20041111 Ver 3_Site Plan_20130304

i

1. PREP OIL I. W 1.
N4TE1 N .N tkEf L d OT fl1 4 1} (1 t J I I ( f)i1' f A Siff Be3WN.
2. qq1 TH N a Las � � v
THE t4P�� bN �' � t(iE ANCHOR THE
�B �r Wf, A APm 1 Aft 1N THE H
1F1W- ANO GO TidE T% R STAd� INTO, AMPLY 5?gAAATS'tEp IL ANLI {? D R��4 12 ". 3DPm)
PDRrirxa F BLANKET E AT)D OAti SA3G�URE BLAfiIkSE1 4V C9AlC�D SOIL WTH A OF
S1'kPLE /5TAKE$ S'PAC D APPROXIMATELY 12° (,fit in) E W:O7H OF iYSiE 9LO1dit�i.
3. ROLL THE BLANKETS {A�MOWN 0R (�. HOR1ZONTALL,Y AD THE PE. BkANKEii'S WILL UNROLL WITH ATl TE 510E
ASNNST THE SOIL SLlR ALL MUST BE Y F, ED TO SOIL S(WA"JE BY P INS 111 P{, "Ai�E",3
IN R1ATE LGCAtTDAS SHOWN IN THE STAKE PATTEtN 6W1BE S4HEN USING QPildi#AL pixTYSiEM .. LEfi %STAKES
SHODtO PLACED THM 6bN OF THE COLO#EO DOTS CORpYESPONOINC TO THE APPROU STAPL£ PATfE ,
4. THE Efi0 F PARAI*EL . S7' &E tR WITH APPROX 7E4:Y 2 " -S° i5+aen -i2.SP Q4FF,,i kP DEPEND
4)N Bht TYPE. TO EH P $ Ali BNr, PtAGE TH EOM OF THE Rk.APP1� BlhNKET (BLANK BEING
IN5TAU4E0 ON TOP) EVEN WITH THE GOEORESEAM SfTfCF1" ON THE PREitlOLiSLY tHS15YLt BLANKET.
5. COIV9EOlfF1+YE BLANKETS SPLICED DAWN THE SLOPE MUST >BE P D END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.Scm) OXkLAP. STAPLE THROUGH OVERLAPPED AREA. AI R XIMATELY I�' (30m) APART ACROSS ENTII}E
BLANKET WIDTH.
qry, I
* OW SSE{LRVP rI - fS Of STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY 0E NE�RY TO
TABILIZATIG MAT} '` a
T
HW
OP F — -'
A -14Z e.,
F �
y
W —S,
I
"2 "'S` 4-t�.acm) f, •2 "- -.5°` (54m- t2.�Cnrc}
'- "2 °-8' {�acm- 9�i9eo%+j
(
Stfth
4' (12M)
: Seem Stitch
3.3' (1.0m)
FarW (1 iHa 'y g� Rm lom
? ,.
PwC 81WSH§ � r1w
C+m7a 91
{Oratdn
ent s
thrrotl4n 0 f6il' dn@&
(5cm- 12.5m) (fl: ) *2 " -5" (5cm- 12.Scm)
*2 " -5" (5cm- 12 -acm)
TSeon Stitch
T
10" (0.25m)
4' (1.2m) 0
°.m)
4' (1.2m)
�°- 10" (0.25m)
Seam Stitch
3.3' (1.Gm)
a (0:
$
For W�SM YtoICa)� Amerkoa
Sa�tal ' t 6"f- Ss
tFd+ ^eneh' of the 'aaMrod Hock
Svil +',P pp
tfirov?r otlYd7 Of the Yfi1.tl enk}eii d#FA.
OLOZ130W of mss+ StIt6h Will Wy 1114 on t4Wtb AMori ftT4 009ft PrOftlilt tOr.
ow swo
' yy -\ 0+50
i?Tr
351
NO SCAL£
tip

I OF . JR
'm,
5EEDBED EREPARAI_1QN_N_QIE
RISER
BARREL BARREL
A A T
HEAD AT ORIFICE
-A
el SPILLWAY
6e 0 IF1 E
C
I E
HEAD (FT)
CONCRETE ANCHOR
CONCRETE ANCHOR
BARREL
BARREL
B
G
LENGTH
LEN
BARREL
INV. IN
BARREL
INV. OUT
BOTTO M
ELEV.
OFELEV.1 SjUyRRFAC
SURFACE AREA
AC
BERM S I
ORM
Y STORM
R R
G
STORAGE
STORAGE
BOTTOM
I YR STORM/
1. Surface water control measures to be installed according to plan.
BASIN
BASIN
DRAINAGE
DRAINAGE
AREA (AC.)
Q-PRE 0 PO
cfs cfs
Q ITT
fs)
Q 100
E CF)
VOLUME (CF)
VOLUME
STORM
I YR STORM
TOP
SPILLWAY
DIA. (IN)
DIA. (IN) SLOPE %
FA E/
I C
ORIFACE/ SIZE (I
FT N)
FT
ELEVATION WIDTH (FT)
L V I
1 0
ELEVATION A N
-
AT SPILLWAY
-
6x6'xl'
6
r
565.0'
50,0
348.0
347.72
348.0
0 S.
'152A -;.74 ;.F.
2. Areas to be seeded shall be ripped and ?pread with available topsoil 3" deep. Total
96
-
4.84
2.6 12.
17 (n)
348.0
- -
351.0
-
48"
15" -0.5%
2.67' 8.0
267
6 0
348.33 50.0'
348 -.33
334.25 30. DO
3 34
0.5'
0.5'
x6 xj.
6'x6'xl'
1 6 x6' xj
5 80,
334.0
330 r,
11
S
;.F.
seedbed prepared depth shall be 4" to 6 deep.
35
4.80
2-4 12
10
44.o
6,401
340.5
1 334.0
1 339.0
48"
*;:A:j
15" 0.5%'
�/A
6
4 7
I 1 4 67'
N/A N/A
N
.25 -
N/A -1 50.0'
N/A
n 11 •
3. Loose rocks, roots and other obstructions shall be removed from the surface so that
.53
29.5 61
227.8
1 48,174
1 335.5
334.0
334.32
N
LA
they will not Interfere with establishment and maintenance of vegetation. Surface for final
Q 0
0
seedbed preparation, at finish grades shown, shall be reasonably smooth and uniform.
1 44.29 - 12.38 31.91, LENGTH - 10 -=' - 10.63' LONG (USE MIN. OF 15' LONG)
NOTE: SILLWAY DESIGN FOR FES 86 :0100 100 3(h)I-8
PLATE
LEVEL SPREADER
STATE STD. 6.40
4. If no soil test is taken, fertilizer and lime to be according to seeding specifications on plan.
0100 01
TRASH RACK W/ANTI-VORTEX
OF 15' LONG)
FES 35: "100 9 1 44-00 - 12.30 - 31.70, LENGTH 10.56' LONG (USE MIN.
OF DURHAM)
5. If soil test Is taken, provide lime and fertilizer according to soil test report.
DETAIL (C"
Nolm
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
.............. . . . . . . . . ..... . . . . . "I .­­11._­111'.:. - 1-1. kv'Ili
_Z
UNDISTURBED SOIL
NO,
1) CONSTRU - IN THE DIVERSION CHANNEL SO THE ADER TO
WIDTH OF THE DIVERSION WILL SMOOTHLY MEET THE WIDTH OF THE SPRE
ENSURE UNIFORM OUTFLOW.
IFICATIQN-5-
REQUIREMENTS
S
6" min.
2) THE GRADE OF THE LAST 20 FEET OF THE DIVERSION CHANNEL SHOULD
SMOOTH TRANSITION FROM CHANNEL GRADE TO LEVEL AT THE
PROVIDE A SM
DRY DETENTION BASIN MAINTENANCE
SPREADER. THE GRADE OF THE SPREADER SHOULD BE 079.
Gross- Kentucky Fescue #31 801b./ac. (odd 30 lb./ac.
2:1 OR FLATTE®R
6'MIn.
3) CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO U NIFORM HEIGHT AND
Rye Grain Nov. thru Feb.)
Fertilizer 10-10-10 1000 lb. /ac.
I. Prior to conversion to dry detention basin
vegetative cover established prior to use
ZERO GRADE OVER THE LENGTH OF THE SPREADER. PROTECT IT WITH AN
MATTING, TO PREVENT
EROSOIN -RESISTANT MATERIAL, SUCH AS FIBERGLASS MAT
0-20-0 500 lb./ac.
A. Sediment basin shall be cleaned out and
SECTION A-A
EROSION AND ALLOW VEGETATION TO BECOME ESTABLISHED.
Lime 2T/ac.
as a dry detention basin
y
A
-77,
4) THE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH AND
Mulch Small Grain 1- 1 /2T /ac.
225 gal./cc.
I. Inspect monthly, or after every runoff- producing rainfall event, whichever comes first
X%
A
05 CHANNEL GRADE
WELL -VEGETATED WITH A MAXIMUM SLOPE OF 10%.
Emulsified Tack
r- r%
A. Remove debris from the trash rack.
5) VEGETATE ALL DIS TURBED AREAS.
JEMEORA
B. Check and clear the orifice of any obstructions,
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
7777777777777,;,
Wi
61 MIN,
MAXIMUM GRADE OF 1% FOR A
TRANSITION OF 15! MINIMUM
(n 0 10'V (n
> 5- ;08j
D. Remove all woody vegetation from the embankment.
7: _ - , J,:
A� 77
CoNgyFpjcT*N SPEWCA710M
SEEDING RATE Z >
I I
1) THE MATTING SHOULD BE A MINIMUM OF 4 FT WIDE EXTENDING 6 INCHES OVER
POUNDS PER Z'W
WINTER -SPRING
111. Quarterly
THE LIP AND BURIED 6 INCHES DEEP IN A VER TICAL TRENCH ON THE LOWER
LATE
(FEB.-MAY) ACRE 1,000 SO. FT.
A. Inspect the collection sys tern (i.e., catch basins, piping) for proper functioning.
b9ttorns, and chegk piping fgr Qbstructi'ma,
�Aw'� 41 1
2.
-,.f ,
DIVERSION
EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE
SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE STAPLES AT
ANNUAL RYEG-RASS 40-50 1
Clear accumulated trash frgm basin grgtee and basin
B. Check pond inlet pipes for undercutting, replace rip rap, an d repair broken pipes.
PLAN
LEAST 12 INCHES LONG.
OF STORM
RYE 110-150 3 X X X X
C. Repair eroded areas immediately.
!4,
UNIFORM SPREADING
2) ENSURE THAT THE SPREADER LIP IS LEVEL FOR UNIF
SPRING OATS 95-125 3 X X X X
Fo
• TION
VEGETAI ED • •
RUNOFF.
SMALL GRAIN 80-110 2
IV. Every 6 months
F
DIVERSION 10 0 GRADE
3) CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL)
AND
ANNUAL LESPEDEZA 25 V2 X X
A. Remove OCCUMU lated sediment from the bottom of the outlet structure,
in the pond. If the depth is reduced to 75% of original
•
4) CONSTRUCT A 20-FT TRANSITION SECTION FROM THE DIVERSION CHANNEL TO
THE SPREADER.
B. Check the pond depth at various points
to least design depth.
. . . . . . STABILIZED
•design
DEPTH OF
BLEND SMOOTHL Y TO THE WIDTH AND D
nt will be removed at
depth, sediment
. . . . . . . . . SLOPE
• . . . . • . • . .
5) DISPERSE RUN OFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED
SUMMER
(MAY TO AUG. 15)
STABLE . . . . . .
.
SLOPE NOT TO EXCEED 10%. MAKE SURE THE SLOPE IS SUFFICIENTLY SMOOTH TO
V. General
A. Mow the side slopes according to the season.
UNDISTURBE . . • • •
D . . . . . . •
OUTLET. •
KEEP FLOW FROM CONCENTRATING.
THE
be 6.
6) IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRIATELY SEED AND MULCH
SUDAN OR SORGHUM
40-50 1 X X X
Maximum gross height will
The is designed to d raw down the and In 2-5 days. If the dr awdown is not accomplished
... . • . . .
. . • . . • . • .
ENTIRE DISTURBED AREA OF THE SPREADER.
HYBRIDS
MILLET (BROWN TOP) 40 X X
B. orifice
in that time, the system may be clogged. The source of the clogging must be found and eliminated,
"WO 01;:.!.
. . . . . . . . . . . . . . . . . .. •
WEEPING LOVEGRASS 4-6 0.2 X X X
ys ust be kept in good working order.
C. All components of the detention pond s tom m
MAKIIENANCIS
'0
ISOMETRIC VIEW
INSPECT LEVEL SPREADERS AFTER EVERY RAINFALL UNTIL VEGETATION IS
TO SCALE)
ESTABLISHED, AND PROMPTLY MAKE NEEDED REPAIRS. AFTER THE AREA HAS BEEN
STABILIZED MAKE PERIODIC INSPECTIONS AN D KEEP VEGETATION IN A HEALTHY,
LATE SUMMER-LATE FALL
(DETAIL NOT
,
(AUG. 15 TO NOV.)
VIGOROUS CONDITION.
TABLE 6.40A
MINIMUM DIMENSIONS FOR LEVEL
ANNUAL RYEGRASS 35-45 X X X X
SPREADER
RYE 110-150 3 X X X X
OATS (BEFORE OCT. 1 95-125 2 Y2 X X X
DESIGN FLOW
DEP N WIDTH LEND
MEAT (AFTER OCT. 1� 100-180 3 X X
75-135 2
RISER FL"J%ETAIL
CPS
0-10
-10
MINIMUM DIMENSIONS
IN FEET,---
3
3
10
ZV
SMALL GRAIN
10-20
16
0.6
AND
RYEGRASS 20 1/2
TRASH RACK NTH
20-30
24 J
0.7
-1
TI-VORTEX PLA TE
0 ZA � 10,
A,
19,
I
1 TOP OF BERM
177!a
1
FT[11
SPILLWAY ELEVATION
BOTTOM OF BASA
SCALE: 1"=10' HORIZONTAL
1"=1' VERTICAL
A
SPILLWAY HEIGH
PLUS
1 " FREEBOARD

F
2
r
€'

Alw I
Cl #247
n o
t
m
pm
VIGM5 CONDITION,
2T/AC,
lbo/720
ALJX IMF _qkw L A6 m JL
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
I
STORM
MULCH
SMALL GRAIN
I JATJ b3 Fogg! �_�l
N90 A
i V
1-1/2T/AC.
180MIN
OR TO
------
EMULSIFIED TACK
225
6AL./AC,
BOT
[0tj OF RIP W_
V.
RIP RAP
I STAPLES PER So 'jl).
Lu 17-
Lu
r4
TEMPORARY 5EEQlN6
CHART
VARIES-t-t-VARIE5
WITH
FOR BLANKETS WITH THE OPTIONAL
NORTH AMERICAN GREEN DOT SYSTEM
FOR BLANKETS HI TH THE OPTIONAL
NORTH AMERICAN GREEN DOT SYSTEM
FOR BLANKETS WITH THE OPTIONAL
PLACE STAPLES/STAKES THROUGH
PLACE STAPLES /STAKES THROUGH
NORTH AMERICAN GREEN DOT 5YSTEM
f! a [d
FAI
, amw LINN,
N-2 We Wc 016314,02 irml
IT
I-
Qj
N 04 rn
In
m-gan"=
Isla imm sail pug zo
NIP rf-")
'All
18 MIN OR TO
BOTTOM OF RI P RAP
m
- 12 "-.-
( 30 cm)
--2"-5" 1
(5cm-12.5m) b
(15
.................
B
3"
7j
...........
..... .....
.... ... . .... ......
..........
I. PREPARE 501L BEFORE INSTALLING BLANKETS, INCLUDING MY NECESSARY APPLICATION OF LINE, FERTILIZER AND SEED,
NOTE; WHEN USING, CELL-0-SEED DID NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER S(DE DOM,
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' 115cm) DEEP X b' (154m) WIDE TRENCH WITH
APPROXIMATELY 12" (3&m) OF'BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET HI
A ROW OF STAPLE5/5TAKE5 APPROXIMATELY 127 15Mm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL AND COMPACT THE
TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30cm) PORTION OF BLANKET BACK
OVER SEED MP COMPACTED SOIL, SECURE BLANKET OVER COMPACTED 501L WITH A ROW OF STAPLES/STAKE5 SPACED
APPROXIMATELY 12' (306m) APART ACRO55 THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE, BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IP
APPROPRIATE LOCATIONS AS SHOW IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STApLES/STAKE5
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDIN6 TO THE APPROPRIATE STAPLE PATTERN,
4. THE EDGE5 OF PARALLEL BLANKETS KJ5T BE STAPLED WITH APPROXIMATELY T-5 (5cm-12,5cm) OVERLAP DEPENDING ON
BLANKET TYPE, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPIN6 BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOlU5LY INSTALLED BLANKET,
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE KJST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3'
(7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12' (30Xm) APART ACROSS ENTIRE BLANKET WIDTH,
NOTE:
*IN L005E 501L GONDITION5, THE USE OF STAPLE OR STAKE LEN6TH5 GREATER THAN 6 (15rm) MAY BE NECE55ART TO
PROPERLY SECURE THE BLANKETS,
STAPLE PATTERN u'u'IDE
b.5' AND 6. b7' ROLL WIDTHS ONLY
4:1 SLOPES 3:1 SLOPES 2:1 STEEPER SLOPES
*2" -S' ( Sal- -2 -5' ( 5CM-- >2" -5
12 5CM) 12. 5CM) 5CI'l- 12. 5CM�
ID 'o' lb
2' (O� bl�n
3' 0. 911D SEAM 3' 0.9111 , -5EAI,l 4'
1 1 2111 --SEAI-I
.
6' STITCH 6' STITCH ST I TCH
1.8111) L
3.5'
1, 6" 10, 511 OM)
3. 3'
L I ME
DETENTION
I NSPEC T I QN5 AND KEEP VEGETAT I ON INA HEALTHY,
VIGM5 CONDITION,
2T/AC,
lbo/720
ALJX IMF _qkw L A6 m JL
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
I
STORM
MULCH
SMALL GRAIN
I JATJ b3 Fogg! �_�l
N90 A
i V
1-1/2T/AC.
t. .4 i1'011111'�" 04%
a ri
-
------
EMULSIFIED TACK
225
6AL./AC,
0.7 STAPLES PER 50. TI),
0, 8 STAPLES PEP, 50. M)
1.15 STAPLES PER 50� �D.
1 1,35 STAPLES PER SQ. M)
I STAPLES PER So 'jl).
2, 0 STAPLES PER 50, 111)
TEMPORARY 5EEQlN6
CHART
FOR BLANKETS WITH THE OPTIONAL
NORTH AMERICAN GREEN DOT SYSTEM
FOR BLANKETS HI TH THE OPTIONAL
NORTH AMERICAN GREEN DOT SYSTEM
FOR BLANKETS WITH THE OPTIONAL
PLACE STAPLES/STAKES THROUGH
PLACE STAPLES /STAKES THROUGH
NORTH AMERICAN GREEN DOT 5YSTEM
EACH OF THE BLUE COLORED DOTS.
EACH OF THE RED COLORED DOTS.
PLACE 5TAPLES/5TAKE5 THROUGH
5EEDINC7RATE
0
>
EACH OF THE GREEN COLORED DOTS,
LATE WINTER-5PRI NG
POUNDS PER
z
m
z
m
MEDIUM /HIGH FLOW CHANNELS
HIGH FLOW CHANNELS E SHORELINE
( FEB. -MAY)
ACRE 1, 000 50. FT.
12" -5'
*2" -5"
x
x
5CM- 11 5CM)
ja AM
w w SEAM
5CM- 12. 5CM)
ah
al
/ /7'!'/
ANNUAL RYE SS
RYE
40-50 1
110-150 3
x x
x x
x
x
2' (0.6M) 5T ITCH
0. 25M)
-
SPRING OATS
95-125
3
x
x
x
x
41
SMALL CRAIN
80-110
2
1.2
1. 2M) SEAM
AND
20"
10' (a 25" 1 TCH
Ll
ANNUAL LE5PEVEZA
25
Y2
x
x
0 41
40 1. OM)
f-� 2C 0. 5M)
:' f
SUMMER
(MAY TO AUC7. 15)
1. 01`0
NORTH MIER I CAN GREEN
PM WORM0
EROSION CONTROL PRODUCTS
SUDAN OR SOR6HUM
APPROVM
mk At6
GUARANTEED SOLUTIONS
HYBRIDS
MILLET (BROW TOP)
40-50
40
1
1
x
x
x
x
x
I -
EkWNMM WE
WATER DATE
AM
w - -
J9-p 3.4 STAPLES PER 50. TD.
6#Wg ( 4. 1 STAPLES PER 50. 11
ASL
w w 0 *
3� 75 STAPLES PER SG. TD.
(4.5 STAPLES PER 50. It
14049 HIGHWAY 41 NORTH
EVANSVILLE, IN 47-125
USA 1-800-772-2040
WEEPIN& LOVEGRA55
4-6
0.2
x
x
x
6MRM
TWAMATO - - - DRE
FOR BLANKETS WITH THE OPTIONAL
FOR BLANKETS WITH THE 0PTICI\IAL
WWW, NA6REEN. COM
DATE
NORTH AMERICAN GREEN DOT SYSTEM
NORTH AMERICANz.GREEN DOT SYSTEM
PLACE 5TAPLE5/5TAKE5 THROUGH
PLACE STAPLES/5TAKESJHROU&
LATE SUMMER-LATE FALL
EACH OF THE WHITE COLORED DOTS.
EACH OF THE YELLOW COLORED DOTS.
I AUG. 15 TO NOT)
x
#LOCATI ON OF SEAM STITCH
1-41 LL VARY DEPENDING ON NORTH AMERICAN
GREEN PRODUCT TYPE:
ANNUAL RYE 55
35-45 1
x x
x
RYE
110-150
3
x
x
x
x
OATS (BEFORE OCT, 1)
95-125
2 Y2
x
x
x
WHEAT( AFTER OCT. 1)
100-180
3
x
x
6' ml N.
01:1!z
. I WPIA
�j
Fill I'MRIJ,
DETENTION
I NSPEC T I QN5 AND KEEP VEGETAT I ON INA HEALTHY,
VIGM5 CONDITION,
lbo/720
ALJX IMF _qkw L A6 m JL
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
I
STORM
WATER
MANAGEMENT
I JATJ b3 Fogg! �_�l
N90 A
i V
L
t. .4 i1'011111'�" 04%
a ri
DRELEASED FOR CONSTRUCTION
DETENTION
BASIN
lbo/720
ALJX IMF _qkw L A6 m JL
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
I
DRELEASED FOR CONSTRUCTION

