BY DATE
DIRECTED BY THE ENGINEER. = O 00�o0o�opo0popo00o00 _ •r �ir \ I STORMWA TER COMMENTS JGT 2.21.08
-0 8,.p 00 00 00 00 =
3. STEEL POSTS SHALL BE YIN HEIGHT AND SHALL BE /rt A / _ 0 c.� 0000 00 0 00 _ \ •
p OF THE SELF -FASTENER ANGLE STEEL TYPE. _ ______ _- __ -_o----o-----o-- _- , /
C w SOME O,
3:04. WOOD POSTS SHALL BE A MINIMUM OF 6IN HEIGHT
n N WARE AND 3" OR MORE IN DIAMETER. WIRE FABRIC SHALL BE d A -A FILTER BLANKET
FILTER FABRIC FASTENED TO WOOD POSTS WITH NOT LESS THAN #9 (1811) DETAIL S W 1 - STANDARD AREA DRAIN
WIRE STAPLES 1-1/2" LONG.
SECTION A -A n ,
OWNER/DEVELOPER
6- BURTON FARM DEVELOPMENT CO. n D
DETAIL EC2 - TEMPORARY SILT FENCE P. 0. BOX 1908 CAROLINA 27802
DETAIL EC5 - PIPE OUTLET PROTECTION ROCKY MOUNT, NORTH CA
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET • �'
NEW BERN, NORTH CAROLINA 28563 L U
OFFICE: [phone] FAX: [phone] nr,1
,• MIX. 2 MNE
PARKING 10' 10' PARKING LAND SURVEYOR `1+
VARIES PAV. PAV. VARIES ^l
MM� ooCCICIO
° MA sER sOPE HERBERT 186 COBLES, JR. AMPEN ROAD
L-2703 `V
TOP MEVATNIN OF STMWIWATER 0 000 Op
BAYBORO, NORTH CAROLINA 28515
\ _ r r1aa0 s1wulE zaNE .': r'`p go 8
— — — 000,0�p0 °0000 00 00 0 000 0 00 o p 4 �1 4 �1 0
00 3-0 3"'0°00Oo WIRE SCREEN O 00 00 O 00 0p O O p0 �---�- -�-�— • N
S SFDRIENT STMUIE 20NE in o O O
$008008008ogo co OO o
� / `/rr\ (0Ta s awEE cAPA°m p0 o O o000 0oo0oopo 0 0 0 00 00 0 00pp 00 0 po Oop FINAL DRAWINGS
00 0 o DEWATERING o O o0 o po 0 00 0 0o Opo oop Released for ermits onl F-I
j\\
yMAX T
SEDIMENT
POOL
O O O
00 p 0 O
MCOl1EC1FD
n RP -RAP
VTEMPORARY
O pp
-- MEAN BASIN
1NIEN THIS UE IS
° 0°p o S
O°
p 000
o
IV MINIMUM
1•
•
1' MIN o 00 0°0 0 00 ®
2' MAX o0 0000 0° 00 00
..'moo o° o00
SEDIMEN�y_..:::r;iii�o 000Oo o
00 0 00
16" 00 O
0 c.
—4 0
SECTION THRU BASIN & FILTER
000 p
p0 00°
DROP INLET 80 O 0 0
W/ GRATE q?.O 0
SII SY RR -RAP UP
9OE9 OF SPALWAY
O O O
DIMENSIONS FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
COVER
DIMENSIONS
TYPE
I PIPE
I SPAN
I WIDTH
I HEIGHT
D
A
B
H
NO.
LENGTH
A
8
AD -A
12"
2'-0'
2'-0'
2'-3-
12
S-1"
S-4"
V-4"
AD-B
15"
2'-0'
2'-0"
2'-6"
12
S-1-
S-e
S-e
AD-C
18"
2'-e
2'-4'
2'-9"
14
N-5-
S-8-
V-8"
AD-O
24"
3'-0"
3'-0'
V-3-
16
4'-1"
4'-4"
4'-e
AD-E
30'
3'-4"
3'-e
S-9"
16
4'-5"
4'-8"
4'-8-
AD-F
36"
a-O'
4'-0"
4'-3-
20
5'-1'
5'-V
V-4"
AD-G
42'
4'-8'
4'-e'
4'-9"
22
5'-9-
6'-0'
6'-0"
AD-H
48"
5'-0'
5'-0'
V-3'
24
6'-1'
6'-4"
6'-4"
AD-1
5e
5'-6"
5'-6-
5'-9-
26
6'-7"
8'-10"
6'-10-
AD-J
60"
6'-V
6'-0'
6'-3-
28
7'-i'
7'-4"
T-4'
AD-K
66'
V-6-
6'-6-
6'-9'
30
7'-7"
7'-10"
7'-10"
° 00 0 6" ABC Not released for construction
00 C> 0 b
000 00p
O
00 o DETAIL R1 - TYPICAL DRIVEWAY SECTION `,,ttttllBlTT„t`' A
0080 O ,�'�yGIN' T Irrirr `,•� 4� n, IS,,,,, tr rr �
DOD0 RO
o po o
Ovp000 �E~CE438�: 1014
p O op op
n RIP -RAP (T1P) 0 - p r , �, , CA ," r .• rr
0
,' wN. r1BEmoAIm 0 0 � 00 O O O O 0 O 0 O O 0 0 p 0 O r,, * ,nn„ * t`,, , IUn,TO
oOo 0 0 opo opo $po o S Og , 19B3-
p Opp Opp Opp 0p O p0 O pop O U�•Ifttuttttl4t •rI 1ut11t •�
TYPICAL CROSS SECTION O o p p o o O O p o O pp0 0
0 0 0 0 0 0 0 0 0 o p , NATURAL GROUND NATURAL GROUND
EC DETAIL
1E wwwE0 slaE p OO OopOO Opp OO OpOOO Opp Oo ppO O'-
FL T FL T O
FLATTER VARIES FLATTER STORMWATER MANAGEMENT &
SECTION THRU BERM &FILTER DEPTH vARIEs
PLAN " EROSION AND SEDIMENTATION CONTROL
for
FULLY GRASS STABILIZED BURTON FARM VILLAGE
POOL CLUBHOUSE
DETAIL EC3 -TEMPORARY SEDIMENT BASIN DETAIL EC6 - BLOCK AND GRAVEL INLET PROTECTION DETAIL EC7 - TYPICAL SWALE TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
SCALE: N.T.S. DATE: 2.1.2008
PROJECT #: 2004-009 SHEET: 7 of 8
NUN lmmj
i8

1.0'
M
1.0'
ELEV:
150' 7+
= 7 So(
-B
-21
K
(SEE
VEGETATIVE VEGETATIVE
CROSS SECTION "A -A"