POND ACCE55-E-A
EASE TS
t4
1\2 5 Nrc P. C: �'r
1 2 b
1 28
N
1 \2 4
0
A
a v\
0
29
SEA NCDOT
I �\ H G
HEAD \\
'\ HIA 150 W?LL DETA I L
838. 21 ON
SHEL�T 21
SEE FE5-- DE-T-A I L
OONI) EA4MEN
9 9
Ho 140 FESIII DETAI L 50'--Kl DE
5TREAH --[3U.FfER
I
Fi \LAND PROJECTS\RHEIN INTERESTS\ 1,396-028. 001 RHEIN - BRIC+,TLEAF - DURHAM"Ill.001,15TRUCT I ON\TRALT I \PHAI 1. 2 t 3\3RD SLIBMI TT&\ CON-1998028-24-51,tP. Q145 , Lk t 07, 2005 - 10- 18 AM , BEN
r7kWAL RYEf.kAl
RYE
SPRING OATS
SMALL GRAIN
AND
ANNUAL LE5PEDEZA
SUMMER
( MAY TO Al 15)
1 -7 0 r 4 1 LTA
497i
25 Y2
40-50 1
40 1
4-6 0.2
ANNUAL RYE6,RASS
35-45
1
RYE
I 10- 150
3
OATS BEFORE XT, 1)
q5-125
2 Y2
WEAT (AFTER OCT, 1)
100-180
3
SMALL GRA I N
75-135
2
AND
RYEGRASS
20
Y2
FAID
X XIxxlx
X
X
0�
-Iij AIIW�
z
- -12°-
( 50 cm;
5cm- 12, 5cm)
6"
15 CIO
A A—
s9111;; A1-3;;;Rw10 "I paw#
I. 8m) ( 1. 8m) 4 T
1, Om) --- 1, 6' (0. 5M ( 1. OM)
( 5. 3'
1 OM)
7]
HIC U
. P"I'l 4 STAPLES PER 50. TD.
fft (4.1 5TAPLE5 PER 50. M)
TE FOR BLANKETS WITH THE OPTIONAL
NORTH AMERICAN GREEN DOT 5Y5TEM
PLACE 5TAPLE5/5TAKE5 THROUGH
EACH OF THE WHITE COLORED DOTS.
11 0 0 11
I. 15 STAPLES PER 50, YD,
1. 35 STAPLES PER 50. M)
FOR BLANKETS WITH THE OPTIONAL
NORTH AMERICAN GREEN DOT 5TSTEM
PLACE 5TAPLES/STAKES THROUGH
EACH OF THE RED COLORED DOTS.
HIGH FLOW CHANNELS SHORELINE
1,2' -5"
5CM- 12, 5CM)
H
1, 7 STAPLES PER 50. YD.
2. 0 STAPLES PER 50, NO
FOR BLANKETS WITH THE OPTIONAL
NORTH AMERICAN GREEN DOT SYSTEM
PLACE STAPLES /STAKES THROUGH
EACH OF THE GREEN COLORED DOTS.
6111111 ''-"m) NORTH AMER I CAN ("REEK
EROSION CONTROL PRODUCTS
GUARANTEED SOLUTIONS
14649 HIGHWAY 41 NORTH
5.75 5TAPLES PER SQ. TD. EVANSVILLE, 11\1 47725
( 4.5 STAPLES PER 50. M) USA 1-800-772-2040
FOR BLANKETS WITH THE OPTIONAL WHW, NAGREEN. COM
NORTH AMERICAN GREEN DOT SYSTEM
PLACE STAPLES/STAKES THROUGH
EACH OF THE YELLOW COLORED DOTS.
*LOCATION OF SEAM STITCH WILL VARY DEPENDING ON NORTH AMERICAN GREEN PRODUCT TYPE:
......... ..........
VEGETATED ..... -11 ......
DIVERSION TRANSITION
0 GRADE
�i// . ««
..... ......
............
. . . . . . . .....
........... ........ ......
.. ...............................
111 A .7121 -tl IIII 411tklm�=
AW4
J
5ECT I ON A- A
OIA CHANNEL GRADE — f—A
MAXIMUM GRADE OF 1% FOR A
TRANSITION OF 15' MINIMUM
STORM WATER MANAGEMENT
DETENTION BA51N FE5 150/210/140
DIVERSION OR DIKE `
PLAN
L
6 MI N.
PRIEST,CRAVEN & Assok`HATES,1Nk--. . . . . . .
LAND USE CONSULTANTS PLANNERS / LANDSCAPE DESIGNERS / SURVEYORS / ENGINEERS
3803 - B Computer Drive, Suite 104 Raleigh, N.C. 27609. Phone [phone]. Fax 919 / 782-1288 Email [e-mail]
4Q1fiW6Wi6IdQ9mkW&RELEA5EI) FOR WN5TRUCTI

Sedimentation and Erosion Control (S&E) Enforcement and Construction Sequence
Enforcement Note 1. Failure to explicitly follow this construction sequence may result in
local enforcement actions, including but not limited to civil penalties to $5000 per
violation per day, injunctive relief;j criminal pendties,,aii0ooqukt,revocation.
Additionally, off - site sedimentation may result in restoration requirements. Beyond these
local enforcement remedies, violation of plan requirements is subject to enforcement by
the NCDENR and USEPA.
Enforcement Note 2. if the Durham I County S&E staff determine excessive sediment,
I I
may be leaving the site based upodiei.ther off -site sedimentation, excessive turbidity in
i ed sedimentation and erosion control
the discharge, or any potential risk a revised
plan may be required2 with associated requirements for additional S&E measures.
initial Measures, Clearing, Cfrubbing, and Grading. stamped on the
1. Obtain an Approved Erosion Control Plan. This plan will be
'lower left comer of the cover sheet, "Approved -Durham County Erosion
Control" with an approval date.
2. Obtain all other re ate and Local approvals and permits,
required Federal, State,
inclu ding Durham City or Durham county Infrastructure Construction Drawing
Approvals.
3. install tree protection fencing in accordance with the approved Erosion Control
Plan and approved Site Plan'
4. Inspect tree fence and submit a7rree Protection Fencing CalificutiOn" form to
Durham County S & E offi6e, fax: [phone].
S. Call Durham County S&E-of ' floe for inspection of tree fence installation,
(919)56&0735. If a re-insp4ctlon is necessary due to incorrect installation,
a re-inspection fee will be assessed.
6. Install S&E Inspection box., Place approved S&E plan, NPDES NCGO 10000
permit, and inspection notebook in the box.. install the rain gauge on the back of
the post holding the S&E Inspection box. S&E inspections are required at least
weekly and after each 1/2" rainfall, (If discharge is within New Hope Creek
Watershed,' inspections are . required at least twice per week and after each V2
rainfall,) The S&E inspections shall be recorded and maintained in the inspection
notebook. If a sedimentatioA and erosion control measure has failed, repair
4
immediately and contact the 'Durham County' S&J� office -by phone *Athin 24
-
hours, and in writing withi4,5 days. Records of thest .notifications must be made
and maintained in the inspe6tion notebook, It is stongly recommended that the
S&E measures be inspected every•workday.
7. Schedule and hold a pre - eqnstruction conference prior to beginning any land-
disturbing hictivities. This conference should be attended by a representative of
the Financially &spon1siblq party, the general contractor, grading sub -contractor.,
erosion control sub - contractor, . and the Durham County S&E office. Contaet the
Durham County S&E office (919) 560 - 0735 to ensure representation by the
technician for that project.
Obtain Land-Disturbing Perdliti and post the permit in the S&E inspection box.
9°' install Construction Egress/Exit.
10. install off-site witor diversion Pipes, diversion ditches with reinforcement matting
as specified, and outlet velocity dissipators. Remove ONLY the trees and
groundeover necessary to install the off -site diversion pipes, ditches and berms.
it. Install sediment traps/basins, diversion ditches, silt fences, check dams, avid other
initial erosion control measKes, as specified in the Phase I plan. Remove ONLY
trees and ground cover nece4sary.to install these devices.
12. If a stockpile is necessary due ue to excavation of the sediment, trap/basin, place a
I
double row of silt fence l0feet apart at the limits of the stockpile area shown on
this plan. Trees and ground6ver may be removed only as necessary for this
stockpile.
13. Install ALL Phase I erosiori.control measures prior to the removal of any
additional trees or ground cover. Stabilize the inlets into all sediment traps and
basins.
14. Provide temporary groundcover in the diversion ditches, and sediment
traps/basins within 3 days Of completing excavation.
15. Inspect erosion control measures, including the temporary cover, and submit
"ICertificate of S&E installation " to Durham County S&E Office, fax:
[phone].
16. Call Durham county S&E office for inspection of erosion control measures,
1
( ect to re-insp919)560-0735 If are -inspection is necessary due to incorrect installation, the
project is subje6fion fees and enforc4mpn t action.
17. After inspection, Post the &rtificate of S&E'lAtallhtion in the S&E, Inspection
Box. with Phase I of the
18. Begin clearing, grubbing an I d grading of site in accordance
. approved $&H plan
19. Provide all disturbed areas with ground cover within 21 Calendar Days after
completion of any phase of 'clearing, grubbing or grading. The seeding, seedbed
preparation, mulch and/or roiled erosion control product installation must be in
accordance with the seeding'Achodule provided in this S&E plan. Seed tags from
A seeding operations must be retained and placed in the inspection box.
20. If the erosion control plan requires I lukes the use of flocculants submit a soil sample
.
(from the subsoil in th 6 area to be graded) to APS, 519 Industrial Drive,
Woodstock, CIA 30189 in accordance with their procedures as described on their
website, www.siltst0P-c0m Place a copy of their recommendation in the
inspection notebook. The only-flocculants that may be used are fisted on the
following website-. http://h2o.enr.state.ne. us/ws/PAMS list.htm. Flocculants may
6nty be used as prescribed ofil the website, and may not be used unless used before
a sediment trap or basin. Improper use of flocculaIIits may result in enforcement
actions and restoration requi;ements by either the local, state or federal
ust be retained and stored in the S&E
authorities. Flocculant log label m
inspection box.
Phase 11 infrastructure Installation
21. Install stormwat ' er piping. Ensure all stormw ater inlets are protected prior to rain
events and at the end of each work day.
installed immediately
ds nsta,
22, Ensure all stormwater piping velocity dissipater Pa are i
'following installation of a'discharging section of pipe.
.23, At the conclusion of Phase 1.1, permanent gioundcover in accordance with the
seeding schedule in the S&E plan must be provided. All seed tags must be
retained in the S&E Inspection box,
Phase.111 Subdivision Building Lots
24. All building lots must have S&E measures installed in accordance with the
building lot measures provided in this plan'prior tp any building actiyities. If a
f than 1�a;W.Scpare feet of land -
single builder has a cumulative total o more
ty within this subdivision at one time, then e builder must
-
disturbing activity for the building lots, unless the.developer has
obtain a land- disturbing Perini this specific purpose. Additionally, the
maintained a land - disturbing permit for
builder is responsible for ensuring any individual lot tree protection fencing
requirements are maintained
25, if a single builder has a on
ative total of more than I acre of land-disturbing
activity within. this subdivisi4n at one time, then the builder must ensure S&E
a R %1 6
inspections are completed atjeast weekly and after each 1 1 rainfall. Copies f
I
these inspections shall be maintained in the inspection notebook.
26.' At the conclusion of building or if land• disturbing activity is stopped for more
than 21 consecutive calendar days, permanent vegetative cover shall be installed,
in accordance with this S&E plan.
27. After permanent cover is established, the builder shall submit a Certificate of
S&E Completion to the Durham County S&E office, fax number (919)560 -0740
and shall remove the temporary sedimentation control devices located on the
property.
Phase TV Subd !vislon Buil6ut and CityAcceptance
subdivision build -out 28, Until Is complete and the City has accepted the
infrastructure, the developeriretains the responsibility for maintaining the S&E
devices located within the subdivision infrastructure, including curb inlet
protection, sediment traps andgedlment basins. Additionally, the developer
retains responsibility for en; wring S&E inspections are completed at least weekly
and after each W, rainfall for these devices.
29, After subdivision build -out is complete and the City has accepted the
infrastructure, inspect the, site to ensure final erosion stabilization is complete. if
final erosion stabilization has been achieved, submit a Certificate of S&E
Completion to the Durham County S&E Office, fax number [phone], and
contact the Durham County S&E office for a final inspection.
30. After the Durham County S&E office approves the permanent stabilization
ve cover in
erosion control measured and install veget#ti
remove all
these areas immediately. if due to incomplete or a re-inspection is necessary - inspection fees and
incorrect permanent measures, the project is subject to re
enforcement action.
57ANDARD PETAL po5r5 T -0 1 N GWUNU
fiAR.?WhRC1 WI RE
EXTENDS F0
TOP OF BOX
#57 WASHED 5T04F BEDDING MATERIAL.
5 r:: E) i m LN-T - B-A-5-1 _N_ Nu -Rr--A-c -E -A R -F- A (, -AL re u L A T 10 N 5 SURFACE
*aSURFACE DI MENS I CN5 AREA VELOG I TY 0 155 1 PATER PAD
TOT, DM6, INTENSITY COW051TE FLOW AREA PROV 0 PROY D I
BAS 114 010 REGI D SEE PLAN5 FOR DIMEN51 ONS
ID AREA 10 YEAR) 1C r1r_S 5F FT 5F
ff, IN / HR
---
122
�-PROPOSED GRADE
44.50
19,364
107
W X 20a L X 2,0
0 20l Llk
cil I--,
15, 4
ONE JOINT OF PIPE TO
'a. MIN, DROP
IF FOSWLE
170
1, 17b
"E0 END SMON REmnpi AT SAME SZE
W X W L X 2, Cy
0 1,200
CLASS I RIP RAP
2 O. 15
7,22
0,50
00HISTRUOr & OX SLOPE
4703
16
I
D 512
C7000CDOCJ=OC)
O
5 0.51
CSI VERSION SWALE INSTALL AT CI-EARING LIMITS
PIPE/FES TO BE CONMWM AT 10%
SEE DETAIL)
SEEDINC7 SCHEDULE ( PER DURHAM 501 L ANC) WATER DI STRICT)
NOT TO 'SCALE
TREE PROTECTION FENr_I NG
57D. 20.00
I LTERK-BA-5-1AL-5
SILT FENCE AND TREE PROTECTION 1 =ENCIN6.
DIMENSIONS
PROVIDED
SPILLWAY
DRAINAGE
N OTE:
ONE FOOT HIGH BAFFLE WALL TO
SPILLWAY
eouom BASIN
ELEV.
-RIP RAP APRON DESIGN
13E CONSTRUCTED IN MANHOLE
L y, W X DEPTH
VOL UME
@ SEEP BERMS:
INVERT, ONLY IF VERTICAL DROP
ELEV,
ELEV.
FT
(PER NEW yopK DEPARTMENT Of TRANSPORIATION,
IN PIPE ENTERING MANHOLE
CF
FT
DIVISION OF DESIGN AND CONSTRUCTION, 1971).
BF'ACHIFVED.
Ar,
FT
ZONE 1 15" - 18" DIA. plpE AT b FPS
-CANNOT
5r, I mim 5.10
9180
LENGTH = 4 x D•
40, 0130
(00
15� 4
0.78
WIDTH = L x 0.4 D.
36b.00
356.50
30100
5%, 50
2' 0,45
ZONE 2 24" - 66" DIA.'PIPE AT 5 -FPS
80 X 15 X 2
2, 400
.10
10
LENGTH = 6 X O-
382,00
380.50
378,50
WIDTH = L - 0.4 + D
558
32, Y, ib X 2
1,024
ZONE 3 72" AND LARGER
UNDER LOCAL CONDITI ON
70 OPTIMUM SEASON FOR IDESIRED
LENGTH = 8 x D.
W = L X 0,4 + D.
IN HEIGHT BEFORE MOWIN6, OTHERK15E
NOTE; ALL OTHERS DESIGNED PER ARMY CORP.
5K I MMER BAS I N
41
OF ENGINEERS SPREAD SHEET - SEE DETAIL
57ANDARD PETAL po5r5 T -0 1 N GWUNU
fiAR.?WhRC1 WI RE
EXTENDS F0
TOP OF BOX
#57 WASHED 5T04F BEDDING MATERIAL.
5 r:: E) i m LN-T - B-A-5-1 _N_ Nu -Rr--A-c -E -A R -F- A (, -AL re u L A T 10 N 5 SURFACE
*aSURFACE DI MENS I CN5 AREA VELOG I TY 0 155 1 PATER PAD
TOT, DM6, INTENSITY COW051TE FLOW AREA PROV 0 PROY D I
BAS 114 010 REGI D SEE PLAN5 FOR DIMEN51 ONS
ID AREA 10 YEAR) 1C r1r_S 5F FT 5F
ff, IN / HR
---
122
0,40
44.50
19,364
107
W X 20a L X 2,0
0 20l Llk
cil I--,
15, 4
7.22
0.48
170
1, 17b
15,
W X W L X 2, Cy
0 1,200
(7j C7 Do Not Enter L
2 O. 15
7,22
0,50
1,10
4703
16
W X 52 L X 2, (7
D 512
C7000CDOCJ=OC)
O
5 0.51
CSI VERSION SWALE INSTALL AT CI-EARING LIMITS
TO "HOG WIRE"
SEE DETAIL)
SEEDINC7 SCHEDULE ( PER DURHAM 501 L ANC) WATER DI STRICT)
NOT TO 'SCALE
TREE PROTECTION FENr_I NG
PERMANENT _SEEDING -
EKt:), WI ILtiF;5_ �5LQPE5 (MAX -3; 1)
I LTERK-BA-5-1AL-5
SILT FENCE AND TREE PROTECTION 1 =ENCIN6.
DIMENSIONS
PROVIDED
SPILLWAY
DRAINAGE
TOP OF EERM
SPILLWAY
eouom BASIN
ELEV.
BASIN , pISTURBED
AREA
REGIIJIRED
VOLUME
L y, W X DEPTH
VOL UME
W1 7TH
AREA
ELEV,
ELEV.
FT
Fr
ID
AC
CF
FT
ff
FT
Ar,
FT
200 1_$5 /ACRE
5r, I mim 5.10
9180
200 X too X 2
40, 0130
(00
15� 4
0.78
367.80
360.00
36b.00
356.50
30100
5%, 50
2' 0,45
702
80 X 15 X 2
2, 400
.10
10
0,31
382,00
380.50
378,50
5 0.31
558
32, Y, ib X 2
1,024
T 6,10 ACRES
OT& DENUDED ARtA
UNDER LOCAL CONDITI ON
70 OPTIMUM SEASON FOR IDESIRED
+KuRSE CROP/TEMPORAIRY -O SFFE) ACCOWING
,
PERKANLNT VEGET?J1 ON. DNOT ALLOW TEMPORARY COVER TO GROW OVER 12'
FESCUE MAY BE 5HA[)57 OUT,
IN HEIGHT BEFORE MOWIN6, OTHERK15E
5K I MMER BAS I N
41
SK I HIER 51 ZE - 2'
ORIFICE SIZE = 2'
BE PURL W6FQ,T_
CM RaEN FAIRCLoTN'OR,FWIYALENT.
•
SKIMOER5 TO
GENEKAL EK0510N C,0NTK0L_ INOTE5
I , ALL LAND DI 5TLJR131 N6 . ACT I V I T I F5 SHALL F3E CONDUCTED IN ACCORDANCE WITH COUNTY OF DURHAM
STANDARDS.
2, THE TOTAL. D15TURBED ARFA 15 6.70 AGRES. MA�NTAINEr) IN PROPER WopmiN,6 CONDITIONS
3• ALL TEMPORARY EROSION CONTOL MEASURES SHALL BE
DURING THE PERIOD OF •ON5TRUCTION. SEDIMENT
4. FOR'ALL EROSION CONTROL- DEVICES LOCATED OUTSHIDE ROAD RIGHT OF HAY,TF-MHORARY
EASEMENTS SHALL BE ESTABLISHED UN . FIL STABILIZATION OF DENUDED AREA,
5, 5TORMWATER FLOW IN ALL INTERNAL PROJECT SWAI-ES SHALL BE UNDER 4 FPS, THE SWALES WILL
HAVE A MINIMILIM 3' BOTTOM WIDTH WITH SIDE SLOPES OF -3; 1 MAX AND BE GRASSED WITH A FESCUE -
BASED LAWN-
5EEPINIG-7 PREPARATION
1. CJHI.5EL COMPACTED AREAS AMD SPREAD TOPSOIL 5 INCHES DEEP OVER
ADVERSE 501L CONDITIONS, IF AVAILABI-E..
2, RIP THE ENTIRE AREA To,b INCHES DEPTH. NC7
5. REMOVE ALL LOOSE Ror_r�, ROOTS, AND OTHER 065TRUCTION5 LEAVI
SURFACE REASONABLY SMOOTH AND UNIFORM.
4, APPLY ACRICULTURAL LIME. FERTILIZER, AND SUPERPHOSPHATE
UNIFORMILY AND MIX WITH 501L (SEE BELOW0. ' LY
5. CONTINUE TA LLA6E UNT -IL ik WELL - PULVERIZED, FIRM, REA50MAB
UNIFORM PREPARED A TO 6 INCHES DEEP.
,M SEp[)BF[) 15 PREP
SEEDION C EA QUFRIPESMHELNT Y OPR RE CPUARI[ PSAECK ED ABFETD ER AN 5D F FCODVFNOR,TIGHTLT WITH
7. MULCH IMMEDIATELY AFTER SEEDINO AND ANCHOR ARA-11,
I a I-IPIX. FFAC I NG
SIGN P6 PER C. 0. D�
SIGN PLACEL) EVERY 75' OR
BY I N51'ErTOP,
AND MAKE NECESSARY REPAIRS OR
ROST
8, INSPECT ALL SEEDED AREAS
RESEED I Nr_7S W I T H I N THE PLANT I NO SEASON. I F POSS I E3L-E I F 51-AND
REU5TABL15H FOLLOWING 6RIOINAL
TENAX BEACON 5AFrTT
cil I--,
AVER bO% PAMA6EP, A
SHOULD BE EEDING RATES.
LIME, FERTILIZER AND S
AND
FENCE - FLUORESCENT
ON CONTROL LESEND
I- TREATMENT
q. CONSULT CONSEIRVATION INSPECTOR ON MAINTENANC_
AFTER PERMANENT COVER 15 ESTABLISHED,
ORANGE TYPICAL
M= Tree Frotm,lon Arse
A! I'
STANDARD TEMPORARY
(7j C7 Do Not Enter L
SCHEDULE FOR 51 ZE
F: I L TER BA51 N/ R00'- E)AM. SEE SC-HEL
C_
HOOK fENCIN0 TO PKfFORNEU
_)
(773 CD
SOLID GROUND
PERSPECTIVE VIEW
CHANNELS ON STEEL POST5
C7000CDOCJ=OC)
O
7. MULCH IMMEDIATELY AFTER SEEDINO AND ANCHOR ARA-11,
FOLDED
JUTE FABRIC FOLDED
AND MAKE NECESSARY REPAIRS OR
ROST
8, INSPECT ALL SEEDED AREAS
RESEED I Nr_7S W I T H I N THE PLANT I NO SEASON. I F POSS I E3L-E I F 51-AND
REU5TABL15H FOLLOWING 6RIOINAL
HORIZONTAL POST
AVER bO% PAMA6EP, A
SHOULD BE EEDING RATES.
LIME, FERTILIZER AND S
AND
ER051
ON CONTROL LESEND
I- TREATMENT
q. CONSULT CONSEIRVATION INSPECTOR ON MAINTENANC_
AFTER PERMANENT COVER 15 ESTABLISHED,
SILT FENCE SEE DETAIL)
FERTILIZATION
6'X6" TRENCH---�
STANDARD TEMPORARY
o APPLY! AGRICULTURAL LIMESTONE - 2 TONS/ACRE 000 L B5. /ACRE
10- 10 ANAL YS 15 A7, E500-
SCHEDULE FOR 51 ZE
F: I L TER BA51 N/ R00'- E)AM. SEE SC-HEL
FERT I L. I ZFR 0- -,F,h05rHATE
SUPERPHOSPHATE L135.\ACRE OF 2M ANA, LY51S SUPER
5UPE, SMALL GRAIN STRAW /ACRE
SEE DETAIL)
MULCH 2 TONS (APPROX. 60 BALES)
TACK, WITH LIQUID ASPHALT AT 400 r7A1_LON5/A•RE-: OR
SOLID GROUND
PERSPECTIVE VIEW
SECTION AT OPENING
ANCHOR
EMULSI FED ASPHALT AT 500 CALL -ONS/Ar-RE
CSI VERSION SWALE INSTALL AT CI-EARING LIMITS
TO "HOG WIRE"
SEE DETAIL)
SEEDINC7 SCHEDULE ( PER DURHAM 501 L ANC) WATER DI STRICT)
NOT TO 'SCALE
TREE PROTECTION FENr_I NG
PERMANENT _SEEDING -
EKt:), WI ILtiF;5_ �5LQPE5 (MAX -3; 1)
SILT FENCE AND TREE PROTECTION 1 =ENCIN6.
PLANTING RATE
'TYPE
I.5 FT
NEEPS TO BE ONE L I NE OF EACH. No COME31 NAT I ON
DATE
200 LB5, /ACRE
AUG, 1-5 NOV, I TALL FESCUE 200 I-M. /ACRE
1.800 CU FT /ACRE
FENCE ALLOWED.
NOV. I- MAR. 1 TALL FESCUE CROP) 25 LEIS /ACRE
AND ABRUZZI RTE v(NUR51E, 20O-BS./ACRE
MAX
MAR, I- APR' 15 TALL - Fl�� MRMDAGIR 15L 155, /ACRE
r5.JUN. 50 HULLED ,65
0
vqi 7,E MESH H/ N/1\51l STONE NLET PROTECTION.,
APR.
2,' EARTH BERM 15HALL 13E ST 131L_ I ZED w/ SEEPI NIS
CROSS SECTION
PERMANENT SEEDING
51_01ff_S 2: 11 200 LP-5/AcPE
ACCORDINC7 TO TRIANGLE PEG! F1 CATI IONS.
GUTTERDUE)DY, REMOVE HIRE MESH, PAVE THEN INSTALL 6UTTEIRBUDDY, MIN.;
AUrv, 15-NOV, I TALL FESCUE 200 L86/1"CRE
OVERFILL 6'
tAt4E
NOV, I -MAR- I TAI-1- FE5CUF 25 LF35/ACRE
AND ABRUZZI RYE
SETTLED 21'
T P\
200 1_$5 /ACRE
MAR, I --JUNE I TALL FESCUE 15 LBS/ACRE
MAR. 15 -JUNE 30 HULLED COMMON EIERt"JL)AC7RA55 15 LB5/ ACRE
MAP, 15 -JUNE 30 HULLED Cal'VN BERMI)DA6RA55
TEMPQR-ARY, QEFI)Lb-C' 200 L55/ ACRE
dQ
JUNE I -SEPT, I TALL FF5GUE 35 LE35/ ACRE
AND BROWNTOP MILLET -(NURSE CROP) :3o L-Bs/ ACRE
OR 5096HUM-5UPAR HYDR105 9{ NUR5F_ CROP}
DENUDED AREA 01-- 5T S t UTILITIE5 4.2b ALOES
CONSULT CON5ERVATION ENGINEER OR SOIL C0A5ERVhTICq1I SERVICE TOR
OTHER ALTERNATIVES FOR VEOETATION
DENUDED AREA OF LOTS.!F 2, 44 ACRES
ADDITIONAL INFORMATION GGNC-SRN DO L-EL L
OF MNLIDEE) ARIE&5. THE ABOVE Vr6ETATI ON RATES ARE THOSE WHICH 5sil3LE-
5 OTHER SEEDING.RATE COMaINATICN5 ARE PO�
5.
T 6,10 ACRES
OT& DENUDED ARtA
UNDER LOCAL CONDITI ON
70 OPTIMUM SEASON FOR IDESIRED
+KuRSE CROP/TEMPORAIRY -O SFFE) ACCOWING
,
PERKANLNT VEGET?J1 ON. DNOT ALLOW TEMPORARY COVER TO GROW OVER 12'
FESCUE MAY BE 5HA[)57 OUT,
IN HEIGHT BEFORE MOWIN6, OTHERK15E
Ac kif-%Tr_n
In
TREE PROTECTION FENCAHr- NE�FE4(_E MU-5`T BE INSTALLED AND INSPECTED PRIOR To
I. PLACE FENCE AT C.RADIM&C.LeARIW6 LIMIT LI
ISSUANCE OF GRADING PERMIT, - . LC I 5T I NGt &RAd)E AROUND TREE OP 51 1 PP I N5
2, AT THE START OF GIZA01 NG I NVOLV I NG 1Hr )WER INC, CF L
C,= TOP501 L, A CLEAN. 5HARP. VERT � CAL CLIT SHALI - EE MADE AT THE ED&E OF THE TREE SAVE AREA AT THE
SAME TIME AS OTHER EROSION CONTROL h-_A5URE5 ARE INSTALLED. FARTHEST A14A'r FROM
THE TREE PROTECTION FENCING 51­!ALi W N5TAlI-ED ON THE 51M or THE CUT I
THE -VREE IP TRUK AND) 5HAL REMAIN IN PI-ACE UNTIL ALL CGNSTPUCTION T IN THE VIC.INITT OF THE TREES
OHLETE, N No 5 TORArE L OF MATERIALS, PI LL, OR EGUIPMENT ANE) No RESSPASSINO SHALL 13E TI
WITHIN THE WUNDART OF THE PROTECTED AREA,
TREE PROTECTION FENCING DETAI,L
_NQf TO SCALE
L_ 50' MIN, .1
IIIT� III` 10 FT MIN 0
0022' 0 V SLOPE MAX
0
FT au,
MAK FILL 0 , 0�
51 DG SLOPE 111 FIL FABRIC MAX NATURAL
5 F
MIN
MAINTENANCE
VNSPEGT TEMpoRltRr 5r-PINENT TRAF15 AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE 5EViM�RT AND pI-�TaRff TFkF TO IT5 0915ININI-
DI HEN51 ON5141EN THE 51EDI (` T HA5 ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, PLACE THE SEDIMENT THAT 15 REMOVED IN
A MSIC44ATFO DISP(AAL AIEAJAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
NC7. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY 1-0 ENSURE IT 15 A MINIMUM
CHECK THE STRUCTURE F A E FROM EROSION OR PIPI
ANY SETTLEMENT OF THE EMBANKMENT TO SLI.GHTLr ABOVE DEI-15H
FOR 0 6 -MBMr
OF 1,5 Fr BELOW THE 101, 1 rNT OF THE EMBANKMENT, IMMEDIATELY FILL
0 EV -EDIATEL
r,p,�,De. M,4T RIP RAP P15PLA EP FROM THE SPILLWAY MUST W REPLACED IHr _Y. DOkN5TREAM FROM THE TRAP IMMEVIATEL*r AFTER
5T,N5H_IZE THE EMBANKMENT, ID ALL r)IST1jREU13 AREAS ABOVE THE SEDIMENT POOL AND
coNsTRucri OR W1 TH SEE01 NC,.
19R#MEL -4 R-1 F-RAP 5A51 N/ OUTLET •
5T RM 51fkER­PIqE INSTALL PLrWOO AT THE INLET END OF THE RC_P
AT THE END OF EA(.H'HQW DAX-
PRrr55URF: TRf=_ATF1) 5TAKff- DRIVE STAKES TO PIN PLYWOM AGAINST PIPE OFENIN6
LEAST THE LOWER mAL-I= OF THE I INLET
PLY�,=D. m5T ;COVER AT ILE
Ey, -ER I OR GRADE PLYWOOD PAI LY I NLET PROTSICT I ON MTN L
3.1.2 The Gutterbuddy'i'shoul,d be cleaned if a visual
GutterbuddrSpecifitation inspection shows silt and debris build tip around
For Curb Gutter Storm Drains the Gutterbudd'y@-
1.0 Description 31.3 To remove the Cititterbuddy"', lift out of the opening.
1.1 This work shall consist of 411ishilig, placing, Rkailliahnng 3.1.4 The Gutterbudd)O is reusable. ,
ble. Once the CODStn
and rellioVin G d y t" I g the uKefbu sediment control device
P tion project is complete and it i . s no longer needed
as directed by the engineer and as shown on thf contract for sedi=4 control, TCMOVe , clean and store out of
drawings. The'GufterbuddY sediment control system the sunlight until needed On the next I project.
distributed by'
ACF Environn ental. Inc. 3. 1.5 PoDding is likely if sediment is not removed
2831 C,,arad 11 Road
re should be
regularly. InspectionofOutterbuddy'
Richmond, rh Ila '13234 - major rain
Phone: [phone] Far: 804- 743 -7779 on a regular basis and immediately after I n
rllumacferrviro mentaLcoln events •
FOLDED
JUTE FABRIC FOLDED
L
OVER HORIZONTAL
ROST
HORIZONTAL POST
FENCE AND JUTE, FABRIC-
BURIED IN TRENCH
CLASS 11 RIP RAP
6'X6" TRENCH---�
BACKFILLIED AND
COMPACTIF0
DRIVE STEEL FENCE POST AT LEAST I' NID
0
SOLID GROUND
PERSPECTIVE VIEW
SECTION AT OPENING
2, WOOD POSTS ARE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH F BRIG
TO "HOG WIRE"
GRAVEL 4 R1 ice® F I �TER BA51 N
NOT TO 'SCALE
5 FT
#57 STONE M I K-1
I.5 FT
1.800 CU FT /ACRE
5 FT
NOTES:
MAX
I. USE FOR DRAINAGE A
NOT EXCEED I,M6 5 F I VE)
2,' EARTH BERM 15HALL 13E ST 131L_ I ZED w/ SEEPI NIS
CROSS SECTION
F I I.-TER,
FABR I C
ACCORDINC7 TO TRIANGLE PEG! F1 CATI IONS.
5 USE CLEAN CGMPAGTC)R F-I L MATERIAL FOR EARTH B
OVERFILL 6'
DESIGN
FOR SETTLEMENT
SETTLED 21'
T P\
IIIT� III` 10 FT MIN 0
0022' 0 V SLOPE MAX
0
FT au,
MAK FILL 0 , 0�
51 DG SLOPE 111 FIL FABRIC MAX NATURAL
5 F
MIN
MAINTENANCE
VNSPEGT TEMpoRltRr 5r-PINENT TRAF15 AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE 5EViM�RT AND pI-�TaRff TFkF TO IT5 0915ININI-
DI HEN51 ON5141EN THE 51EDI (` T HA5 ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP, PLACE THE SEDIMENT THAT 15 REMOVED IN
A MSIC44ATFO DISP(AAL AIEAJAND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
NC7. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY 1-0 ENSURE IT 15 A MINIMUM
CHECK THE STRUCTURE F A E FROM EROSION OR PIPI
ANY SETTLEMENT OF THE EMBANKMENT TO SLI.GHTLr ABOVE DEI-15H
FOR 0 6 -MBMr
OF 1,5 Fr BELOW THE 101, 1 rNT OF THE EMBANKMENT, IMMEDIATELY FILL
0 EV -EDIATEL
r,p,�,De. M,4T RIP RAP P15PLA EP FROM THE SPILLWAY MUST W REPLACED IHr _Y. DOkN5TREAM FROM THE TRAP IMMEVIATEL*r AFTER
5T,N5H_IZE THE EMBANKMENT, ID ALL r)IST1jREU13 AREAS ABOVE THE SEDIMENT POOL AND
coNsTRucri OR W1 TH SEE01 NC,.
19R#MEL -4 R-1 F-RAP 5A51 N/ OUTLET •
5T RM 51fkER­PIqE INSTALL PLrWOO AT THE INLET END OF THE RC_P
AT THE END OF EA(.H'HQW DAX-
PRrr55URF: TRf=_ATF1) 5TAKff- DRIVE STAKES TO PIN PLYWOM AGAINST PIPE OFENIN6
LEAST THE LOWER mAL-I= OF THE I INLET
PLY�,=D. m5T ;COVER AT ILE
Ey, -ER I OR GRADE PLYWOOD PAI LY I NLET PROTSICT I ON MTN L
3.1.2 The Gutterbuddy'i'shoul,d be cleaned if a visual
GutterbuddrSpecifitation inspection shows silt and debris build tip around
For Curb Gutter Storm Drains the Gutterbudd'y@-
1.0 Description 31.3 To remove the Cititterbuddy"', lift out of the opening.
1.1 This work shall consist of 411ishilig, placing, Rkailliahnng 3.1.4 The Gutterbudd)O is reusable. ,
ble. Once the CODStn
and rellioVin G d y t" I g the uKefbu sediment control device
P tion project is complete and it i . s no longer needed
as directed by the engineer and as shown on thf contract for sedi=4 control, TCMOVe , clean and store out of
drawings. The'GufterbuddY sediment control system the sunlight until needed On the next I project.
distributed by'
ACF Environn ental. Inc. 3. 1.5 PoDding is likely if sediment is not removed
2831 C,,arad 11 Road
re should be
regularly. InspectionofOutterbuddy'
Richmond, rh Ila '13234 - major rain
Phone: [phone] Far: 804- 743 -7779 on a regular basis and immediately after I n
rllumacferrviro mentaLcoln events •

t
t

9
15. THE EMBAN101ENT FILL SHALL VE SLIGHTLY SLOPED T04W POWNSTREMI TO FROMME THE MAINACE OF WWACE &IATtK 15LIKINCY LLMbJRJE,1IUN,
r�# I6. THI SURFACE T 514ALL BE SLED OFF WITH A Sd�7 M DRUM ROLLER PRIOR, TO ANY f�LAY 5UCII A5 AT THE Ldp OF
THE H3% OR BEFORE A FORECASTED STOFft SCARIFY THE SI9DDTH SURFACE BEFORE PLACING THE NEXT LIFT,
} 17, ANT FILL IbiiERl AL THAT 15 FRtIZBI OR BY IRFAYGE WATER ICE SHALL PRIOR TO-THE PLACEMENT
OF THE NEXT LIFT. FICIw By�a55 Zone 2 Buffer Zone I Buffer
ANY COPtPACTION WITHIN THREE FEET FROM THE CONCRETE kU-S AND OTHER STRUCTURES SHALL BE PE OT A PORTABLE COWACTER I �--2o it I � 3o ft - I
' TO AVOID DAIV4E TO THE 5TRUGTURE, THE WIMUM LOOSE LIFT.TIiiGJ(NE$5 SHALL 4 ildf a +ice P1INI3�J17 G�i'ALTION SHA�.L 79 `JtrtaGtur& k elrlft7rG�c�
STANDARD PROGTf ACTEON TESTING IJGY SHALL SE AS OETI= RRfilllf 6 BY THE IGAL E�1G19 Vegetaied
Iq. FILL ADJACENT TO THE RI Alm PRINCIPAL SPILLWAY PIPE SHALL B'� 5A TILT LIPT5 ARE T1! aA LEVEL. ON WTH 510E5 THE STPd1GTU12E5.
t L. Swale
24. EARTH K cowACTim WITHIN S -FEET OF ANY STAILTURES SHALL BE A460,1PLINED SY WVG CF HAND TAHPERS, HANUALILY DIRECT'I p PMER TNIPM OR
i M v !� PLATE 4OWA47 OR N 111 ATUF� SELF - PROPELLED ROLLM. I f OI11 d.
} Watershed fi
I. 1, ;, I, m, ' + fy" 21. THE CONSTRUCTION SITE SHALL EV KEPT MY AT ALL TIM BY MANS OF TRENCHES, PIFP9 AND MY
r". a i I I +I y+ OR EWI FLEW THAT 15 ROWIMP.
22. MOI SEURE THE T FILL RJR# NCr PI ACEIBI7 SHALL
BE NO THAN I S OLCH TO 2� OPTI KM MOISTURE C ENT,
r�+ ' [EPEIEDI NG ON CONPITION56 DRYING OR SPRI NJTLI NS HAY BE 11MI RED DURING CONSTRUCTION.
29: THE EHW40ENT FILL SHALL BE PLACED AND 0011PALTE6 IN A tkJl F+ORtR CMINUOLIS FASH I <M.
Foreb
O1•IitGi CANT3L5} FIl4. IN TE PAN T SHALL PLACED IN rINLH l LA t3 -iIKH 24.
+,
LOOSE LAYERS WITHIN S- OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO, A N 40P 2 -PST THE PIPE I AND :94ALL W 40"ACTED "f3�jrIG 0
TO A DENSITY OF NO I= THAN 95S OF THE 5T* ARD PROCTOR tWIHUN DENSITY IN A W13TUIM CONTENT OF +j- 2% OF THE WrIKEH MOISTURE
CCAIMT , N ACCOMIANCE WITH ASTH DUT+iB. �
B. NO PPR'RALT 41EI is}IT S I�ti)H A CRANE ;.HOI ST 13 ALLCN LED a
EE 1 E rl ` :� 2b, �F1ER COk9Tt$lC7ION,` A 2 -�f H t0 5- IIVCtt LAYi3E OF TOP SAIL 15 TO P THE 015 T SURFACE TIES AVID i eihforced LS
,r t` HU LCHED OR H �}7aTTTTT:i
27, THE 6ROUWR THE PAM ENE 1NKPENT SHALL B E A K-3I TALL FESCUE A 2 -1 N TO 9- I NI y
.. ,. DEPTH OF TOPS01 L ON THE DAM 15 RECOMMENDED PRIOR. TO I NOMIL.0 H I N5.
r
R
OUTLET DEVICE INFORMATION
Y.
3' X 3' r i 5er w i th a 5' or i f i ce and 15' RCP barre I .
50 foot NACU 6--350 lined secondary. ' 5p i I I way.
I Tear Water Surface Elevation 3h5.00
100 year Water Surface Elevation 363.90
Top of Berm Elevation
365.31
-- s
W
1• :0
HEIGHT �,
w .
LEVEL
N. T. s.
SLOPE INSTALLATION
�r
NORTH
AMERICAN
GREEN
I. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING -ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED 00 NOT SEED PREPARED AREA,' CELL --O -SEED. MUST, BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A S- Oft DEEP X S.. Pficrin) WIDE TRENCH
WITH BLANKETPRWITHMA ROWeOF (3D=) TAPLES /STAKES APPROXMIATELYB12'N(3D_ APART IN THEE BOITOMF OF THHEEETRENCH.' CHDR TFiE
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED T COMPACTED SOIL AND FOLD REMAINING 12 °- (3Dcm)
NK
PORTION OF SLAET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER CO PACTED SOIL WHH'A, ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12- (30am) APART ACROSS THE 'WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A,} DOWN OR (8.) HORIZDNTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURRFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL-SURFACE BY PLACING grLTE STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN U51N0 OPTIONAL DOT SYSTEM ST LES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING-TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDOES.OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-- .S °.f5cm•- 12,Ucm) OVERLAP DEPENDING. '
ON BLANKET .TYPE, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BONG
INSTALLED ON TOP) EVEN.WUH THE COLORED SEAM STTTCHiON THE PREVIOUSLY INSTALI.EO-BLANKET.
S. CONSECUTIVE SLANKM SPUCED DOWN THE SLOPE MUST BE PLACED [ND OVER END (SHINCLE'STYLE) w(M AN APPROXIMATE
3° (7.6am) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (3Dcm) APART ACROSS ENTIRE
BIANKEP WIDTH.
°IN L NaTE: DOSE SOIL CONDITIONS, THE USE OF STAPLE CR STAKE LENGTHS GREATER THAN 6- (15cm) MAY BE NECESSARY. TO
PROPERLY SECURE THE BLANKET$.
14649 HIGHWAY 41 NOFrTH,.EVANSVILLE, INDIANA 47725
LISA 1 -ODD- 772 -2040 - DANADA i -800 -448 -2040
www.nogreen.com
EXTEND EXTEND REINFORCZEMENT UP SIDE SLOPES OF OAWLOW SPILLWAY To ELEVATi3ON *525-0 AND
REINFORCEMIENT u BEYOND OF E SPILLWAY AND KEY-IN AT LEAST IS`
EXISTING BELOW GROUND,
9
T
,
S4 "STAPLES PER 5r# YIl
- (4.1 STMUM.PeR , il5
Pat himSNele wRh 1hq :gptlaPd_ iR3n Arnarlma
3.73 STAPLES PER $0, Yn,
- " STAKES PER sa IA
Far 6iankala *Kh�the aPKaa�a}l Na7th
. > Leh .T.11irtla WHIM- lofted dials,' a -
t.hr g of Sra YFLI,DW'm M
¢Locatloh of Seam Stitch will vary depending on North American Green product type:
fn
'0
_
r
_
CIO
_
D.
1t
, t"d
-
EN
-1
<
J
I
PROPOSED
TOE' OF
tE
I I NCLU DE5_X4
ETTLD01T FACTOR )
yx
-
I
EX 1 ST 114157
'-
- - - --
1
_ _ _ _ _
- -
I YEAR WATER SURFACE
ELEV,
Ex11551 1 W,
1
GRAVE @ (L
TRASH PACK
--
-
LF (SEE
AIL?
_��`
Qrp
1. 04%
LEVEL SPREMER
TOP- Cr CU - 5
57,
I (OVO LF 15`
WITH CAPPED FNC.
-
CON
RETE
5°
ORIFICE
I
VDP
VI
L-28r
L 10.0
R
DEPTH -2
r
MINI
,,
DIPTH -22'
R
D - 15+
GUT -Off
„
5 ONE - CLA55 E
T..,,.
VIC, -1A.
F15
_
qll�fi!
V o =10.4' F/S
__.
-- .
5TORM
DRAINAGE
POND #7
I
0+00
i`
.,
1:
r
R
OUTLET DEVICE INFORMATION
Y.
3' X 3' r i 5er w i th a 5' or i f i ce and 15' RCP barre I .
50 foot NACU 6--350 lined secondary. ' 5p i I I way.
I Tear Water Surface Elevation 3h5.00
100 year Water Surface Elevation 363.90
Top of Berm Elevation
365.31
-- s
W
1• :0
HEIGHT �,
w .
LEVEL
N. T. s.
SLOPE INSTALLATION
�r
NORTH
AMERICAN
GREEN
I. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING -ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED 00 NOT SEED PREPARED AREA,' CELL --O -SEED. MUST, BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A S- Oft DEEP X S.. Pficrin) WIDE TRENCH
WITH BLANKETPRWITHMA ROWeOF (3D=) TAPLES /STAKES APPROXMIATELYB12'N(3D_ APART IN THEE BOITOMF OF THHEEETRENCH.' CHDR TFiE
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED T COMPACTED SOIL AND FOLD REMAINING 12 °- (3Dcm)
NK
PORTION OF SLAET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER CO PACTED SOIL WHH'A, ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12- (30am) APART ACROSS THE 'WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A,} DOWN OR (8.) HORIZDNTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURRFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL-SURFACE BY PLACING grLTE STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN U51N0 OPTIONAL DOT SYSTEM ST LES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING-TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDOES.OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-- .S °.f5cm•- 12,Ucm) OVERLAP DEPENDING. '
ON BLANKET .TYPE, TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BONG
INSTALLED ON TOP) EVEN.WUH THE COLORED SEAM STTTCHiON THE PREVIOUSLY INSTALI.EO-BLANKET.
S. CONSECUTIVE SLANKM SPUCED DOWN THE SLOPE MUST BE PLACED [ND OVER END (SHINCLE'STYLE) w(M AN APPROXIMATE
3° (7.6am) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (3Dcm) APART ACROSS ENTIRE
BIANKEP WIDTH.
°IN L NaTE: DOSE SOIL CONDITIONS, THE USE OF STAPLE CR STAKE LENGTHS GREATER THAN 6- (15cm) MAY BE NECESSARY. TO
PROPERLY SECURE THE BLANKET$.
14649 HIGHWAY 41 NOFrTH,.EVANSVILLE, INDIANA 47725
LISA 1 -ODD- 772 -2040 - DANADA i -800 -448 -2040
www.nogreen.com
EXTEND EXTEND REINFORCZEMENT UP SIDE SLOPES OF OAWLOW SPILLWAY To ELEVATi3ON *525-0 AND
REINFORCEMIENT u BEYOND OF E SPILLWAY AND KEY-IN AT LEAST IS`
EXISTING BELOW GROUND,
9
T
,
S4 "STAPLES PER 5r# YIl
- (4.1 STMUM.PeR , il5
Pat himSNele wRh 1hq :gptlaPd_ iR3n Arnarlma
3.73 STAPLES PER $0, Yn,
- " STAKES PER sa IA
Far 6iankala *Kh�the aPKaa�a}l Na7th
. > Leh .T.11irtla WHIM- lofted dials,' a -
t.hr g of Sra YFLI,DW'm M
¢Locatloh of Seam Stitch will vary depending on North American Green product type:
.0850-03-02-8028 PIN NUMBEW 5
r • rr
. �l