N. T.S.
VEGETATIVE VEGETATIVE
CROSS SECTION "B-B"
N. T.S.
C
R911
GRAPHIC SCALE
5 0 10
JND
RIP RAP SLOPE RIP RAP SLOPE
TO BERM AT 3:1 TO BERM AT 3:1
RIP RAP WEIR 61
POND •-
SPREADERLEVEL O-
I im
WEIR W/ LEVEL SPREADER PROFILE "C-C"
N. T. S.
4
WEIR 'ELEV: 30.5'
2" X 12" CCA TREATED WEIR, SPIKED
RIP —RAP
RIP —RAP p LINED
LINED _ p
o 0 4'
EARTH BERM 36"
I/ 1/2" ROD
WEIR W/ LEVEL SPREADER SECTION
N. T S.
TYPICAL VEGETATED SHELF SPECIES
Botanical ama common —Ira —me
Maine so.
Water plantan
Acorus spp.
Sweet H
Alo ercurus howeltii
Foxtail
Canna Ny
Benaal Tiger canna
Cladium iarmicense
Saw rass
Cyperus anstatus
Flat sedge
Iris hexaciona
Hexaconal Iris
Iris nelsonii
Nelson's Iris
Iris prisfnatica
Slander Blue Iris
Ins vie inice
Blue FW f s
Iris versfcolor
Blue Flea Iris
Iris Mile
Copper Iris
Juncus etfusus
Softrush
Le tochloa fasiculans
Saltmeadow rass
L udwe to spp.
Primrose wAow
Oryza saliva
Rice
Peltandre veminica
Arrow Aram
Plantaily imitir
Common Plantain
Pontedens cordate
PwkereAveed
Sa ittaria latffolia
Duck Potato
Sao dtarla lanclblia
Buffton ue
Sag6ans longilbba
Arrowhead
Sautums oernuus
Lizard Tail
Sur us amencwnus
Three uare bulrush
ZPrania a ualice
Weld rice
Zrzaneo sis millacea
Water milGt
TYPICAL VEGETATED SHELF SPECIES &
3-D ISOMETRIC CONCEPTUAL
j - - ------
Pond Volumes
as
Elevation
Forebay
Pond
Total
Total
ft
ft
ft
ft3RZTemporary
Storage 30.5
109572556
Shelf Top 29.596001010
7722
10279Vegetated
jjj
Pool 29
3265
4275Permanent
7500715
Shelf Bottom 28.5
2560
3275Vegetated
5600
Bottom 19.5
5256
21330
26586
8
300
308
Totals
Percentages
9637
20%
34877
80%
44415
POND AREAS AND VOLUMES
CAP W/ 1" HOLE
® ELEV. 29.0'
JND 6" X 6 X 6' TEE/
SCREW PLUG ---,,SCOUR HOLE
FOR MAINTENANCE W/LEVEL LIP
GRAVEL PAD
(GRADE TO SUPPORT PVC)
INLET ELEV.-27' +/—
SHELF �--4'­f / if
6" SCH 40 PVC TO
DRAIN O'10
PERMANENT POOL s�
0
F
POND BOTTOM
OUTLET PIPE DETAIL
"AL
I
11
S
PROJECT REVISIONS
NO. DESCRIPTION I BY DATE
1 I STORMWA TER COMMENTS I JGT 1 2.21.08
OWNER/DEVELOPER
BURTON FARM DEVELOPMENT CO.
P. O. BOX 1908
ROCKY MOUNT, NORTH CAROLINA 27802
CONSULTING ENGINEER
THOMAS ENGINEERING P.A.
P.O. BOX 1309 - 309 METCALF STREET
NEW BERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
HERBERT J. NOBLES, JR. PLS# L-2703
186 CAMPEN ROAD
BAYBORO, NORTH CAROLINA 28515
FINAL DRAWINGS
Released for permits only,
Not released for construction
«11rr,r
,```�111[I1141rrrr,' ,1A 4,,
$GINE 4R� RoL',e
r ., , o ogFORg"rrG, ,$ ss10.
SEAL?v-
- oA Ci
=0
C-438
CAI,,,' o „",I,,,,,o,,. y ,
ff,'rrr�r91g`, rGr111TO�`
EC DETAI
STORMWATER MANAGEMENT &
EROSION AND SEDIMENTATION CONTROL
for
BURTON FARM VILLAGE
POOL CLUBHOUSE
TOWNSHIP 5/PAMLICO COUNTY/NORTH CAROLINA
SCALE: AS SHOWN DATE: 2.1.2008
PROJECT #: 2004-009 1 SHEET: 8 of 8
00
It
Z
00
N U
U N
Z � N
H
N
0
N
0 U
0