C-7eNMAL. eK0510111 CONTROL S'NOTF-5
SHALL BE C-ONDUCTer) I N ACrORDANC
I, ALL LAND DISTURBING ACTIVITIES E WITH COUNTY OF DURHAM
STANDARDS.
2, THE TOTAL DISTURBED AREA I'S 12.50 ACRES. BF MAINTAINED I N PROPER WORKING COND I f I ON5
5. ALL TEMPORARY EROSION CoNfOL MEASURES SHALL
DURING THE PERIOD OF CON57RUCTION. -00RARY SEDIMENT,
yICE5 LOCATED OUT511DE ROAD RIGHT OF WAY,TF1
4. FOR AI-1- EROSION CONTROL I)r=
EASEMENTS SHALL BE EST,1`tiBLISHED_UNTiL STABILIZATION OF D ENUDED AREA, UNDER 4 FPS, THE SHALES WILL
5, STORMWATER FLOW IN ALL INT.EIRNAL PROJECT 5WALES SHALL BE AND BE GRA55ED WITH A FESCUE-
HAVE A MINIMJM 3'WTTOM WIDTH WITH SIDE SLOPES OF, 5:1 MAX.
13^5rD LAWN. I
II
G;E:NeKAL C,0N5 TRUC T 10N 5EQUENCZ
THE FOLLOWING "CONSTRUCTION SEQUENCE' 15 FURNISHED A,5 A GENERAL WIDE FOR PREPARATION
OF A SFOLIENCE OF CONSTUCTION EVENTS. ADDITIONS, IDELETION5, AND MODIFICATIONS SHOULD BE
MADE AS APPROPRIATE, THEN CALL FOR INSPECTION.
I. IN5TALL TREE PROTECTION FENCING, CERTIFY,
2. 05TIAI N LANE) DI 5TURBI NO PERHI T.
5, EROSION CONTROL DEVICES MUST BE INSTALLED PRIOR TO CLEARING ACT' tVITI'E5- I=
4L IN5TALL GRAVEL CONSTRUCTION, ENTRANCE( S),DIVERSION 5WALES,SILT FENCE SEDIM NT
OTHER MEASURES AS SHOWN ON )TIE APPROVED PLANS.
BASINS, VELOCITY 01,551PATER PADS ANP/OR P INSTALLATION.
PROVIDE VEGETATIONON ALL DIVERSION DITCHES, BERMS AND TRAP5•114MEIDiATELY AFTER
SEDIMENTATION AND EROSION CONTROL OFFICE. CALL 560-0735 FOR OK.SITE- hNSPECTION BY THE O
b, GRADE[) SLOPES AND PILLS ARE, TO BE PLAN I-Fo OR PROV I DED WITH PROTECTIVE COVER
SUFFICIENT TO RESTRAIN EROSION WITHIN 21 CALENDAR PAYS AFTER COMPLETION OP ANY
WHICH NO FURTHER LAND D15TUR51NG ACTIVITY WILL 13E
PHASE OF GRADING.Al-L AREAS UPON IS WORKING DAYS.
BE PLANTED (OR PROVIDED WITH PROTECTIVE COVER WITHIN
UNDERTAKEN ARE TO I
7, AS CONSTRUCTION PROGRESSES, IN5TAILL PERMANENT EROSION CONTROL MA5URE5 SUCH AS
R I P RAE, 'APRONS, VELOC I TY ' PI 5SAPATOR5, CHANNEL IL I NERS, GRAVEL BASE COURSE, ETC,
8, WHEN CONSTRUCTION 15 COMPLETE AND ALL AREAS ARE STABILIZiED, CLEAN OUT DETENTION
ONSITE INSPECTION BY THE 5EDiNENTATION AND EROSION CONTROL OFFICE.
POND AND CALL FOR SEDIMENT
,9, IF THE SITE 15 APPROVED, REMOVE. TrzMPORARY DIVERSION 5WALE5,51LTE FENCING,
. BA51 INS, ETC, AMP SEER PAVE, OR RI P RAP RESULT I NO ul STURBED AREA,
10, WHEN VEGETATION 5 ESTABL15HERCALL FOR FINAL 51TE 13 INSPECTION. IF THE SITE 15
APPROVED, THEI PERFORMANCE BOND, IF REQUIRE[), WILL E RFLFA51ED�
11, R15ER5 ARE TO BE ON-SITE Pill OR TO ]BUILDING BASINS.
ALL EXPOSED AWA5 "J5T EW, SOMED AM. MUL�*W, W1 THII 14' '15 WOW' t* OR go C&MCM
DAY5 OF FINAL 6RA7ING
10' MAX. 16N A,S PER C. O, D. STANDARDS
X SPAe I NP `._'4PL,,ACtP EVERT `75' OR AS I N5TRUCTED
BY I;W�FEC
TENAX BEACON SAFETY CD o ] LD (7i) (71 E� Li C7� LJ
FFNCE-FLUORe5CENT [7 L�n f- 7� = = f- _71 r_ . •
ORANGE TYPICAL = � Tree Protection Area 4' M'I 11,1.
C7) Do Not Enter
HOOK FENDING TO PREFORMED a =
CHANNELS ON STEEL POSTS =]
C-3 =) M CD
El
El EJ
I . =111
WTT . 'ELI
mmum-NE-Mmalm
TREE PROTECTION FENCING
1. PLACE FENCE AT CR,1\DINC7/CLEAPIN6 LIMIT I-INE,FENCE MUST BE INSTALLED AND INSPECTED PRIOR TO
155UANCE OF GRADING PEP-MIT. GRADE AROUND A TREE OR ST[PIFING
2. AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING
OF TOPSOIL. A CLEAN, SHARP VERT I CAL CUT SH,6\LL HE MADE AT THE EDGE OF.- THE TREE SAVE AREA AT THE
SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED-
THE TREE PROTECTION FENCING SHALL BE IN5,TALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM
THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES
15 COMPLETE. NO 5TORA6E OF MATER OR EQUIPMENT AND NO TRESSPASS I NG SHALL BE ALLOWED
WITHIN THE BOUNDAR*r OF THE PROTCCTEE) AREA, A
T REE t-ROTECT ION FENC I N& VET^ I L
NOT To SCALE
SEEDBED PREPARATION
TOT. DRN6.
INTENSITr C40IfPOSI.TE
FLN
ve5URFACE
AREA
RE9 D
I.* CHISEL COMPACTED ARE AND SPREAD TOPSOIL 5 INCHES DEEP OVER
D1.1,1ENSI DNS
I PRO�J)_
SURFACE
AREA
PRO V D,
1.1 This work shall consist of furnishing, placing, maintaining
D'
AREA
,�IDVER51E,5011_ CONDITIMS, IF AVAILABLE.
Q10
CF5
SF
drawings. The Gutterbuddy' sediment control system
FT
3F
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
A CF Environmental, Inc.
AC
IN / HR
50' MIN.
Phone: [phone],o Fax: [phone]
on a regular basis and immediately after major rain
- K, 'i R0OTS,.ANP OTHER OBSTRUCTIONS LEAVING
REMOVE ALL Loo5E Ror
events.
*C,ub1r1,1
Minimum 1 foot averimp
2.0 Materials
k 15
7,22 0.68
5.60
3, AND UNIFORM.
SURFACE REASONABLY SMOPTH
80
W 9 40 L X 2.0
D 3,200
4
7,22 0.42
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND 5UPERPH05PHATE
%10,
60
W X 170' L X 2, 0
1) 10,200
(12) inches beyond the Wet on both ends.
5 (SKI rTER 1
14.60 0.00
UNI FORMILY AND MIX WITH SOIL (SEE BELOWO
-2q, 80,
�,847
81
100
W X 110 L 9 2.0
0 11,000
b (5KINtR )
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, F I RM, REASONABLY
4 TO 6 INCHES DEEP.
7.22
-k�
25' OR WIDTH OF
P, ROPOSED STREET,
UNIFORM SEEDBED 15*pREpARED
N
EXISTING
USE 2-3",
WHICHEVER IS
,5; SEEP, ON A FRF:�5HLY PREPARED SEEDBED AND COVER LIGHTLY WITH
OR CULTtPACK AFTER SEEDING, NO.
BA51 N
ROADWAY
'S,
CLEAN STONE
vf� 0
ERAIMAGE TOP BERN
ELCV
GREATER.
SEEDING EQUIPMENT
MULCIMMEDIATELY AFTER SEEDING AND ANCHOR, MULCH.
H
I Q
AREA
YCLUME L x W A DEPTH
VOLUNE
�11�
AREA
AC
FT
7,
^REA5 AND MAKE NECE55ARY REPAIRS OR
FT
AC
CIF FT
GF
FT
8- IN5PECT ALL 5EEPED
REsEr=DIt4GS WITHIN THE IPLANTING SEASON. F POSSIBLE, F STAND
REESTABLISH FOLLOWING bRI6INAL
4
O. 61
1098 80 X 40 X 2
6,400
15
SHOULD BE OVER 6O%. DAMAGED,
L I mr-, FEPT I L I ZER AND i5r=�1)1 N6 RATES.
398,50
307,00
316.50
395.00
376.50
5 (5KIRtR)
2.38
5004 170 X 60 X 2
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
30
10' 00
9.60
365.00 80.00
'3
33.20
(2
357.75
FERTILIZATION AFTER PERMANENT COVER 15 ESTABLISHED.
168
4824 110 X 100 X 5
PLAN
50
APPLY' AGRICULTURAL LIMESTONE - 2 TONS /ACRE ACRE
FERT I L I 7FP - 1,0- Ito- I o ANALY5 Is AT 800 -1,000
- 500 LB5.\ACRE OF 20% ANALYSIS SUPERPHOSPHATE 35' MIN. 15 MIN.
SUPERPHOSPHATE; SMALL GRAIN'STRAW/ACRE EXISTING - -------- NEW CONSTRUCTION
MULCH 2 TONS ( APPROX, 80 SALES) 7ALLONS/ ACRE OR
ANCHOR T,�CK WITH LIQUID ASPHALT AT 400 C ROADWAY
.EKJLSIFED ASPHALT AT 500 GALLONS /ACRE
DU 1) WATER DISTRICT)
12" MK
PERhIAhIENT BE D_)LN§_- 6" CROSS SECTION
SEEDING SCHEDULE (PER DURHAM SOIL AN
];�LJES, SLOPES ( MAX. MIN.
PL_MT I NG RATE
TYPE! I
TALL FESCUE 1 200 LE35, /ACRE CON5TRUCTION ENTRA%NCE
AU6. k5 NOV, I M 200 L55.11ACRIF
NOV I- MAR. I TALL FE5CUE ACRE 140T TO SCALE
AND A13RUEZI RYE v(NUR5E CROP) 25 L85, 20CLB5. ��gE r
51
TANDARD METAL POST5 2' -C IN 3PI)LIND
OALV IN I ZED
HARDWARL) 141 RE
EXTENDS TO
TOP OF BOX
r 1UN I
HEIGHT OF 12'-18' MK ABOVE
TOP OF BOX
A
STANDARD CATCH BASINPIOARD, INLET PROTECTION
CHARNEL WTTOM
r `E
51 ZE
15-T
R. Wowxft 51F
NOTES: FOOTIN
OVE
M
PIPE ZE WI PTH DUTH�
LF mmmm I I
P1 PE 5 1 ZE W PTH DE
Ell 1-ma I
NOT TO SCALE
BASIN
TOT. DRN6.
INTENSITr C40IfPOSI.TE
FLN
ve5URFACE
AREA
RE9 D
the Gutterbaddy@.
D1.1,1ENSI DNS
I PRO�J)_
SURFACE
AREA
PRO V D,
1.1 This work shall consist of furnishing, placing, maintaining
D'
AREA
I t0 YEAR) C!
Q10
CF5
SF
drawings. The Gutterbuddy' sediment control system
FT
3F
A CF Environmental, Inc.
AC
IN / HR
3.1.5
regularly. Inspection of Gutterbuddy" should be
Phone: [phone],o Fax: [phone]
on a regular basis and immediately after major rain
www.ac/environmentatcom
Cwb InIel
events.
*C,ub1r1,1
Minimum 1 foot averimp
2.0 Materials
k 15
7,22 0.68
5.60
2,439
80
W 9 40 L X 2.0
D 3,200
4
7,22 0.42
30.30
%10,
60
W X 170' L X 2, 0
1) 10,200
(12) inches beyond the Wet on both ends.
5 (SKI rTER 1
14.60 0.00
0.43
-2q, 80,
�,847
81
100
W X 110 L 9 2.0
0 11,000
b (5KINtR )
7.22
N
SCHEDULE
BA51 N
DISTURBED
REGU I RED DI MEN51 als
pRovIlDED
5PILLWAY
ERAIMAGE TOP BERN
ELCV
5PI LI_IAY
ELEV,
BOTTCM BA51 N
ELIEV.
I Q
AREA
YCLUME L x W A DEPTH
VOLUNE
WIDTH
AREA
AC
FT
FT
FT
AC
CIF FT
GF
FT
4
O. 61
1098 80 X 40 X 2
6,400
15
1,15
398,50
307,00
316.50
395.00
376.50
5 (5KIRtR)
2.38
5004 170 X 60 X 2
2Q 400
30
10' 00
9.60
365.00 80.00
'3
33.20
(2
357.75
6 ( SKI MWR)
168
4824 110 X 100 X 5
55,000
50
RIP RAP APRON DESIGN
@ SEEP BERMS:
(PER NEW YORK DEPARTMENT OF TRANSPORTATION,
DIVISION OF DESIGN AND CONSTRUCTION, 1971)_
, -.1 ­' 11A DIDL- AT I FPR
14 1
NOT- TO SCALE
6utter6uddy" Specification
3.1.2 The Gutterbuddy" should be cleaned if a- visual
inspection shows silt acid debris build up around
For Curb flutter S[OFM Drains
the Gutterbaddy@.
1.0 Description
3.1.3 To remove the Gutterbuddyo, lift out of the opening.
1.1 This work shall consist of furnishing, placing, maintaining
3.1,4 The GutterbuddyO is reusable. Once the construc
and removing the Gutterbuddy* sediment control device
Lion project is complete and it is no longer needed
as directed by the engineer and as shown on the contract
for sediment control, remove, clean and store out of
drawings. The Gutterbuddy' sediment control system
the sunlight until needed on the next project.
distributed by:
A CF Environmental, Inc.
Ponding is likely if sediment is not removed
2831 Cardwell Road
Richmond, Pirginia 23234
3.1.5
regularly. Inspection of Gutterbuddy" should be
Phone: [phone],o Fax: [phone]
on a regular basis and immediately after major rain
www.ac/environmentatcom
Cwb InIel
events.
*C,ub1r1,1
Minimum 1 foot averimp
2.0 Materials
2.1 GUTTERBUDDY0
The'Gutterbuddy@ shall be synthetic filter manufactured
from recycled' synthetic fibers.
2. 1.1 The Gutterbuddyl will be manufactured to be 9" in
diameter and are available in 4', 6', 8', 10', 12', 14'
and 16' lengths and a minimum of twenty-four (24)
inches longer than the curb inlet opening. This will
allow for sufficient length to cover the inlet with twelve
(12) inches beyond the Wet on both ends.
3.0 Calastiructlon Sequence
3.1 General
3.1.1 Install the GutterbuddyO in front of the curb inlet open-
ing. Each end of the Guttrrbuddye, should overlap the
curb inlet approximately IT'.
2 EACH
U o' HI N- OF U YUMIN. 1, -b"FREMOARD MIN.
4 V
0 PVC PIPE
MAX LEVEL OF SEDIVERT—J b'PVC RISER HI TH
C(A-LECTED CLEAN BA51N I/4'Hd_t5 J
WHEN THIS LEVEL 15 ,95 WA5�ED STONE FILTER
REACHED. SECTION THROUGH BASIN AND FILTER
SEDIMENT PIT
ig MINIMUM IIEIR LENGTH ti
NOTEZ
L)RAW DOkN RISER SHALL 13E b' 5CH 40 PVC. WITH d-riAN-OUT
CAP MD 114' HALES
I. _V . I'
FLOW TOP OF BERM
TOP ELEVATION OF 5TORM W
W-1 I' FLOW STORAGE ZONE
2' 5EDI M54T 5TMA6E ZGNE
5 ts% 5EDI MENT DEPTH
2 EACH
U o' HI N- OF U YUMIN. 1, -b"FREMOARD MIN.
4 V
0 PVC PIPE
MAX LEVEL OF SEDIVERT—J b'PVC RISER HI TH
C(A-LECTED CLEAN BA51N I/4'Hd_t5 J
WHEN THIS LEVEL 15 ,95 WA5�ED STONE FILTER
REACHED. SECTION THROUGH BASIN AND FILTER
SEDIMENT PIT
ig MINIMUM IIEIR LENGTH ti
NOTEZ
L)RAW DOkN RISER SHALL 13E b' 5CH 40 PVC. WITH d-riAN-OUT
CAP MD 114' HALES
I. _V . I'

A
11 211
OM
ELEV. 381.6 (CONSTRUCTED) (TI FR rp.) TOP
A
ELEV. 381.0 (DESIGN} - - - - - - - - - - - - - -- - - - - - --
ELEV. 578b (LEVEL LIP) (55PLIOL]PE TO DRAIN
ELEV. 316.0
X XV \1
X
ELEV. 317.0
Ot
�11111
4" THICK 4000 P50
GONG. 1^116X6, 10/1#
FROM TOP
L
0110
b "I I ''I !iiil! -
95OTH OUTSIDE EDGES OF CONCRETE NOTE5:
ON DOWNSTREAM FACE OF DAM TO
BE I' ABOVE ELEVATION AT I. CONTRACTOR TO ADD CONSTRUCTION
EMERGENCY 5PILI-Iiiiii FLONLINE TO JOINTS AS REQUIRED TO POUR GONGRETE
KEEP FLOW WITHIN THE CONCRETE. SLAB* CHANNEL, ALL JOINTS SHALL
GONTRAGTOR TO MAKE FIELD REQUIRE A YqATER5TOP.
ADJUSTMENTS AS REQUIRED.
2. PRIOR TO FINAL SET OF CONCRETE AND
DEVELOPMENT OF SHRINKAGE CRAGK5,
CONTRACTOR TO 5AVq GUT GONTROL
JOINTS KITH Ys" BLADE ON A 1O'xIO' GRID.
GONTROL JOINTS TO BE A MINIMUM OF Y5
THE THICKNESS OF CONCRETE SLAB.
3. CONTRACTOR TO INSTALL 51LIGONE FILLER
x IN ALL CONTROL JOINTS.
Z,
4. PRIOR TO FINAL SET OF CONCRETE,
CONTRACTOR TO RAKE ENTIRE CONCRETE
SLAB TO ROUl FINISH. \ /\ \ / /\\ \\�`'`. CONSTRUCTION JOINT AT
TIE -IN -1-11111 TRAPEZOIDAL
5 TOP OF DAN
5 2.8 381.6 (GON5TRUIGTEDi CHANNEL
25
ELEV. 3'18.8 2.5
EXTEND CONCRETE TO TOP
�MLQKOITY
SEj2QCeT1QN E62Z RIF
96E
ELLN!29 FQQL f2CeHE
APPROX.
DE5C
NO. LEN6TH V41PTH DEPTH 5TONE
050 VIO
N w
Ef
j
HN 1001
16* 35 • 22 CLA55 1113"
13 11.55
HIN 56
2" 42 21 2-7 CLA55 "2"
25 111,25
Hill 1005
3"" 30 50 22 GLA55 I'D"
23 1031
HN 253
4w 30 20 21 CLA55 "2"
25 11.8,4
OVELOCIT'( REDUCTION RIP RAP PAD (VRP)
""RIP RAP PLUNGE POOL (SEE DETAIL ON SHEET Ca5)
22"m 22"
a
I COURSE
GLA55 B
BOTTOM RIP-RAP
WIDTH 12" MIN. DIA.
6k PIPE 4
TOP OF CRADLE
-(3) #4 GONT.EAGH SIDE
OF CONSTRUCTION JOINT
HORIZONTAL CON5TRXTION
JOINT IN CRADLE. (OPTIONAL)
-CONTINUG% GON6RETE CRADLE
ALONG ENTIRE LENGTH OF PIPE
#4 DOPilIELS @ IWOC.(T` ` P)
I MIN F111
W #4 CONT.
BENEATH RCP,
(TYP.) W #4 GONT. (TYP.) #4 @ I'-b"OG,TRAN5VERl
I. -FREEW RV-
ELEVA ION: ±38,6.4b
TOP OF R15ER TO! BE 3bo if < SEE SEDIMENT BASIN
#1
5bo 11 -oil
I= A 11-N1.1 A I - -------- TER ADJUSTABLE FL%W-F-i )-R STEM GUIDE (TYP.) DETAILS FOR INITIAL
HOUNTIN5 OF TR H ELEVAt�ION: ±31&.c14 GUALPY (TYP)
CONSTRUCTION INFORMATION.
RACK ORIFICE
tFAGE
-25-YR iViATER 5
2 L.F. "AGGESS HATCH TO ALIGN
- ---- -- -�--T-OR14ikT-E:R-WALI-T�r---POOL---ELE-\/ 5.5" PVC, PROVIDE WITH STEPS IN51DE R15ER
-------------- ------------- 4 -10-"rR HATER 5UP,:FAGE HATERT16HT
28.55 _- LJ ­_316.0 OVE --E­LEVA-TI0N.;- -±51&5b SEAL
1211 :3
14ORMAL 11`00L ELE\( 31b.01 AWATIG
-Y-R. MATER-5URSAGE
@
SHELF ELEVATION; ±51&.145-15 5TEP5PER
1211 \-I 0: 1
qty f
STANDARD
-PrR -AGE
13ELOVA NIP < DETAIL (SEE
1- A2
G-0 N_ E Tf- ION: ±5 NCOOT 540.68 )
I? IA.- 5AND FILTE.,
6 R A F, > E PRIMARY SPILL 11 A�- EXTERIOR STEPS (TYP. ALL STEPS)
_-3-Mb �W.
A5 REQ'D FOR
HC-F
If DI
[AMETEF
5RADE ACCESS -oil P (FLXPLAIN END)
(5 E G-33A
BOTTOM OF FMEBAY- 312.0 GONG. -a
RGP @
Z, -9-RAIN - k0l-1 - 11
--- - ------- 1L EZZ=Z=
:rA -OUTLET 8" PLUG VALVE MIN, 112"XI12" MM WRAPPED
OVER OPENING
/A/ FILTER 570 310,0
"Y4
N, 'Ile 50--TOM OF POND: 5-1d
310 41
I'll MIN.
(5EE 0-53A
-- - --------- ---------------
7
DIP
*7A
S,44�,64�� /A ±11 LF OF 8'
N/
X/ INVERT AT BOTTOM
36" RGP
4� -X
I -E-IMENT 5ToRA6E-. 3(.6-6- DETAIL:
OF POND OUTLET PIPE
(2' ABOVE BOTTOM
777
-?z2-
56,13
OF SEDIMENT
5TORA6,E)
4NVERT- -- - ------
- ----- 4­ - ±1 I LF 9F all -DIP <1
PROVIDE FILL BASE Iiiiii 3.2'OF
AT E301 TOM OF NO 565 <7
365 P� 2`KX2'DX2.1'H GONG. YiATERTI�H`T 4� CONCRETE TO INVERT
1001
. i H .N. SUPPORT FOR 5" SEAL 6.5
N w
Ef
j
NT 5TOFZA6E
E
oN-T-
5,T0RA6E---
RCP
#4 DOIll iavoctryp)
12"
I COURSE
GLA55 B
BOTTOM RIP-RAP
WIDTH 12" MIN. DIA.
6k PIPE 4
TOP OF CRADLE
-(3) #4 GONT.EAGH SIDE
OF CONSTRUCTION JOINT
HORIZONTAL CON5TRXTION
JOINT IN CRADLE. (OPTIONAL)
-CONTINUG% GON6RETE CRADLE
ALONG ENTIRE LENGTH OF PIPE
#4 DOPilIELS @ IWOC.(T` ` P)
I MIN F111
W #4 CONT.
BENEATH RCP,
(TYP.) W #4 GONT. (TYP.) #4 @ I'-b"OG,TRAN5VERl
I. -FREEW RV-
ELEVA ION: ±38,6.4b
TOP OF R15ER TO! BE 3bo if < SEE SEDIMENT BASIN
#1
5bo 11 -oil
I= A 11-N1.1 A I - -------- TER ADJUSTABLE FL%W-F-i )-R STEM GUIDE (TYP.) DETAILS FOR INITIAL
HOUNTIN5 OF TR H ELEVAt�ION: ±31&.c14 GUALPY (TYP)
CONSTRUCTION INFORMATION.
RACK ORIFICE
tFAGE
-25-YR iViATER 5
2 L.F. "AGGESS HATCH TO ALIGN
- ---- -- -�--T-OR14ikT-E:R-WALI-T�r---POOL---ELE-\/ 5.5" PVC, PROVIDE WITH STEPS IN51DE R15ER
-------------- ------------- 4 -10-"rR HATER 5UP,:FAGE HATERT16HT
28.55 _- LJ ­_316.0 OVE --E­LEVA-TI0N.;- -±51&5b SEAL
1211 :3
14ORMAL 11`00L ELE\( 31b.01 AWATIG
-Y-R. MATER-5URSAGE
@
SHELF ELEVATION; ±51&.145-15 5TEP5PER
1211 \-I 0: 1
qty f
STANDARD
-PrR -AGE
13ELOVA NIP < DETAIL (SEE
1- A2
G-0 N_ E Tf- ION: ±5 NCOOT 540.68 )
I? IA.- 5AND FILTE.,
6 R A F, > E PRIMARY SPILL 11 A�- EXTERIOR STEPS (TYP. ALL STEPS)
_-3-Mb �W.
A5 REQ'D FOR
HC-F
If DI
[AMETEF
5RADE ACCESS -oil P (FLXPLAIN END)
(5 E G-33A
BOTTOM OF FMEBAY- 312.0 GONG. -a
RGP @
Z, -9-RAIN - k0l-1 - 11
--- - ------- 1L EZZ=Z=
:rA -OUTLET 8" PLUG VALVE MIN, 112"XI12" MM WRAPPED
OVER OPENING
/A/ FILTER 570 310,0
"Y4
N, 'Ile 50--TOM OF POND: 5-1d
310 41
I'll MIN.
(5EE 0-53A
-- - --------- ---------------
7
DIP
*7A
S,44�,64�� /A ±11 LF OF 8'
N/
X/ INVERT AT BOTTOM
36" RGP
4� -X
I -E-IMENT 5ToRA6E-. 3(.6-6- DETAIL:
OF POND OUTLET PIPE
(2' ABOVE BOTTOM
777
-?z2-
56,13
OF SEDIMENT
5TORA6,E)
4NVERT- -- - ------
- ----- 4­ - ±1 I LF 9F all -DIP <1
PROVIDE FILL BASE Iiiiii 3.2'OF
AT E301 TOM OF NO 565 <7
365 P� 2`KX2'DX2.1'H GONG. YiATERTI�H`T 4� CONCRETE TO INVERT
1001
. i H .N. SUPPORT FOR 5" SEAL 6.5
NOT TO SCALE
"IN 01 -7 -3(0(030 PLUG, VALVE
V .30
EXTENDED BA5E CARo;,`,1,_
-,.T- Mir 11,A111 A I A KA
3+50 A i-nill
N w
Ef
j
NT 5TOFZA6E
E
oN-T-
5,T0RA6E---
NOT TO SCALE
"IN 01 -7 -3(0(030 PLUG, VALVE
V .30
EXTENDED BA5E CARo;,`,1,_
-,.T- Mir 11,A111 A I A KA
3+50 A i-nill
Ef
j
NT 5TOFZA6E
E
oN-T-
5,T0RA6E---
NOT TO SCALE
"IN 01 -7 -3(0(030 PLUG, VALVE
V .30
EXTENDED BA5E CARo;,`,1,_
-,.T- Mir 11,A111 A I A KA
3+50 A i-nill

INV. IN
INV. Ou
4 MAX I-ONC-71TVDINAL;SLOPE 15 20%,j
LINE EDGE WITH
I COURSE
CLA55 B
RIP -RAP
a31Ai IAIl andA
F
RET. IAIALL
C7RAPHIG SCALE
pu
El I
I
.1c +, 'ii �•"„ �'? w,`'. «.do- 4,. x . 4 " - n„ 1 ,'.
u 10AS
Was p ¢} ¢ gp¶ ¢ @$
r$ i A '"�. i ,4 af,¢; 1 ' 3 , 1' i, I l.tS F.:I.y p,9 S � 41 • Y .::m �� F� �� E� # H � � W � , v 4 % � rm:' iti.�i>'i
0759-01 —29-721 4
'BOTH OUTSIDE E06E5 OF CONCRETE 4
ON DOWNSTREAM FACE OF DAM TO
BE I' ABOVE ELEVATION AT I, CONTRACTOR TO ADD CONSTRUCTION
EMERGENCY SPILLWAY FLOWLINE TO JOINTS A5 REGUIRED TO POUR CONCRETE
KEEP FLOW WITHIN THE CONCRETE. SLAB 4 CHANNEL. ALL JOINTS SHALL
CONTRACTOR. TO MAKE FIELD REQUIRE A KATER5TOP.
ADJU5TMENT5 A5 R.EOUIRED.
2. PRIOR TO FINAL SET OF CONCRETE AND
DEVELOPMENT OF 5HRINIKA6E CRACKS,
GONTRAGTOR TO SAW GUT CONTROL
JOINTS WITH)16" BLADE ON A IO'xIO' GRID.
CONTROL JOINTS TO BE A MINIMUM OF
THE THICKNESS OF CONCRETE SLAB.
3° CONTRACTOR. TO IN5TALL SILICONE FILLER
�f / /�/�/�� /f� I• c► IN ALL CONTROL JOINT5.
� ��� f �c 4. PRIOR TO FINAL 5ET OF CONCRETE,
/ A% CONTRACTOR TO RAKE ENTIRE CONCRETE
�q,,.y, SLAB TO ROUGHEN FINISH.
CONSTRUCTION JOINT AT
TIE -IN TO TRAPEZOIDAL
' S TOP OF DAM ;��f \� \ CHANNEL
5 I •-'.. / \ \f�� 315.6 (GON5TRUGTED) * m f�/ /, \,,,`
ELEV. 5 -72A
FXTFNr) f ,f Wr P—FTF To TOP
INSTALL 3/8" GALVANIZED
THREADED ANGHOR BOLT5
WITH PgASHER AND NUT AT
3611 O /G.
h o r- Mr 'o
INSTALL VINYL
HN 1001 1'" 35 30 22 GLASS 11311
m®
11.85
BULKHEADS A
HN 58 20 42 21 2-7 CLASS "2"
^
iq.25
MINIMUM OF 30"
HN 1003 3 -va 30 30 22 GLA55 "B"
23
10.11
DEEP OR PER
HVA 253 4w 30 20 21 GLA55 1121!
23
11.84
MANUFACTURERS
RECOMMENDATION
INSTALL VINYL
(VEAT V 15
BULKHEADS THROUGH
VIBRATION PILING OR
GREATER. .
DIG 30" DEEP TRENCH
AND COMPACT 501L
AROUND VINYL
BOTTOM OF 5EDIME-NT
i5'
BULKHEADS TO MINIMUM
5ToRA&a PROFILE
TYP,
415` COMPACTION.
ELON6ATION BAFFLE
DETAIL
NOT TO SCALE
L IT° .TI RIP RAP
PLUN6E POOL SCHEDULEAPPROX.
DESC NO. LENGTH WIDTH DEPTH STONE 050 VIO
(FT.) (FT) (IN.) (IN) (FP5)
511 A
HN 1001 1'" 35 30 22 GLASS 11311
15
11.85
(TOP HATER
QUALITY POOL)
HN 58 20 42 21 2-7 CLASS "2"
23
iq.25
'\-5TABILIZE KITH 2 "x441
HN 1003 3 -va 30 30 22 GLA55 "B"
23
10.11
P 5ME TREATED
HVA 253 4w 30 20 21 GLA55 1121!
23
11.84
LUMBER ON BOTH 51DE5.
wVE:LOCITY REDUCTION RIP RAP PAD (VRP)
—SHORELINE PLSTIG9,
LLC SLP -iQ0 VINYL
ININRIP RAP PLUNGE POOL (SEE DETAIL ON 5HEET G35)
BULKHEAD OR
APPROVED EQUAL.
360 HANDVdHEEL
(BOTTOM OF 2: OMIN. /
SEDIMENT STORAGE) 12" MIN. SLOPE
it EXTERIOR STEPS 11! 81_0„ 111
AS REO'D FOR
ut " ACCESS 8" DIP (FLxPLAIN END)
s,
8" PLUG VALVE MIN. — 1/2 "xll2" VNNI VdRAPPED
552.0 OVER OPENING
_ 2'I' MIN.
301f PI PE
RCP TOP OF CRADLE X21 LP OF b" DIP INVERT � Q
(3) #4 GONT. AT BOTTOM OF POND 1!
EACH 51DE OF DOWELS IS "OC.(TYP) (3) #4 CONT.EACH 51DE (2' ABOVE: BOTTOM OF OUTLET RCP
OUTLET PIPE
CONSTRUCTION OF CONSTRUCTION JOINT SEDIMENT STORAGE) 360,2
JOINT ®� 12" 2'Vdx:2VxI.B'H LONG. —
irYPa HORIZONTAL CONSTRUCTION JOINT SUPPORT FOR 8"
PROVIDE Q FILL BASE WITH 3,8' OF
IN CRADLE. (OPTIONAL) PLUG VALVE NATERTI�HT a ° CONCRETE TO INVERT
ONTINUOUS CONCRETE CRADLE 8 5" a SEAL °511
LONG ENTIRE LENGTH OF PIPE EXTENDED B
C A ASE 556.4
--
- # 4 DO L5 @ 18 "OC (TY ) Q
4 © 4 35533
it 1 REINFOR ED GONGRETE MANHOLE
t SHIM (5? 4 CONT. T TO SCALE
YGL. BENEATH RCP, PRECAST MANHOLE TO 13E WILT IN ONE SE(TION. IF MANHOI E 15 TO BE BUILT KITH r
(TYP.) (TYP.) MULTIPLE R15ER BARREL SECTIONS IT SHALL HAVE GASKET JOINTS, AND EACH SECTION
4 @ I'- 8 "OC.iRAN5VER5E SHALL BE 13OLTED TO ADJACENT SECTION WITH 5TAINLE-55 STEEL STRAPS.
CA
opc
rd�ieaoo��r��d I'
all ESQCE29RE FOR PLAGEM T OF PIPE d GRA2LE �
NOTE: DIA4EN510Na MARKED
I. AFTER EXCAVATION, PLACE LOYeR SECTION OF TYPICAL ENCASEMENT, ARE TO BE VERIFIED BY THE
2. PLACE SHIPS BENEATH RCP LOCATION. GON TQR AFTER PIPE VdAJ L S L
5. PLACE AND SECURE CONTI RCP.
4. PLACE REMAINDER OF ENG NT AS INDICATED PER CONSTRUCTION JOINT. THICKNESS HAS BEEN DETERMINED ��
AND PRIOR TO STEEL FABRICATION
CONCRETE IN THE CRADLE SHALL HAVE A 2$ -DAY CO SINE STRENGTH OF 4,000 P51
AND SHALL BE PLACED ON A 2- TO 25-INCH SLUMP. A SLUMP TEST MALL BE PERFORMED
PRIOR TO PLACEMENT, AND COMPRESSIVE STREN65TH TESTS SHALL ALSO BE PERFORMED TO NOTE:: VERTICAL CON5TRUCTION JOINTS
COMPLIANCE NTH THESE 5PECIFICATION5. THE GONCRETE CRADLE SHALL BE SHALL OVIDED AT €3 FOOT
PLACED MONOLITHICALLY, SHALL BE HORKED WITH HAND E6VIPMENT UP UNDER THE HORIZONTAL INTERVALS ALON& THE
PRINCIPAL SPILLWAY PIPE, SHALL BE CON60LIPATED PRIMARILY BY INTERNAL VIBRATIOK CRADLE TO COINCIDE WITH THE 30"
AND SHALL BE FIN15HED "ROOU&H" 50 AS TO ACHIEVE A ATE D EN THE RCP PIPE JOINTS. ALL GONSTRUGTILIN AND MATERIALS TO 13E IN STRICT CITY OF DURHAM
CONCRETE IN THE CRADLE AND THE FIRST LIFT OF 5TRUGTURAL FILL. AGCORDANGE KITH THE CITY OF DURHAM, NGDENR 4 PUBLIC WORKS DEPARTMENT
NGDOT STANDARDS, 5PEGIFIG^TJON5, 4 DETAILS. APPROVED
TYPIGAL PIPE I°L ENGINEERING _ DATE
11 DIAMETER I I 1 CONTRACTOR SHALL BE RE5PON515LE FOR THE LOCATION BTU CATER DATE - --
OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF ANY TRANSPORTATION DATE
EXCAVATION. EX15TING UTILITIES 5HONN HEREON ARE — DATE—_—
APPROXIMATE AND ALL ARE NOT SHONN. DATE
NOT TO SCALE
W, L_/\_1 1.
- ., , - � . � ,. � ,. :. -.. � 1 F.. c• F : { 14 .Y I IJ 1 Y{ ai, I4 A':1. 1 .. 4.
.. ,� ,...._.. ._,... ,,,... R ; .. �: ,!% -.�.: ,:.. , � � "', � � larz r' . �: •,,�...,_. '' � 1 Ic ii l 1 6 r'1 1.�. 1. ..�
ol� }Ir 1!y s 1 • r1I Il
p a
: i ...... ... ,.. ..,..:.».
. -.. € !i ._. __.. � � ..: d rr w.x^ rows r ,�s�k: ,z�.m`sr_ „il.�v ,a9o-G •
3_
.. .:, � -.:: e,., :. wr .. ;,., -, r - � 1?€., , � � ,Cira.aa'.,::.�Zw..�w'" ,F s.3....,yv .,:_e. <,wG,.i.. ,. J &...,. ,.,..�..
{
DURHAM, ^� �+�a��,s,a�,.,..�a .,.�:..., i�ar_.,a€?,., .� ., ,., .4
+ - M
-.,,.:avirtez�.„ ..,r_ *; "a, ,,,;

�� ::
OIOE OF OPENING {9" MUMAMIC �: eao.ffi ADDITIONAL 04 EACH
CLEAR OF BOTTOM FACE mao -a4 SIDE OF OPENING (7"
PLACE BARD OIAta'OHAL
80.20 CLEAR OF 00TT FACE)
®
E.
MISCELLANEOUS I
840.91
FOUNDATION AND SPILLMY BASE SLA5
5TRUCTURAL DRAWINGS SHALL BE USED IN
BASE c
° STEP STD.
z
CONJUNCTION WITH THE CIVIL DRAHIN65, AND THE
I.
ALL FOOTIN65 SHALL BE FOUNDED ON RE-51DUAL SOIL
CONTRACTOR SHALL BE RE5PON5IBLE FOR 5EEIN6 THAT
1-1 IL
HAVING A MINIMUM BEARI% CAPACITY OF 2000 P51.
THE HORK OF ALL TRADES 15 GOORDINATEP WITH THE
'u
ry 0
FRAME A GRATE
`
STRUCTURAL HORK.
2.
THE GONTRACTOR SHALL HAVE A GEOTEGHNIGAL
TESTING LAB VERIFY THE BEARING CAPACITY OF THE
2.
THE ENGINEER SHALL BE NOTIFIED AT THE PROPER TIME
® -
501L5 IN THE FOOTING EXCAVATION. WRITTEN
HHEN ALL ITEMS ARE READY FOR OBSERVATION.
REINFORCED CONC.
VERIFICATION SHALL BE SUBMITTED TO AND APPROVED
SUFFICIENT NOTICE SHALL BE GIVEN BY THE
cc .
BY THE ARCHITECT AND ENGINEER PRIOR TO GA5TIN6,
Ilf L.7
CONTRACTOR TO ALLOH FOR 56HEDULIN6, OF THE
at
ANY FOOTINGS.
le
I4>
OBSERVATION.
3.
NO STONE OF ANY TYPE SHALL BE USED FOR BEDDING
3,
SAFETY REGULATION5 5HALL BE 5TR16TLY FOLLOHED BY
z
a g
MATERIAL UNLESS APPROVED BY THE DE516N ENGINEER.
0.12Ing PER LI -
TH E CONTRACTOR OR S)BGONTRACTOR DURING ALL
------ 0
TIMES OF HORK ON THI5 PROJECT. THE ENGINEER 5HALL
5.
CAST-IN-FLAG
NOT HAVE CONTROL OR GHARGE OF, AND SHALL NOT BE
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
I.
SHALL BE NORMAL
ALL EAST -IN-PLACE CONCRETE HA
TECHNIOUE5, 5EOUENCES OR PROCEDURES, FOR SAFETY
WEIGHT, AND SHALL HAVE A ME 2B -DAY
PREGAUT10% AND PR06RAM5 IN CONNECTION HITH THE
COMPRE551VE STRENGTH OF 4000 P51.
HORK FOR AGT5 OF OM155ION5 OF THE CONTRACTOR,
SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING
2.
ALL CONCRETE SHALL 13E MADE IN ACCORDANCE HITH
ANY OF THE V40RK IN ACCORDANCE HITH THE CONTRACT
DE516N MIXES HHIGH ARE TO BE APPROVED BY THE
DOGUMENT5.
ENGINEER PRIOR TO CA51% ANY CONCRETE. ALL
DE516N MIXES SHALL BE PREPARED AND SUBMITTED IN
ACCORDANCE WITH THE REt�11REMENTS OF AGI 318,
4•
' PROVIDE SHALL BE INTERPRETED TO MEAN FURNISH
CHAPTER 5.
AND INSTALL UNLESS OTHERWISE NOTED,
3.
SELECTION OF CONCRETE MATERIALS, MIX ADMIXTURES,
T
SLUMP, PLACEMENT, WALITY CONTROL TESTING,
I.
JOINT SEALANT SHALL CON515T OF A 2- COMPONENT
FOR K DE516N AND CONSTRUCTION, CURING,
POLYURETHANE BMW ELA5TOMERIG 5EALANT.
FINISHING, CLEANING AND PATGHI% SHALL CONFORM
TO THE LATEST EDITION OF ACI 301, AS PUBLISHED BY THE
2.
SEALANT SHALL BE A NON -5A6 TYPE.
AMERICAN CONCRETE INSTITUTE,
3.
SEALANT SHALL BE CAPABLE OF t JOINT MOVEMENT.
4.
ONLY ADMIXTURES PERMITTED BY THE 5PECIFICATION5
4.
SEALANT SHALL BE A PRE - PIGMENTED PRODUCT IN A
SHALL BE USED. DO NOT USE CALCIUM CHLORIDE ADDED
COLOR, TO MATCH CONCRETE.
TO THE MIX AT ANY TIME.
TIN I1� T
5.
ALL CON( SHALL HAVE A MAXIMUM
C
HATER/CEMENT RATIO OF 0;45, AND SHALL CONTAIN
CONSTRUCTION JOINT LOCATIONS ARE INDICATED ON THE
ENTRAINED AIR. DO NOT USE HIGH -RANGE HATER
SECTIONS AND DETAILS ON THESE ORAHIN65. THE JOINT
LOCATIONS INDICATED ARE INTENDED TO SERVE A5 A GUIDE TO
REOUGI% ADMIXTURES IN AIR - ENTRAINED CONCRETE.
THE CONTRACTOR FOR DETERMINING THE 5ENCE OF YORK
6.
ADDITION OF HATER TO THE GONGRETE AT THE JOB 51TE
TO BE USED HHEN GON5TRUGTING THI5 STRUCTURE. ALL
FOR THE PURP05E OF INCREASING THE SLUMP OR FOR
JOINTS MALL BE PLACED AND CONSTRUCTED PERPENDICULAR,
RETEMPERING THE CONCRETE HHICH HAS BEGUN TO SET
TO THE MAIN REINFORCEMENT.
15 5TRICTLY PROHIBITED. SEE THE PROJECT
SPECIFICATIONS FOR REGUIREMENT5 OF KATER
2.
AT ALL CONSTRUCTION JOINTS, THE FREE SURFACE OF THE
ADDITION TO CONCRETE AT THE JO%ITE.
CONCRETE SHALL BE FINISHED TO A COMPACTED LEVEL
SURFACE. ALL CONTINUOUS REINFORCING SHALL BE EXTENDED
1.
CONCRETE FOR 5LAB5 AND HALLS SHALL BE PLACED IN A
THROUGH THE JOINT. GLEAN EXPOSED REINFORGING
5E CE AND MANNER THAT 15 CON515ENT WITH THE
EXTENDING THROUGH THE JOINT PRIOR TO 6A5TING THE
CONSTRUCTION JOINT LOCATIONS INDICATED ON THE
GONGRETE FOR THE SECOND POUR.
DRAHIN65. THE CONTRACTOR MAY PLACE ALTERNATE
SECTIONS OF THE 5PILLHAY SLAB (OR HALLS) PURING
3.
AT ALL CONSTRUCTION JOINTS, PROVIDE A CONTINUOUS PVC,
THE SAME DAY`5 POUR. DO NOT CAST ADJACENT
WATERSTOP IN THE MIDDLE OF THE JOINT. PVC HATER5TOP5
SECTIONS OF THE 5PILLHAY SLAB (OR HALLS) UNTIL A
SHALL BE A MINIMUM 3/8" THICK, OF THE LENGTH AND TYPE
MINIMUM OF 14 -DAY5 HAS ELAPSED, SEE THE TYPICAL
INDICATED ON THE DETAILS, AND SHALL HAVE THE FOLLOHING
DETAIL ON THE DRAHIN65.
MINIMUM PROPERITIES:
B.
THE CONTRACTOR SHALL BE RE5PON51BLE FOR
TENSILE 5TRENGTH 2000 P51 A5TM 0635
FURNI5HIN6 AND INSTALLING ANY ANCHOR BOLTS, CLIPS,
ULTIMATE ELONGATION 365% A5TM D636
INSERTS, CONNECTION PLATES, 5LEEVE5, SLOTS, AND
SPECIFIC GRAVITY 1.35 A5TM D-Ig2
OTHER REOUIRED ITEMS IN ACCORDANCE HITH THE
FLEXURAL 5TIFFNE55 1000 P51 A5TM 0747
CONTRACT DRAWINGS, AND IN COOPERATION HITH
SHORE A HARDNESS 140 3) A5TM 0220
OTHER TRADES PRIOR TO PLAGING CONCRETE:.
HATER ABSORPTION 0.10% A5TM 0570
TEAR RE919TANGE 543 L55 {IN0H A5TM 0624
q.
ALL CONSTRUCTION JOINTS, MERE IN CONTACT HITH
SOIL, SAND OR BAGKFILL, SHALL BE COMPLETELY
INSTALL CONTINUOUS HATER5TOP5 IN STRICT ACCORDANCE HITH
HRAPPED (TOP, 5IDE5, BOTTOM OF ENTIRE 5PILLWAY
THE HRITTEN RECOMMENDATION5 OF THE MANUFACTURER. SPLICE
STRUCTURE) HITH NON -HOVEN GEOTEXTILE FABRIC 16"
HATER STOPS AT JOINTS IN ACCORANGE HITH MANUFACTURER'S
MIN. (36" TOTAL) 130TH HAY5 FROM GON5TRUGTION JOINT
RECOMMENDATIONS.
HITH 18" MIN. OVERLAP AT ALL SEAMS IN ALL
�� ::
OIOE OF OPENING {9" MUMAMIC �: eao.ffi ADDITIONAL 04 EACH
CLEAR OF BOTTOM FACE mao -a4 SIDE OF OPENING (7"
PLACE BARD OIAta'OHAL
80.20 CLEAR OF 00TT FACE)
®
TO CORNERS (TYP.)
x F
840.91
LL
BASE c
° STEP STD.
z
RING COVER _
N0. 340.00
z IL
As
1-1 IL
0
(CIRCUMFERENTIAL
'u
ry 0
FRAME A GRATE
`
REINFORCEMENT)
y
'
® -
LONGITUDINAL
REINFORCED CONC.
RISER
REINFORCEMENT �NYN.
As = 0.12 IN.s FT.)
cc .
Ilf L.7
°
at
le
I4>
_ -
at
USE MIN. AREA OF STEEL R
-D•
z
a g
0.12Ing PER LI -
I o
------ 0
------- I
iol
TYPICAL NGL CTION
DIRECTIONS; TYPICAL. 4. CON5TRUCTION JOINT LOCATIONS ARE INDICATED ON THE SECTION5 AT
EACH JOINT. AFTER MAKING THE FIRST POUR, THE FACE OF THE FIRST
. I I L PLACED SECTION OF GONCRETE SHALL BE PREPARED FOR THE
S055EGENT POUR BY REMOVING SURFACE LAITANCE FROM THE
1, REINFORCING STEEL SHALL CONFORM TO A5TM A615, CONCRETE HITHOUT 015TURBING THE PARTICLES OF AGGREGATE. THI5
GRADE 60. LAP 30X BAR DIAMETERS AT 5PLIGE5 UNLESS TREATMENT 5HALL BE PERFORMED BEFORE THE CONCRETE 15 FIVE DAYS
OTHERV415E NOTED ON THE DRAHING5 OR IN THE OLD BY EITHER SANDBLA5TING OR BY 56ABBIN6 HITH A SMALL
PROJECT SPECIFICATIONS. PNEUMATIC, TOOL, USE OF A RETARDER ON THE SURFACE OF THE
FORMWORK HILL NOT BE PRMITTEP.
2. ALL REINFORCING STEEL (INCLUDING HELPED HIRE
FABRIC) SHALL 13E SECURELY TIED AND ANCHORED IN 5. PRIOR TO PLACING GONGRETE AT THE JOINT FOR THE SECOND
PLACE TO PREVENT DISLOCATION DURING THE PLACING POUR, AN ADHESIVE (BONDING AGENT) SHALL BE APPLIED TO
OPERATION. THE SURFACE OF THE FIRST POUR, THE ADHESIVE SHALL BE A
HATER 015PE R5ED REACTIVE EPDXY /ACRYLIC POLYMER TYPE
3. REINFORCING STEEL SHALL BE GLEAN OF MUP DEBRIS, HAVING AN OPEN TIME OF 24- HOURS.
LOOSE RUST, CEMENT, GROUT, OR ANY OTHER MATERIAL
HHICH MAY INHIBIT THE BOND BETHEEN THE STEEL AND 6. SEALANT FOR ALL SLAB AND HALL JOINTS SHALL BE A
CONCRETE. 2- COMPONENT PREMIUM GRADE, POLYURETHANE BASED
ELASTOMERIC, SELF- LEVELING TYPE (NON -SAG TYPE FOR
T L HALL5) SEALANT. SEALANT SHALL BE A PRE - PIGMENTED D. MATERIAL IN LIMESTONE GRAY. SEALANT SHALL CONFORM TO
I. ALL 5iURCTURAL STEEL, INCLUDING PLATES AND A5TM C2g0 AND FEDERAL SPECIFICATION TT- 5-00227E, AND
MISGELLANE4U5 SHAPES SHALL CONFORM TO A5TM A36 SHALL BE CAPABLE OF 150% JOINT MOVEMENT. MATERIAL
SHALL BE 9IKAFLEX -2C 5L BY 51KA CORPORATION OR EQUAL.
2. BOLTS FOR CONNECTING 5TRUGTURAL STEEL SHAPES MIX, APPLY AND CURE IN STRICT GONFORMANGE HITH
SHALL BE A5TM A325 -N 3/4 INCH DIAMETER, UNLESS MANUFACTURER5 RECOMMENDATION.
OTHERWISE NOTED ON THE DRAHING OR IN THE PROJECT 1. ALL CONSTRUCTION JOINTS HHERE IN CONTACT HITH SOIL, SAND OR
SPECIFICATIONS. BACKFiLL SHALL BE COMPLETELY HRAPPED (TOP, 51DE5, BOTTOM OF
3. ANCHOR ALTS 5HALL GONFORM TO A5TM A36: ENTIRE 'ILLWAY STI Uf ) HITH NON -_gyEN (7eQTI XTI FABRIC
(TREVIRA 011/250 OR ENGINEER APPROVED EG UAL). EXTEND FABRIC 16"
4. UNLE55 SPECIFICALLY INDICATED OTHERWISE IN MIN. (36" TOTAL) 80TH HAYS FROM CONSTRUCTION JOINT HITH 16 "MIN
GONTRAGT DOCUMENTS, ALL FAE3RIGATION AND OVERLAP AT ALL SEAMS IN ALL DIRECTIONS, TYPICAL.
ERECTION OF ALL STRUCTURAL STEEL. SHALL. BE IN NOTES:
ACCORDANCE HITH THE LATEST
5PECIFICATION/COMMENTARY AND GODE OF STANDARD 1. ALL STORM [TRAIN PIPE5 IN AND AROUND THE HET PONDS ARE TO BE
PRACTICE OF THE AMERICAN INSTTTUTE OF STEEL GLASS III RGP HITH O-RING JOINTS (ASTM STANDARD G 16 OR LATEST).
CONSTRUCTION, EXCEPT THAT ALL REFERENCES TO THE PIPE-5 MUST BE GASKETED AND MANUFACTURED HITHOUT LIFT HOLES.
"OWNERS" RE5PONSIBILITY SHALL BE CHANGED TO THE JOINTS ARE TO BE HRAPPED HITH A NON -HOVEN FELT FABRIC
"GONTRACTOR5" RESPONSIBILITY, (HRAP A COUPLE OF TIME5 AND ANCHOR HITH CONCRETE NAILS) AND
HAVE THE FELT EXTEND 6 TO 6 INCHES ON EITHER SIDE OF THE JOINT.
5. HEEDING ELECTRODES SHALL BE E70 SERIES.
6, HEEDS SHALL BE MADE ONLY BY HELPERS HHO HAVE 2. ALL MATERIALS AND CONSTRUCTION SHALL 13E IN STRICT AOGORDANOE
HITH THE CITY OF DURHAM AND NCDOT STANDARDS AND
BEEN PREOUALIFIED BY TE5T5 OFF THE AMERICAN 5PEGI1FIGATION5.
HELPING SOCIETY, PRE56RIBEP IN THE '5TRUGTURAL
HELPING CODE' AH5 DI.1 ( LATEST EDITION). 3. NO INFRASTRUCTURE TO BE CONSTRUCTED PRIOR TO CONSTRUCTION
PLAN APPROVAL AND UTILITY PERMIT 155UANGE BY THE CITY OF
1. ANY GONNGETION NOT 5PEGIFICALLY DETAILED ON THE DURHAM.
STRUCTURAL DRAHIN65 SHALL BE PE5I6NED AND
DETAILED BY THE 5TRUCTURAL STEEL FABRICATOR. 4. NO HOODY VEGETATION (TREES) 15 PERMITTED ON THE EMBANKMENT.
5. IF BASIN 15 USED AS A SEDIMENT BA51N DURING CONSTRUCTION, BA51N
SHALL 13E CLEANED OUT, DE5ICPN VOLUME ESTABLISHED, AND
VEGETATIVE COVER ESTABLISHED PRIOR TO USE AS A HET POND,
In
i r• � !�
,y
r,
r�
rum4
GRATED INLET ._.i 111 t 3. 411!
x F
FOR MAN14OLE B
LL
BASE c
° STEP STD.
z
RING COVER _
N0. 340.00
z IL
As
1-1 IL
0
(CIRCUMFERENTIAL
ry 0
REINFORCEMENT)
a-
® -
LONGITUDINAL
REINFORCED CONC.
RISER
REINFORCEMENT �NYN.
As = 0.12 IN.s FT.)
cc .
- - U
°
at
_ -
at
USE MIN. AREA OF STEEL R
-D•
z
a g
0.12Ing PER LI -
I o
------ 0
------- I
iol
TYPICAL NGL CTION
In
i r• � !�
,y
r,
r�
rum4
GRATED INLET ._.i 111 t 3. 411!
SEE STD. 840. 54 x
x F
FOR MAN14OLE B
LL
BASE c
° STEP STD.
z
RING COVER _
N0. 340.00
z IL
As
1-1 IL
0
(CIRCUMFERENTIAL
ry 0
REINFORCEMENT)
a-
® -
LONGITUDINAL
REINFORCED CONC.
RISER
REINFORCEMENT �NYN.
As = 0.12 IN.s FT.)
cc .
- - U
°
at
_ -
at
USE MIN. AREA OF STEEL R
-D•
z
a g
0.12Ing PER LI -
I o
------ 0
------- I
iol
SEE STD. 840. 54 x
x F
FOR MAN14OLE B
BASE c
cc
RING COVER _
0
ry 0
REINFORCED CONC.
•ti D' 0': }
6 .. 4 • ....','. F
- - U
REQUIRED)
_ -
USE MIN. AREA OF STEEL R
oil
0.12Ing PER LI -
I o
------ 0
------- I
TYPICAL NGL CTION
TES:
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS GONF16URATION OR MATERIALS FROM THOSE SHOW MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF fHE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
ELEVATION
MIF ,
�. �.
r�
I .
I
I �
„ 2JI 5EE FLANS
PAIN. ZRIP-RAP, SIZE
NOTE; U T
051 STONE TO „.
SPREAD ALONO TOP
AND CREATE LEVEL 24" 12„
OUTLET ON RIP -RAP 2
BEIRM ET
MIRAFI 140 FILTER FABRIC,
60 DEEP HGDDT 051 STONE
FILTER BLANKET
RIP-RAP PLUNOE POOL,
NOT TO
FL tj 11
14't"
ELEVATION
w .
W
,
s
m
Rf 7� -1 REINFORCING STEEL
NOTE:
92' 00 NOT USE IN
- - -- SANITARY SEWER HOLES.
ELEVATION SHEET 1 OF 1
640. Bra
ADJUSTABLE STEM QUID
(SEE DETAIL THIS SHEET
NR EXTENSION STEM
(SEE DETAIL THIS SHEET)
S" PLUG VALVE
S" DIP (FLxPLAIN END) --
9/2"x1/2" WWM WRAPPED
OVER OPENING
QNCRETE RISER
MALL
'I PIPE
y
INV = BOTTOM OF POND ELEVATIJ
EMERGENCY DRAIN
NOT TO SCALE
,., COUPLING
BOLT/NUT WEN REQUIRED
a .,,. ,. .,, . r
:• LT/NUT ASSEMBLY
128
2' FEMALE SOCI(ET COUPUNG -
CIL 6SIS S _
NON- RISING EXTENSION STEM ASSEMBLY
2" SQUARE SOCKET COUPLING
NOT TO SCALE
allhjr2F. POOL f2C&EL2 APPROX.
HH •• 0 22 CLASS B L
HN e ..
0/ I 22 CLA55 •
"VELOCITY REOUGTION RIP RAP PAD (\/RP)
"'RIP RAP PLUN6E POOL (5EE DETAIL ON 5HEET G33)
All 7"0 .i
SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINACVE, INSTALLATION OF COMPACTED
FILL, ETC.), THE FREOUENCY OF OBSERVATION AND TESTING MIST BE SUFFICIENT FOR THE
GEOTEGHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE SPECIFIC,
ITEMS 055ERVED AND TESTED WERE IN5TALLED IN ACCORDANCE HITH THE APPROVED
CON5TRUC.TION DRAININ65 AND SPECIFICATIONS
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE -
STORM WATER DATE
TRANSPORTATION DATE
_ -_ DATE _
-. - -- DATE
FL tj 11
14't"
ELEVATION
w .
W
,
s
m
Rf 7� -1 REINFORCING STEEL
NOTE:
92' 00 NOT USE IN
- - -- SANITARY SEWER HOLES.
ELEVATION SHEET 1 OF 1
640. Bra
ADJUSTABLE STEM QUID
(SEE DETAIL THIS SHEET
NR EXTENSION STEM
(SEE DETAIL THIS SHEET)
S" PLUG VALVE
S" DIP (FLxPLAIN END) --
9/2"x1/2" WWM WRAPPED
OVER OPENING
QNCRETE RISER
MALL
'I PIPE
y
INV = BOTTOM OF POND ELEVATIJ
EMERGENCY DRAIN
NOT TO SCALE
,., COUPLING
BOLT/NUT WEN REQUIRED
a .,,. ,. .,, . r
:• LT/NUT ASSEMBLY
128
2' FEMALE SOCI(ET COUPUNG -
CIL 6SIS S _
NON- RISING EXTENSION STEM ASSEMBLY
2" SQUARE SOCKET COUPLING
NOT TO SCALE
allhjr2F. POOL f2C&EL2 APPROX.
HH •• 0 22 CLASS B L
HN e ..
0/ I 22 CLA55 •
"VELOCITY REOUGTION RIP RAP PAD (\/RP)
"'RIP RAP PLUN6E POOL (5EE DETAIL ON 5HEET G33)
All 7"0 .i
SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINACVE, INSTALLATION OF COMPACTED
FILL, ETC.), THE FREOUENCY OF OBSERVATION AND TESTING MIST BE SUFFICIENT FOR THE
GEOTEGHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE SPECIFIC,
ITEMS 055ERVED AND TESTED WERE IN5TALLED IN ACCORDANCE HITH THE APPROVED
CON5TRUC.TION DRAININ65 AND SPECIFICATIONS
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE -
STORM WATER DATE
TRANSPORTATION DATE
_ -_ DATE _
-. - -- DATE
All 7"0 .i
SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINACVE, INSTALLATION OF COMPACTED
FILL, ETC.), THE FREOUENCY OF OBSERVATION AND TESTING MIST BE SUFFICIENT FOR THE
GEOTEGHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE SPECIFIC,
ITEMS 055ERVED AND TESTED WERE IN5TALLED IN ACCORDANCE HITH THE APPROVED
CON5TRUC.TION DRAININ65 AND SPECIFICATIONS
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING DATE -
STORM WATER DATE
TRANSPORTATION DATE
_ -_ DATE _
-. - -- DATE

390
37d
Bradley Bolling
PRIEST, CRAVEN & ASSOCIATES
3803 -B Computer Drive
Raleigh, NC 27609
Re: Filter Diaphragm Design
Brightleaf at the Park
Durham, North Carolina
GeoTechnologies Project No. 1 -I I- Pending -EA
Gentlemen:
GeoTechnologies, Inc. has completed the authorized design of the filter diaphragm and drainage system
for two water retention ponds which will be installed at the Brightleaf at the Park project in Durham, North
Carolina. As indicated by attachments with this letter, two small water retention ponds will be constructed on
the project and will include gasketed RCP pipe ranging in size from 30 to 36 inches in diameter. The
information provided to us indicatps that the pipes will be bedded on a continuous concrete cradle, and the City
of Durham has requested that a filter diaphragm be installed. The filter diaphragm design was evaluated utilizing
methods employed for High Hazard dams in the state of North Carolina. The actual filter diaphragm should have
a minimum width of not less than 3 feet, should extend at least 18 inches below the bottom of the cradle, and
should extend a minimum of 2 feet above the top of the pipe. Additionally, the diaphragm should extend a
minimum of 3 feet beyond the outside edges of the cradle and should be installed on a 1.511:1V slope up to the
top of the diaphragm so that it will look approximately as shown in the attached figures. In reality, the contractor
may wind up with a wider diaphragm depending upon the construction techniques used to install the diaphragm.
A concrete sand meeting C -33 gradation requirements should be used to backfill within the filter diaphragm. A
C -33 concrete sand rather than a manufaetured NCDOT 2S sand is recommended in order to provide better
filtration and better drainage capacity.
As shown by the attachments, the drain extending off of the filter diaphragm towards the headwall
should include a minimum 21 inch high by minimum 3 foot wide section of #78 stone which should abut the
cradle and /or pipe which in turn should be completely encapsulated in a minimum of 12 inches of C -33 concrete
sand. The drain should extend down to within 7 feet of the headwall where drainage from the drain should be
collected in a slotted pipe which is slotted within the stone and is solid through the sand and through the soil to
its discharge point at the headwall. We are recommending that the drain be installed on each side of the cradle as
shown in the attachments.
The design was accomplished by calculating the anticipated seepage quantities based on an assumed
permeability of 1 x 10 em/see which would be typical for fine grained Triassic soils such as exist in this area.
The filter diaphragm is designed to handle 100 times the seepage which would occur as the result of
transmission through that type soil, and the drains off of the filter diaphragm are design to handle 1,000 times
the estimated seepage.
3200 Wallington Court, Suite 106 • Raleigh, North Carolina 27615 - Phone [phone] • Fax [phone] • www.geotachpa.com
Priest, Craven & Associates
Re: Brightleaf at the Park
March 22, 2011
Page: 2
Installation of a proper seepage diaphragm will substantially reduce the potential for a piping failure
along the outlet works. Failures along outlet works are the primary cause of failures of these type structures.
However, it is equally important that the subgrade below the cradle and backfill placed adjacent to the cradle
and around the pipe be properly installed. The soils placed under and immediately around the cradle should be
fined grained soils compacted to not less than 95% of the standard Proctor maximum dry density at I to 3% on
the wet side of optimum. Placement of dry of optimum soils substantially increases the permeability of the soil
and the susceptibility of those soils to piping type failures. An added precaution which is sometimes utilized
with these type structures is to bentonite enrich the soil placed within 2 feet of the cradle for a 10 foot long
control section beneath the crest of the dam. If bentonite enriched soil is used, 2 to 3% bentonite should be
added to the soil by mixing on the ground prior to placement and compaction. The importance of proper
compaction and moisture control adjacent to the cradle and pipe cannot be overemphasized. It is strongly
recommended that full -time inspection be conducted during placement of backfill around the outlet works and
that density tests be performed to verify that it is placed both to the proper compaction and at the appropriate
moisture content.
Please contact us if you have questions regarding this information or if we can be of any further
assistance.
Sincerely,
es
GeoTechnologies, Inc. ""F+
WALo+
Edward B. Hearn, P.E. e'
NC Registration No. 9520
EBH /pr- dli/lam
Attachments
Ul i 1(Brighleat)ea- Filter.docx
_.�. -. - .....::: RJR... m., m. m_.,-... a....,....,......,, :- .:......_.- .- ...- ..,�..rv.;.., a u.4 a e,. { -e'.�
a.c"m
www.geotechp
r �
t35.5
750
� 70
Oil: 11
°.�
0
G -33 CONCRETE 5AND
C-33 CONCRETE 5,AND
s
■■■
Jiia.J
i;
,u�■■■
'■i■:�iii■
FILTER
OUTLET DRAdN FROM DIPHRAC-)M
DI GM
®C -33 5AW
- - --
C -33 5AND -
'
I
n
n
=r
#TS STONE"
RCP
x"18 STONE,
I
.MEN
MINJI
.....e..9:���E!.�
.
�— — — —
— — —
—�
- MINIMUM OF I FOOT OF G -33
■ui■
"
-'
-
5AND AROUND #18 STONE
�
MIN
'
n
n
i��
MIN. 4°" 5CHEVULE CC PVC
iNowra
4" -0"
45'
4' -01'
(INVERT 4" ,ABOVE
��
n
ne�
•
(INVERT 4" ABOVE
BOTTOM OF *18 STONE)
SHIM 5ENEATH
RC F, (Typ)
•
ii
Cl3NG TE
°� �
1 I
CRADLE
NET
POND #2 5EEPA6E
DIAPHRA6M
I
NOT
TO 5GALE
n
■■'n'
■
■n■
n■n■■■�■■
■nit
iiii
'ia�
me
■
■'■iiiGn
�nr,
"fin
rim
��'■1'i
■
i
■■nn■
n
nommmmti
®p
EE■
~
■�
mom
■■�
■■
■■
■■�r
■mr__
pry
�..r■Inn
_
y�
��
MEMO
'■�
n
�
�w
ne�l■
'■rlai
■�e
""'='"
■��
uii
C'i�'�'u'
■•pia
'■
�
p
p
C���weC
MEin m
r
■i
i■
L111110
�e
■__
n�
..�.ngc
■
Egli
�r■■�I�■■■
fir■
Gam'
■�n�_�-
�_�I
r.
.__......._911
0
.
�
-.._r
n
..,._r
.......����
■�
5.
■I ��`
■■
■■
■Ito
.:.�■.■.■..�_
�asrr�rN���a�■.
■��H.
_.�..■_■
now
,.__.
■ �i
�,.
mom
E6161
I
re
m
pp
�■
�
0011111111111
�
OEM
N
1i
MIMI
man
_Me
r�n;■An
■■■■■��!�•_—
am
■■
n■
..�_
W
�--
-�-.
--
M.li■
,r.:u�n
■Lin��■.■.nn0�■�n■�
...��d�
.
.��,�d
.-,
�i�i"�'iGG■"`it1"iGiGG�G�
rn
i �CCiC
■
■
i°°����
■■�t
■■■�en
■
■■RiGt��
■■
■■`
'
n
■
■Hole•
'�
■■
i
■
C
.n
.
eC"ni
a..
i•a•
a
e�
'■
"
�r�,
iii
.�
■■
'9■
..nn�9.
r�in
■e■■��
■
n
■
�
■ ■■
n■
■■
■■
■ne�■e.�ree
�;
Gn
nn
■ ■e■n■
■ ■■
n
�
®pQ
I
J
Y
eee■
■■n
_
■n
■�r'�n-
..
■n■
ii■
MEN
■■■■■
N�
ne■
ne.�i
oi'�ieieG�
+
■■■
nC
C
'.�'.■
■�
E
mu
•eig
i�•aiGG
'�CCGC
a
:C��:
i•a�
nn�
n..
CCU'
■
.■■■
Ali
:C:
i
CC'
ME
'■
■
�,
5"■'•i
■"i'i'■■rw
■r_
.
■■
�n�•ie��n•�'i�•i
Noll
ode'•
■'i■ni■e
r
,,
=p-
, ■
n
■■Hen
o
ii�fG�■`'i�:
■
nee`
■
i■n
.....
C�.
'
.
e
:
e.
.nee
C
■C■Q`:.C!...e
■
.
...:'■'
�i #11
'nIi
T J
:f
. !i
fo■
.��■��■
l�'r7ldiET
■
■e
■eni'ee
ue
■eee
n■
nH
.e�■■�
mums
■q..�l■.C■■■n
ee■■BnMnHVeen
ON
.n.;�
p
ann
■
■n
ge'■�'I
�
�■■�■■C�.,:
■
■®
"
�'
�'�
_
ee��
iaC:
'�e'.Ceeeeen
■I!
■i!■�
■f•■
Be
�ii"iC.
■t•
-
■!
—_
. ■�
■fie
■
C�m
nn■e■en
mum■
Ti.
■■
■V
r �
t35.5
750
� 70
Oil: 11
°.�
0
133.5'
G -33 CONCRETE 5AND
C-33 CONCRETE 5,AND
s
'■i■:�iii■
FILTER
OUTLET DRAdN FROM DIPHRAC-)M
DI GM
®C -33 5AW
- - --
C -33 5AND -
'
I
�
=r
#TS STONE"
RCP
x"18 STONE,
I
MINJI
�— — — —
— — —
—�
- MINIMUM OF I FOOT OF G -33
■ui■
"
-'
-
5AND AROUND #18 STONE
�
MIN
EVERYIedHERE.
iii■■■■■■
MIN. 4°" 5CHEVULE CC PVC
4" -0"
45'
4' -01'
(INVERT 4" ,ABOVE
MIN. " BGHEDULE 80 PVC
n
ne�
EI0TTOM OF #15 5TONE)
(INVERT 4" ABOVE
BOTTOM OF *18 STONE)
SHIM 5ENEATH
RC F, (Typ)
n
Cl3NG TE
°� �
1 I
CRADLE
NET
POND #2 5EEPA6E
DIAPHRA6M
I
NOT
TO 5GALE
'■�
n
�w
p
p
L111110
�e
■__
n�
..�.ngc
■
Egli
�r■■�I�■■■
fir■
Gam'
■�n�_�-
�_�I
r.
.__......._911
0
.
�
-.._r
n
..,._r
.......����
■�
5.
■I ��`
■■
■■
■Ito
.:.�■.■.■..�_
�asrr�rN���a�■.
■��H.
_.�..■_■
■■
,.__.
■ �i
�,.
�
pp
�■
�
�
man
■�
am
■■
n■
rn
i �CCiC
■
i°°����
�'_-
■�E"it
'
n'n•_3�i
"
�r�,
iii
.�
/!�
r�in
■e■■��
■
n
■
�
■ ■■
■■non
■ ■n■■■■nH
Gn
nn
■■H
■ ■■
n
I
J
Y
►
_
■�r'�n-
Gi■■�Gn
ii■
N�
+
■■■
nC
■
■�
■
■■
a
nn�
■
■ ■■
Ali
133.5'
�VA+
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING _ DATE
STORM WATER DATE
TRANSPORTATION DATE
G -33 CONCRETE 5AND
C-33 CONCRETE 5,AND
s
FILTER
OUTLET DRAdN FROM DIPHRAC-)M
DI GM
®C -33 5AW
- - --
C -33 5AND -
'
I
=r
#TS STONE"
RCP
x"18 STONE,
I
MINJI
�— — — —
— — —
—�
- MINIMUM OF I FOOT OF G -33
"
-'
-
5AND AROUND #18 STONE
�
MIN
EVERYIedHERE.
MIN. 4°" 5CHEVULE CC PVC
4" -0"
45'
4' -01'
(INVERT 4" ,ABOVE
MIN. " BGHEDULE 80 PVC
EI0TTOM OF #15 5TONE)
(INVERT 4" ABOVE
BOTTOM OF *18 STONE)
SHIM 5ENEATH
RC F, (Typ)
CfitSTRETE
Cl3NG TE
°� �
1 I
CRADLE
NET
POND #2 5EEPA6E
DIAPHRA6M
I
NOT
TO 5GALE
�VA+
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING _ DATE
STORM WATER DATE
TRANSPORTATION DATE

PLANT
L18T -
WET-POND
41
KEY QUAN.
COLOR
TYPE COMMON ,
SCIENTIFIC NAME
r — I n A ri - irm t
■
t.
s
KEY QUAN.
COLOR TYPE COMMON NAME
IN -SITU TOP�IL TD BE 5T06kPILED ON -SITE FOR USE IN THE At 1ATiC q.
WETLAND PLANTING AREA5 SHOWN IN THE AMATIC SHELF AND THE
•
5HRU135 SHOWN ALONG THE TOP OF THE FOREBAY BERM SHALL BE
1
1150 EA
PLANTED IN A "NATURALIZED" MANNER WITH PLANTS GROUPED HTHIN
TOTAL PROVIDED IN LON SHELF
L150 EA
AREAS AS LABELED AND 5FACED ON- CENTER AS OUTLINED IN THE
- _,
THE AQUATIC, SHELF, INCLUDING THE DAM PRIOR TO SEEDING/PLANTING
CHART.
�®
55361
Nam
15 EA
IF THE WETLAND WA5 USED DURING CONSTRUCTION AS A 5EDIMENT
TOTAL j - ,c PROVIDED IN Hl(5H SHELF
154 E-A%
6.
r- -:: ' :. ERM (SHRUB
COMPACTED SOILS FOR TI-E WETLAND PLANTING SUCH THAT ONCE
APPROPRIATE AREAS COVERED WITH 4" OF TOPSOIL AS 5PECIFIED IN
TOTAL - EA IN FOREBAY BERM
0
NOTE #2 ABOVE, AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION
TOTAL r PROVIDED rr. ' . r.
22 FA
0.
TOTALS
PERMANENT DEVICE 5HOUL12 NOT OCR UNTIL ALL GONSM=ION 15
TOTAL HERBA6EOUS PLANTS PROVIDED IN EPH B
130 EA
r 4 Al z
TOTAL 5Hf;?JJB5 PROVIDED IN EDH B
1-16 EA
NETPOND
A.
r I i
4.
ACCEPTABLE FERTILIZERS CAN BE. MINERAL, ORGANIC (MANURE),
TOTAL i IN LOH
WM P05T OR GREEN CROPS.
"TOTAL HERBACEOUS PLANTS REOV. (235qu.25)
5,qO EA
11.
TOTAL RC', r PROVIDED IN LON
rr EA
B.
Hlr-,H SHELF (SHRUBS)
ADEGIIATE TO SUPPORT ESTABLISHMENT AND GROWTH OF THE WETLAND
TOTAL
'
PLANTINGS. CONTRACTOR TO AMEND 501L5 AND INSTALL SOILS IN
O , ,: _ y r
108 EA
PLANT, 5HRUB, AND TREE AREAS PER DETAIL5, 501L 5PEGIFIGATIONS, 12.
TOTAL . 5 PROVIDED IN HI&H SHELF
105 EA
G.
FOREBAY BERM (SHRUBS)
SHEET 635,
TOTAL AREA IN FOREB ' _
•r SF
TOTAL r ,5 PROVIDED IN Frr,1,
;, EA
I?.
Ti
EXTENDS FROM LATE MARCH TO EARLY JME. THE BEST TIME TO PLANT 13.
A MINIMUM THO -YEAR WARRANTY PERIOD SHALL BE PROVIDED BY THE
SHRUBS IN A WETLAND 15 FROM NOVEMBER TO MID MARCH.
TOTAL SHRUBS `rr ■, ■ IN EDN
CONTRACTOR SHOULD 56HEOULE PLANT INSTALLATION ACCORDINGLY.
14.
AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE
1.
ONCE THE PLANTINGS HAVE BEEN DELIVERED TO THE 51TE FROM THE
TWO -YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE MUST
RY THEY SHOULD BE FREQUENTLY WATERED, FERTILIZED AND
BE REPLACED. E5TA5LI T PROCEDURE5, 5U6H A5 CONTROL OF
SHADED UNTIL THEY ARE INSTALLED,
INVASIVE REDS, ANIMAL AND VANDAL DAMAGE, M UI- 6HING, RE- STAKING,
r — I n A ri - irm t
■
t.
s
KEY QUAN.
COLOR TYPE COMMON NAME
IN -SITU TOP�IL TD BE 5T06kPILED ON -SITE FOR USE IN THE At 1ATiC q.
WETLAND PLANTING AREA5 SHOWN IN THE AMATIC SHELF AND THE
•
5HRU135 SHOWN ALONG THE TOP OF THE FOREBAY BERM SHALL BE
*TOTAL HERDAGEOU5 PLANT5 REGV. (3-121".25)
1150 EA
PLANTED IN A "NATURALIZED" MANNER WITH PLANTS GROUPED HTHIN
TOTAL PROVIDED IN LON SHELF
L150 EA
AREAS AS LABELED AND 5FACED ON- CENTER AS OUTLINED IN THE
- _,
THE AQUATIC, SHELF, INCLUDING THE DAM PRIOR TO SEEDING/PLANTING
CHART.
TOTAL AREA IN HI&H SHELF
55361
"TOTAL 5HRU155 REG'D. (565611.04)
15 EA
Pro] rc_u € ► p!fifi
PELT
TRICTA
VIRGINZA-
- �
a • - �' - - _
Z
+s 6C r ^�` � •�< iw
( 1 ,
i
1' r
NETPOND #h
A.
LON SHELF r i. PLANTS)
IN -SITU TOP�IL TD BE 5T06kPILED ON -SITE FOR USE IN THE At 1ATiC q.
WETLAND PLANTING AREA5 SHOWN IN THE AMATIC SHELF AND THE
TOTAL AREA IN r . SHELF
5121 5F
5HRU135 SHOWN ALONG THE TOP OF THE FOREBAY BERM SHALL BE
*TOTAL HERDAGEOU5 PLANT5 REGV. (3-121".25)
1150 EA
PLANTED IN A "NATURALIZED" MANNER WITH PLANTS GROUPED HTHIN
TOTAL PROVIDED IN LON SHELF
L150 EA
AREAS AS LABELED AND 5FACED ON- CENTER AS OUTLINED IN THE
- _,
THE AQUATIC, SHELF, INCLUDING THE DAM PRIOR TO SEEDING/PLANTING
CHART.
TOTAL AREA IN HI&H SHELF
55361
"TOTAL 5HRU155 REG'D. (565611.04)
15 EA
IF THE WETLAND WA5 USED DURING CONSTRUCTION AS A 5EDIMENT
TOTAL j - ,c PROVIDED IN Hl(5H SHELF
154 E-A%
6.
r- -:: ' :. ERM (SHRUB
COMPACTED SOILS FOR TI-E WETLAND PLANTING SUCH THAT ONCE
APPROPRIATE AREAS COVERED WITH 4" OF TOPSOIL AS 5PECIFIED IN
TOTAL - EA IN FOREBAY BERM
0
NOTE #2 ABOVE, AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION
TOTAL r PROVIDED rr. ' . r.
22 FA
0.
TOTALS
PERMANENT DEVICE 5HOUL12 NOT OCR UNTIL ALL GONSM=ION 15
TOTAL HERBA6EOUS PLANTS PROVIDED IN EPH B
130 EA
COWLETE AND THE DRAINAGE AREA TO THE WETLANQ IS GC 9MIELY
TOTAL 5Hf;?JJB5 PROVIDED IN EDH B
1-16 EA
NETPOND
A.
r I i
4.
ACCEPTABLE FERTILIZERS CAN BE. MINERAL, ORGANIC (MANURE),
TOTAL i IN LOH
WM P05T OR GREEN CROPS.
"TOTAL HERBACEOUS PLANTS REOV. (235qu.25)
5,qO EA
11.
TOTAL RC', r PROVIDED IN LON
rr EA
B.
Hlr-,H SHELF (SHRUBS)
ADEGIIATE TO SUPPORT ESTABLISHMENT AND GROWTH OF THE WETLAND
TOTAL
'
PLANTINGS. CONTRACTOR TO AMEND 501L5 AND INSTALL SOILS IN
O , ,: _ y r
108 EA
PLANT, 5HRUB, AND TREE AREAS PER DETAIL5, 501L 5PEGIFIGATIONS, 12.
TOTAL . 5 PROVIDED IN HI&H SHELF
105 EA
G.
FOREBAY BERM (SHRUBS)
SHEET 635,
TOTAL AREA IN FOREB ' _
•r SF
TOTAL r ,5 PROVIDED IN Frr,1,
;, EA
I?.
Ti
EXTENDS FROM LATE MARCH TO EARLY JME. THE BEST TIME TO PLANT 13.
A MINIMUM THO -YEAR WARRANTY PERIOD SHALL BE PROVIDED BY THE
SHRUBS IN A WETLAND 15 FROM NOVEMBER TO MID MARCH.
TOTAL SHRUBS `rr ■, ■ IN EDN
` B r
f
r `
_ ...
. ,u��;y� ` .. — • d � �� e '';.: _ l � � "a ;1', 1 �.,.° a ''� uk V
"r
i
IS
.,a
r
-G M
QRAPHI G 56,ALE
Re5TPICTIYE PLANTING ZONE I = 20
AGUATIG SHELF ORAPIN&
1
I,
IN -SITU TOP�IL TD BE 5T06kPILED ON -SITE FOR USE IN THE At 1ATiC q.
WETLAND PLANTING AREA5 SHOWN IN THE AMATIC SHELF AND THE
SHELF PLANTING AREAS.
5HRU135 SHOWN ALONG THE TOP OF THE FOREBAY BERM SHALL BE
PLANTED IN A "NATURALIZED" MANNER WITH PLANTS GROUPED HTHIN
2.
TOPSOIL SHOULD BE SPREAD TO A MINIMUM DEPTH OF 4 THROUGHOUT
AREAS AS LABELED AND 5FACED ON- CENTER AS OUTLINED IN THE
THE AQUATIC, SHELF, INCLUDING THE DAM PRIOR TO SEEDING/PLANTING
CHART.
VEGETATION. TOPSOIL SHOULD BE HAND - TAMPED AND LIGHTLY
COMPACTED WHILE MAINTAINING THE MINIMUM 4" OF TOPSOIL DEPTH FOR 10.
IF THE WETLAND WA5 USED DURING CONSTRUCTION AS A 5EDIMENT
PLANT GROWTH. CONTRACTOR TO ACCOUNT FOR SETTLING OF LOOSELY
BASIN OR TRAP, THE BASIN MST BE GLEANED OUT, GRADED,
COMPACTED SOILS FOR TI-E WETLAND PLANTING SUCH THAT ONCE
APPROPRIATE AREAS COVERED WITH 4" OF TOPSOIL AS 5PECIFIED IN
5ETTLING OCCURS THE FINAL GRADES AS SHOWN ON THESE PLANS ARE
NOTE #2 ABOVE, AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION
MAINTAINED,
OF THE CONSTRUCTION. THE CON-VER519N DF THE QEVI6 S TO A
PERMANENT DEVICE 5HOUL12 NOT OCR UNTIL ALL GONSM=ION 15
3.
SEE WET POND AND AQUATIC SHELF NOTES ON SHEET C35 FOR
COWLETE AND THE DRAINAGE AREA TO THE WETLANQ IS GC 9MIELY
DETAILED SOIL SPECIFICATIONS.
STABILIZED WITH PAVEMENT. 5ISIXTURE5. AND NffAE MON, t TLANp
PLANTINGS IN THE 6WATIG SHELF SHOULD BE IN5T ER PER NQMS-
4.
ACCEPTABLE FERTILIZERS CAN BE. MINERAL, ORGANIC (MANURE),
WM P05T OR GREEN CROPS.
11.
THE NET POND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3
5.
CONTRACTOR TO WORK WITH SOILS 501ENT15T TO ENSURE 50IL5 ARE
DAYS PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND
ADEGIIATE TO SUPPORT ESTABLISHMENT AND GROWTH OF THE WETLAND
WORKABILITY.
PLANTINGS. CONTRACTOR TO AMEND 501L5 AND INSTALL SOILS IN
PLANT, 5HRUB, AND TREE AREAS PER DETAIL5, 501L 5PEGIFIGATIONS, 12.
ALL NEW WETLAND PLANTI%5 IN THE AGUATIC SHELF AND THE SHRUBS
NCDENR SPECIFICATION, AND 501L SGIENTI57" RECOMMENDATIONS. SEE
IN THE FOREBAY BERM ARE TO BE WATERED AS REGUIRED OWING
SHEET 635,
INITIAL GROWING 5EAWN TO KEEP PLANTS HEALTHY AND PROMOTE
GROWTH.
6,
THE OPTIMAL MOD FOR PLANTING HERBACEOUS VE6ETATION
EXTENDS FROM LATE MARCH TO EARLY JME. THE BEST TIME TO PLANT 13.
A MINIMUM THO -YEAR WARRANTY PERIOD SHALL BE PROVIDED BY THE
SHRUBS IN A WETLAND 15 FROM NOVEMBER TO MID MARCH.
CONTRACTOR FOR PLANT SURVIVAL/REPLACEMENT.
CONTRACTOR SHOULD 56HEOULE PLANT INSTALLATION ACCORDINGLY.
14.
AT THE END OF THE FIRST YEAR AND AGAIN AT THE END OF THE
1.
ONCE THE PLANTINGS HAVE BEEN DELIVERED TO THE 51TE FROM THE
TWO -YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT SURVIVE MUST
RY THEY SHOULD BE FREQUENTLY WATERED, FERTILIZED AND
BE REPLACED. E5TA5LI T PROCEDURE5, 5U6H A5 CONTROL OF
SHADED UNTIL THEY ARE INSTALLED,
INVASIVE REDS, ANIMAL AND VANDAL DAMAGE, M UI- 6HING, RE- STAKING,
WATERING, AND MESH OR TUBE PROTECTION REPLACEMENT, WALL BE
8.
ALL 015TURBED AREAS AROUND THE OUT5IDE OF THE WET POND SHALL
IMPLEMENTED TO THE EXTENT NEEDED TO ENSURE PLANT SURVIVAL.
BE SEEDED WITH A LAWN AREA SEED! MIX (PER SEEDING
STAKING HUST BE REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12
`M IFICiATIM) WIVE GRA55E5, LEC�P9E�, GLOVER5 A1�3
MONTHS), TO PREVENT GIRDLING (STRANGLING) OF ALL WOfIDY
HILDFLOAMS.
�` ®®��ea�aeaera
CITY OF DURHAM
PUBLIC WORKS DEPARTMENT
APPROVED
ENGINEERING PATF
STORM WATER DATE
TRANSPORTATION _ -- DATE
DATE
DAT
M-EASED FOR GONSTRLIGTICN

i
f
,
t
* REFER TO T11E IhI-v PLAN ffOR DETAIL ON A66ESS TO f5MF'S
E
r +
�` �f ;•k b ���
� H I ,,.,,, i �° ��1 i ' � ' �_� " ,fit k
��; f l_ri e A � Af , �.. C,
ENGINEERING DATE
STORM WATER DATEq !.
-TRANSPORTATION DATE
a

RISER BASIN STATE DETAIL #6.61
. . . . .. .. cccnoc�7rmoot',-'D MnTF7q
SEEQIN.G r2PEO,FICATIQbU
Ty
MANHOLE STD. 20.09
SPILLWAY
NOTIE..
ORIFICE
i� ORIFICE INV.
Grass: Kent�cky Fescue #31
801b./ac. (odd 30 lb./ac.
CONCRETE ANCHOR
Fertilizer '10-10-10
Rye Grain
— Nov. thru
1000 lb./ac.
TOP OF
SURFACE AREA'
1. Prior to conversion to dry detention basin
0-20-0
500 lb. /cc.
A. Sediment basin shall be cleaned out and vegetative cover established prior to use
Lime
ELEV
2T/ac•
LUM - 4 It V.
SIZE (IN)
ELEVA11ON
Mulch Small Grain
1-1/2T/ac.
BERM ELEV.,
I YR STORM
225 gal./ac.
LENGTH - 0 u 0.
II. Inspect monthly, or after every runoff - producing rainfall event, whichever comes first
ONE, ; M-1
121M
WSTH -Lx 0.4 + 0
A. Remove debris from the trash rack.
.TE MPINQ
!QH
B. Check and clear the orifice of any obstructions.
X
C. Check the pond side slopes;, remove trash, repair eroded areas before the next rainfall event.
OEM=
SEEDING RATE
U)
>
Z
0
1;
00
mo
D. Remove all woody vegetation from the embankment.
LATE WINTER — SPRING',
POUNDS PER
a
A
2!: 2
Z!, rn
rn
Ill. Quarterly
(FEB.-MAY),
ACRE LOOO SQ. FT.
a >
A. Inspect the collection system (i.e., catch basins, piping) for proper functioning.
KZ=1E=
Clear accumulated trash from basin grates and basin bottoms, and check piping for
obstructions.
SEEQIN.G r2PEO,FICATIQbU
Ty
MANHOLE STD. 20.09
NOTIE..
DRY DETENTION BASIN MAINTENANCE REQUIREMENTS
TUP RAP AMON DESIGN
Grass: Kent�cky Fescue #31
801b./ac. (odd 30 lb./ac.
0K I= HIGH 84TIE
Fertilizer '10-10-10
Rye Grain
— Nov. thru
1000 lb./ac.
Feb.)
1. Prior to conversion to dry detention basin
0-20-0
500 lb. /cc.
A. Sediment basin shall be cleaned out and vegetative cover established prior to use
Lime
2T/ac•
LUM - 4 It V.
as - o dry de'tention 'basin
Mulch Small Grain
1-1/2T/ac.
Emulsified Tack
225 gal./ac.
LENGTH - 0 u 0.
II. Inspect monthly, or after every runoff - producing rainfall event, whichever comes first
WSTH -Lx 0.4 + 0
A. Remove debris from the trash rack.
.TE MPINQ
!QH
B. Check and clear the orifice of any obstructions.
C. Check the pond side slopes;, remove trash, repair eroded areas before the next rainfall event.
SEEDING RATE
U)
>
Z
0
1;
00
mo
D. Remove all woody vegetation from the embankment.
LATE WINTER — SPRING',
POUNDS PER
a
A
2!: 2
Z!, rn
rn
Ill. Quarterly
(FEB.-MAY),
ACRE LOOO SQ. FT.
a >
A. Inspect the collection system (i.e., catch basins, piping) for proper functioning.
Clear accumulated trash from basin grates and basin bottoms, and check piping for
obstructions.
ANNUAL RYEGRA$.S�
40-50
1
X
X
X
X
X
X
X
X
B. Check pond Inlet pipes for undercutting, replace rip rap, and repair broken pipes.
RYE
SPRING OATS
110-1 50
95-125
3
3
X
X
X,
X
C. Repair eroded areas Immediately.
SMALL GRAIN
80-110
2
AND
IV. Every 6 months
ANNUAL LESPEDEZA
25
1/2
X
X
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the pond. If the depth is reduced to 75%
of original
design depth, sediment will be removed to at least design depth.,
SUMMER
(MAY TO AUG. 15)
V. General
A. Mow the side slopes according to the season.
SUDAN OR SORGHUM
Maximum gross height will be 6".
HYBRIDS - 1
40-50
1,
X
X
X
B. The orifice is designed to draw down tho, 'pond.1n 2-5 days. !f,th,'o._drawdown iwnot
accomplished
MILLET (BROWN TOP)
40
1
X
X
In that time, the 'system may be clogged. The source- of the cl6ggfrig''rn"'ust -6e found ohd "etiminated.
WEEPING LOVEGRASS:
4-6
0.2
X
X
X
C. All components of the detention pond system must be kept in good working order.
LATE SUMMER-LATE FALL
(AUG. 15 TO N16 j
ANNUAL RYEGRASS
35745
X
X
X
X
RYE .
110-150
3
X
X
X
X
1
OATS (BEFORE OCT. ,1)
95-125
2 yz
X
X
X
WHEAT (AFTER OCT. 1)
100-180
3
X
X
SMALL GRAIN
75-135
2
RISER
DETAIL
AND
RVEGAS
20
%
I1"I
366 Rot-' 4to
Tt
it'd, IL— Rk, All, I= Alt
,1;
amt
C
Bill
Bill
;q 1 11 H0.5
VA
TER 1511901r,
DWS16Wbi DESIGN AND CONSTRUCTION, 1971). EXISTING GRADE FA
ZONE 1 15" — 18* DW PIPE AT 5 FPS
LENGTH- 4x D. ­
Is
WIDTH - L x 0.4 + D.
ZONE 2 24" — 66" DIA. PIPE AT 5 FPS
LENGTH - 6 x D.'
WIDTH - L x 0.4 + D
ZONE 3 72" AND LARGER
LENGTH - 8 x D.
W = L X 0.4 + D. PROPOSED GRADE I
.3i
NOTE: ALL OTHERS DESIGNED PER ARMY CORP.
OF ENGINEERS SPREAD SHEET — SEE DETAIL ONE JOINT OF PIPE TO 'D • MIN. DROP
CLASS 1 PdP FLARED END SECTION REMAIN At SAME SIZE IF lossiaLE
CONSTRUCT 0 0% SLOPE
PIPE/FES TO BE CONSTRUCTED AT 0%
ZONE 3 72" AND EMOM
LENGTH - 8 u D
IS - L x 0.4 + D.
NOTE-' ALL OTHERS DESMWW PER-ARW CM.
OF ENOINEERS SPWEAD SHEET — SMEE OETAL
I I
Ty
MANHOLE STD. 20.09
NOTIE..
TUP RAP AMON DESIGN
0K I= HIGH 84TIE
0, a mp Dow.
PTO
BE MMHM
COW67RUM IN
= DVMWV W WOMTICK
ONLY %IWA OW
M IF
&a= or pow Am MMMwaroK 1971A ),
15• - le Ok PIPE AT 5 FPS
ai ENTERNG VMHM
MNOT K A048%
LUM - 4 It V.
VOTH - L x 0.4 + D.
So• b[A, PIPE AT 5 FPS
LENGTH - 0 u 0.
WSTH -Lx 0.4 + 0
ZONE 3 72" AND EMOM
LENGTH - 8 u D
IS - L x 0.4 + D.
NOTE-' ALL OTHERS DESMWW PER-ARW CM.
OF ENOINEERS SPWEAD SHEET — SMEE OETAL
I I

t::.
},.
k
}
('

0, F
4
z
A/
1OP9
*44, 750
SliPS. PER STANDMI)
115E Naw
DETAI L
0835 :21 41� /%
TRASH GUARD
2
"riff-.77-TIM
I . i � . •
6
...........
Z[01
.......... ..
Keinbrc
.....
Channel
U
L
Level
. .........
5preaaor lip
I t
370
110
.3
P
uj
EX I ST 1 N6
I . i � . •
6
...........
.......... ..
Keinbrc
.....
Channel
U
L
Level
. .........
5preaaor lip
I t
370
110
.3
uj
EX I ST 1 N6
GRADE
An
LA
V2
mw
PROPMED
?5
GRAVE
7
w
slR
360
'I
1 1 W 5%
AM 35W.. Au
EMOM FACTOR
"T
I
60
TOP OF
AM -
Ptll E-R 51
TTLEMMT
558,70U
TEW. SKIMU
TO
9
5ET AT 550,
70
bum
41�U�
Y
-41
32,65 LF
RI., fie
TRASH GUARD
0-n
DETAIL
350
10r ORIFICE
--f""
40. 00 LF
5.00 LF
I tv W�P
1 1 , 40%
x
LUNGE P06L
Iflfli'llil if:
r% t-�
DEPTH-56'
G
-5TVNE__- CLA55
I
A,
Mldr§�;5
340
L-24
-
55
340
14= I u
PE-FT H-
2'
STONE
CLASS I
V10
STORM
L 1�,&=
DRA I
T.M.
EEMW NV
LOTS' 369
372
330
330
3+VV
fin
5+00
6+00
7+00
I . i � . •
6
CUTLET DEVIrE INFORMATION
5'diometer manhole riser with a ld'orifice and 18'RCP barrel.
i Year Water Surface Elevation 354,192
100 year Water Surface Elevation
Top of Berm Elevation
W 5% Settlement Factor- 358.40
Top of FN.rm Elevation After 5etfl6prif 358.00
ewymcly CIALC 51
M t
M
t
XOTE5.
1. La 15 THE LENGTH CP Ill P-RAP APRM.
7.d-1.5 TIMES THE MXIKJM STONE DIAPIETEAi.
BUT NOT LESS THAN 6,
...........
.......... ..
Keinbrc
.....
Channel
U
L
Level
. .........
5preaaor lip
I t
CUTLET DEVIrE INFORMATION
5'diometer manhole riser with a ld'orifice and 18'RCP barrel.
i Year Water Surface Elevation 354,192
100 year Water Surface Elevation
Top of Berm Elevation
W 5% Settlement Factor- 358.40
Top of FN.rm Elevation After 5etfl6prif 358.00
ewymcly CIALC 51
M t
M
t
XOTE5.
1. La 15 THE LENGTH CP Ill P-RAP APRM.
7.d-1.5 TIMES THE MXIKJM STONE DIAPIETEAi.
BUT NOT LESS THAN 6,

I
^yI
>o,
e
r
I
(j
i
r
i t
• { t
i
y
�f
f
1
1
jr
1 \ p�0
,�+w......,� .,,'�\ �, � ti 3, y1 1 � � r� 1 /Ldt ..` (r \`'•.. _rte "�r,A""
.
m
ry
1�"�'sf �.Ml.,: 9 .�ilg ^.. a,, -.` PAW 4
i» � ►,,.,� fl in t �wyi�l
Flow Bypass P�� I Zone Buffer Zone I DUKOr
w...LKG
f !kt
�r4 {�.:- �# „•:
� R� � ,�
)
�
i•..
, y.. .�
i�:l '''` fif f % wHR _ ,,�r�y r� y:
i l'Yr.
771
L
f ' � y
� _•,d • .co-. ,., ^.yi ♦:,,, r r.. d
'
+
' t
can- Ftiter.:. > >����= :�'.•.:�:;:::;:::'<.>.,
I
i. a • •
.•
t v y
' •` .ate +��.1.
F,eu�forced - a 'J.
N
Channel _ • n
_ -
u�
mmmmii
Level
B r er ' Lip T c.
9
'.: F r I' P III ..'
.. • :. . ..
i
I i 51
A 1
R
m
.q r r ... �e : t � -♦ _ 1. _ .aF�.' I( :r n' R ., t - r'_r
t r .-+
- t::- r a. .:,. .. r- i,. �.d i -.. r' .F„ '--,ir• ;f -,: e• .r R ,. :' r.:•�• t- '�f Kr ::a
- - r..
„
R
--+
•
PROPOSED
..
t< R' `,d t
r
R' r' R1v Ib ' •
-a
-
.: � ► . ' i = t t. - €- � ,. �r
., ._ -y 1 '..: ,R: r aBri -
'!
rl' ��.
i
',' r r y.. d'F .i9. , -., ,. ..
..i ,r .r -'i ♦ 091-iii '.. „ r -sr r -: : 1 -' i ;.' .. •.- - a . -.r
-.: r ' R �� �r ,-• - t -' � R' : t / i1. _
.• RI •r •..'fir :,, Ry*' �R. .! ie e�+`i+
-
_.IN
- -
"i ) y= y, + .. ”' it i' - -' ' ' : •r. ' Y'y R: -.' R - f_-
_
R, t, { �. B,'ir - � ..
3
, ".. ... it IIa Y.. y
R "7, t t i° M «.R .. a'. ,.,, 1, . ♦_. i +./
.: �:. .... :_ •i .rd'R ♦ ^. ����...
{3 1`.: C •}'. ,!
�a!I �'.,
';
/ -1•`' r II :r i ♦ n
�
r,. - i "{
1 �
' "'R.t : r P. R' 1 -, i'
4 0' !`� rfrt Yrf
�r1
��: ''.
•d� r! { �
R .. R =. 's ".,, r1'� ► i =-f;. `., ,,,, - ..y,.; r, .. .. :r R.i -.: R' i t ".
TOP
355.
V
i
:.
I Cl OM
'
" q.�'1 = r :r ♦^ -, er e f � :e r' i� a i' �r ♦ - yi
�
�� �L.. t
I TO
1238 50 Lr _
I JI<
!a
17, LF
SET
. -
-
3
i.�' 't i_• arc} r � ,L"f ir' ,r -'.f
i
_.. i ��:
!•,�_ �
'
I
r
_
t r f r i 7. �. -� t r`� izr # /
.w - �:E
33,00 LF
WERJU
f
@
..
TRASH
�
�
-
R - „y�f r` a� �, r , -;, B bra - _ r .r• t r d - -
zf
350
f74J j'�'''
i° . RCP
- I
y r � •r yr - :. '.Rw r' , � ` � _ '" x.� 4, l' i'- r° ...ter =, ,.�, N r d
r
r r
-- I
IV ORIFICE
I
_
-y' i -K8. R4 u" ..
}..
, �t is ,a .., ♦ r. :" f, " --, r :; , .: �, r -;'.- r '.1
'..
' �.. " +, i. "u_ 'e 1, eailA. ,pay- jE -' , r. R i - �i - ` •, _ /s. G y*
F
W �.}
0.0
C ,.c,:' "Z ;:..,.n• �*.�,'` � `4 '.,:.. :, �,�,.,, 1 aawe... I f{ t � � .r..�:.
" -'T Be- r':B Y.'vf
.i ��.
p <,
°
i 1 �� �., � ��, . I ; � �� a f� � � ��'
a� •• t> t' r .-r ter- a•
• ww
s.
a �
„
P.
r , "
.- � i'. - Ia � ; -, ■ � lr
_
- r- •; -. _ � is ^-r. IM -r. r -'.: r r' a,_ar
i •
, -
L PLUNGE PC
�I
X-
r4
.
m
Flow Bypass P�� I Zone Buffer Zone I DUKOr
�-20 ft .. - -30 ft—
From
L
_
'
Forebay --`''� ' "
can- Ftiter.:. > >����= :�'.•.:�:;:::;:::'<.>.,
i. a • •
t v y
: S
F,eu�forced - a 'J.
N
Channel _ • n
u�
Level
B r er ' Lip T c.
9
'.: F r I' P III ..'
.. • :. . ..
i
I i 51
A 1
m
U
--+
PROPOSED
X
a3
'!
_—
1 �
f.,�
TOP
355.
V
I Cl OM
5
TT T }.
I TO
1238 50 Lr _
I JI<
!a
17, LF
SET
. -
2.10
3
3
-EM
�m
33,00 LF
WERJU
f
@
..
TRASH
350
f74J j'�'''
i° . RCP
r
p
0{000
-- I
IV ORIFICE
W �.}
0.0
L PLUNGE PC
�I
X-
r4
DEPTH-4V
344
VOP
STONE m
5 I
W=10 I
V l o, 6 F/5
DEPTH
2r
V,o -1 1.
9 Fly
—
'4
DRY POND
#2
STORM ERAINAGE
VLOTS
442
I + 4+00 5+00 6+00
4 r.
4
Level Spreader Lip
r,
3" Layer of
Flaw PIt x#57 Stone
_ -- Riparian
buff r.
V
s'
Channel'
3 ft Wide
5t'r
r of
Linderdraln - 51zed
For 51te Soil Falter Fabric
Conditlon3 •- Drain Appropriately Sized
Into Bypass Swale Concrete Footer
r
l
- { i
-
f.
4A M
.t.
s:
� p �r+y{g , � @@ @g yB�� $�'• gip �p� 9
�! fl.c4 yH A'.. •19 -..Y Y!. _.- .�Y+ �4
f-
T S+. .
i
"
1 f
t
I t
t A•
t - t
1 i 5
� f Ir •
r r a.
RFV1510N 04/14/08 O'
I DRY POND #2
`, R z NOTES 4 DETAILS
bid
TEM .— (SEE SHEET 01 )
EX I ST. CANC. MONUMENT,
4
!
1
i � a
r
t
i°
Y i
f9-
`9p
Plunge
Flow Bypass P�� I Zone Buffer Zone I DUKOr
�-20 ft .. - -30 ft—
From
L
Watershed
'
Forebay --`''� ' "
can- Ftiter.:. > >����= :�'.•.:�:;:::;:::'<.>.,
i. a • •
t v y
: S
F,eu�forced - a 'J.
Channel _ • n
Level
B r er ' Lip T c.
9
'.: F r I' P III ..'
.. • :. . ..
i
I i 51
A 1
� f Ir •
r r a.
RFV1510N 04/14/08 O'
I DRY POND #2
`, R z NOTES 4 DETAILS
bid
TEM .— (SEE SHEET 01 )
EX I ST. CANC. MONUMENT,
4
!
1
i � a
r
t
i°
Y i
f9-
`9p

IMF
- � Nw-
0,
ro
son
M :
UM
an*
=Oman!
al
Z
ON
BASIN 35 PYOFAZ
(XV, SCAU),
om
Ic WORKS DEPARTMENT
,APMOVED

9
RISER BASIN - STATE DETAIL #6.61
I YR STORM/ ORWICE INVEM I GO NCRETE 4
ICHOiR
SKLWAY ELEVATION 'AT SPILLWAY man womim
TRkW RACK W/ANTI-V X PLATE
DETAL (CfTY OF D~W
0% ENERGY DISSIPATER
,f #o
FES
CLASS 1 RUC RAP
CONSTRU 0 OX SLOPE
OWE
Of FIRE m
MD MMON %wo &W &WE SIZE
pm,im 70 BE Comsymmlo AT W
rl-=
I
TORAGI� EL9:V.
40LE MD. MOO
1
ti
ki
PAW
0% ENERGY DISSIPATER
,f #o
FES
CLASS 1 RUC RAP
CONSTRU 0 OX SLOPE
OWE
Of FIRE m
MD MMON %wo &W &WE SIZE
pm,im 70 BE Comsymmlo AT W
rl-=
I
TORAGI� EL9:V.
40LE MD. MOO
1

��, ® r „i - 1e _ i.;,� * 1!' raw- •' r PUBLIC POND
.1m %�Wmh 4 ACOF-55 FA5EMENT
W1 At
1�'4 it • �" ''-i,' _ #' ►r w "K I ,: � i► , ,�► �.:., .-. ,.� �.r -. (w,�
n ,� r ... •w d to .. d � Q - ,.� Q
a
4t - -
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPL ICATON OF LIME, FERTII.I7.M AND .SEED,
NOTE: WHEN USING CELL- D-SEED DO NOT SEED PREPARED AREAL. CELL -O ^SEED. MUST. BE INSTALLED WITH PAPER SIDE DOWN.
2, BE N AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (iScm,)�DEEP X 6 "' 15ctn) WIDE TRENCH -
BLANKET WI H ATROW,1OF 51APL.£)'S STAKEESS APPROXIMATELY 112°' (3DCm UAPART IN THE BOTTO�MM,, OF THE TTRRENCHHOHO {R. THE .
PQtiillkJ BLANKET K 4 E SAND "r STAPLING, APPLY 's5 Gl q BLANKET SRLGOMPAC D SOIL WRH:A ROW C )
STAALES�S'TAKES SPACED APPROXIMATELY 12 (30om).APART ACROSS THE MOTH OF THE BLANKET.
3, AGAINST THE SOIL BUACE. ALL 8 {� NUS[ BE SECURELY F.hSTENEO TO SOIL 511RFACE BY PLACING STAPLESfSTAKES.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATtM GUIDE. WHEN USING OPTIONAL DOT SYSTEM° � ST. LM/STAKES
SHOULD BE !PLACED THROUGH 'EACH -OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN,
4, THE EDGES .0F FARAU.EL BLAN EIS Mt1St BE BTAPLm WITH APPROXiFA4TELY 2 " -5 ". (5cm- 1'2.Simt) OVERLAP DEPENDING,
ON BLANKET TYPE, TO ENSU PROPER SEAM ALIGNMENT PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET^ -BEING
INSTALLED-0N TOP) EVEN WITH THE COLORED SEATO S7RCH'"'0K EDI _ THE- PREWOUSLY INSTALL ZNANKET.
5. CONSECUTIVE SLANKEPB SPLICED DOWN THE SLOPE MUST BE PL AM END OVER END (SHINGLE STYLE? WTtH AN APPROXIMATE
s" (7.Bom) OVERLAP. STAPLE THROUGH OVERLAPPED. AREA, APPROXIMATELY 12" {3itcm) APART �ACRO53 ENTIRE
BLANKET WIDTH,
"IN LOOSE SOT. CONORIDNS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN S" (10cm)MAY BE NECESSARY. TO
PROPERLY SECURE THE BLANKET$,
I
14648 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725
'l�Ia' �,�*1!�1!#!s1'�.� °�4�_► l�l /'. ^�1 �1'il.'lI l *i►
_ R
r� z
'R rl
YI
4
wa i
� v5
L1 w
f
STAPLE
PATTERN .GUIDE
�, scam 6.5' `and
6.67' roll' widths only
- *2 " -5° (6om- 12,5arij
NINtK.
.iW
•2 "�-B' (5im-1Z acm)
BIN.ihKx.
PIPE DIA.
am 8198
Seem Stlt0h
N9 {PT.)
6' 1.8m
t )
N1
183.
1.0
11 1 8"
1.211 @.00
2.0013.71
!.2011.71
3.0018.70
NORTH
t .86
Ile 4 0" '
1.2312.00
0.00!3.74
AMERICAN
.3.1013.71
' 0.60 /8.75'
1. 1
GREEN
1.231240
0.6014.88
1,8012.60
EROSION CONTROL Products
16010176
8.0
0664,
Ouaranta4d SOLUTIONS
'4.0014.71
1.7616.60
4.0014.95
14649 HI hwa 41 North
Evan®vliila, IN 47725
2.1
10 #a,
0.5013.30
USA 1-800- 772 -2049
aura STAKES �e era pro'
�
Www.nogrom.COM
Par bl®thw6o slth ttw Amvkaa
thraugs m � la+ o'24 meta.
,'�
� STF_Ed�R
�y - zrayaee
"2° -5" (ham- 92.5em} a2'° -5° (5cm- 12.5cm)
8.00/8.10
0.0019.00
2.7818.80
6.>10•/5.76
11.5011t.78
3.8
.M8 0 Be
8.2014.00
0.0016.18
3` (D•9m)
stltat.
+' (t.2ml
4.0
S.. SKLofi
6' (t.itm)
8.0017.00
0.2816.50
2.6010.70
E
4.5
4'8 1 e"
4.0016.00
8.6018.60
8.21/4.00
7.0010.81
18:80111.71
0.0
16 6 8"
4.5016.0P
7.0010.00
3.2514. 00
7.2818.20
18.7611A.75
0.8
18 1 8"
4.6018.00
7.6018.80
8.21/4.00
7.2810.88
14.00/11.70
6.0
16 6 0" 14.0018.00
'
7,5018.80
3s° 0.0m)
7.7018.21
14.71110.71
-$can Sttch
4' 1.2m)
3.s (110m)
Awith the apt�d RarLh Alartt�
ilwZ�fli�'wldfrod tlo
HI181 FLaYt
CHAUM 10" {q.25m)
'rSmam Stitch
11+ STAPLES DER = pVIX 3.76 STAPLES PER SM YM
4.1 STAPIffi.FR 81. tdcr NCAIi
Far Jets w0h ths.qptla , Bt�Amadvan Far blsnhe0ls with the cptimd Am.I=
qma ^DOT sirL�+r f / "®.•'' Or1mt 0qI Sptmm pt^ L.�Wt aefi4awas
Uimgti eoiAt s[ - 9419 sots, time each aP 3hs ealar. sate.
4I .,nntt,,:. e.f 6'nnen C4EknL.
­111 .s"e.., ,L.°.....6w.. ,".. &in.dt. .Aw:e.s] --- Pao..... ......a....a a. "..,.
'
9
I14MUL DIgI0I011118
P7.
L MINI 1
BIN.IMAX,
BIN- IMAX:_
NINtK.
.iW
BIN. /RLAX.
BIN.ihKx.
PIPE DIA.
am 8198
- N1(PT. ) ..
N9 {PT.)
cr(FT..)
N1
183.
1.0
11 1 8"
1.211 @.00
2.0013.71
!.2011.71
3.0018.70
1.t10/0.00
t .86
Ile 4 0" '
1.2312.00
0.00!3.74
.i..&a1A'.00
.3.1013.71
' 0.60 /8.75'
1. 1
15 @ 8"
1.231240
0.6014.88
1,8012.60
8.6018.75
16010176
8.0
0664,
1.1012.30
'4.0014.71
1.7616.60
4.0014.95
7.5010.88
2.1
10 #a,
0.5013.30
4.0018.00
2.6018.00'
4.50/1.&0
10.00111.80
3.0
18 Q 2"
8.00/8.10
0.0019.00
2.7818.80
6.>10•/5.76
11.5011t.78
3.8
.M8 0 Be
8.2014.00
0.0016.18
2.2118.00
0.00/0.71
12.00113.21
4.0
11 0 8"
3,0014.00
8.0017.00
0.2816.50
2.6010.70
18.04118.21
4.5
4'8 1 e"
4.0016.00
8.6018.60
8.21/4.00
7.0010.81
18:80111.71
0.0
16 6 8"
4.5016.0P
7.0010.00
3.2514. 00
7.2818.20
18.7611A.75
0.8
18 1 8"
4.6018.00
7.6018.80
8.21/4.00
7.2810.88
14.00/11.70
6.0
16 6 0" 14.0018.00
7,5018.80
3.2914.00
7.7018.21
14.71110.71
1► � >L i a� ,�i,

er
V I
4
Jt
K C
40
I�Iclff';l In W�4 �A I I VZ3 11) 1 IN I Ia
All I CPA a 1-1111
ffl211F_W1T;x14'c10Zt11'W1
EXTEND RE I NPCWJff4MT UP St DE SLOPES Cr- OVOW-La4 SP I LLMY T0 ELEVAT I ON A325. 0 AND
EXTEND M I NFOWW-1ENT 2-Pr, BEYOND THE TCLE CF THE SP I LLWAY AND KEY- I N AT LEMIT I V
BELON EXI
STING ORMN17,
INSTALLATION OP NAG C,550 TO 02 CEATIPIED BY WMUFACTUREK
CITY OF DURHAM
PUBUC WORKS, DEPARTMENT Isms
JAE5TFIELD HOME-5 • THE CAROLINA5, LLC
4112 PLEA5ANT VALLEY RD, %1TE 214
RALE16H, N6 27612 CA
PH. -qlcl -78,q--q-700 FAX q1q 'T8q—c1200
STAPLE PATTER!
'.6.5-and 6.67'
roll- widths only
44t
S 0 0
. (5cm-I2,5CM)
1i STAKU PIER %X TM
W.J.4tl OTAKM M %_,11
For . Iftf t,.
3.75 STAPLES M W. yo,
%S
(.461 MI 11%.
W dh AMsd=
Gram% GOT SW".,Sko&AtjZ tckqq.,
4
Usmgh audi of ift VM' d dote,
3' (0.2-)
or- Seam Stitch
W—(FT)
1.0
NORTH
1.20
#5 0 84
3.3. (1.0m)
AMERICAN
4.2019=
3.3013.75
0.50111.75.
1.60
GREEN
1.2512.00
3.0014.20
1.6012.90
EROSION CONTROL Products
2-0
Of # 8"
Guaranteed SOLUTIONS
4.0014.711
1.7619.80
4.00/4.28
14649 Higghw® 41 North
2.5
#5 0 Be
2,5014.40
Evansville. IN 47725
2.0013.00
4.80/B.80
10.00111.80
USA 1-800-772-2040
.7 STAKES FER SQ. VD.
F. bl.ok'Moa. 5.11 M=ZZILIth
www.nogreen.cm
Acei..
1.7013.80
8.013.75
SLap
'—seam 5u" 4! (112m)
t—t.se �osml 0.0m)
mr (1-0m)
1.15
For Wnw,
-=g T
FM
4' (1.2M)
T0.
lUkrtb A-1—
90=8W.0
­-Soon siltdq
ENDWALL DI
M SZONS
44t
S 0 0
11111.)M�
1i STAKU PIER %X TM
W.J.4tl OTAKM M %_,11
For . Iftf t,.
3.75 STAPLES M W. yo,
%S
(.461 MI 11%.
W dh AMsd=
Gram% GOT SW".,Sko&AtjZ tckqq.,
4
Usmgh audi of ift VM' d dote,
Or
'h._1ho0W1'tMpWW WWI.
ENDWALL DI
M SZONS
NZIUMM
MZN. IMM.
11111.)M�
11101.1M.
=411AX.
MIN.IWX.
WE DIA.
RU_ Still
W—(FT)
1.0
1.20
#5 0 84
i.101E.00
3.0013.70
4.2019=
3.3013.75
0.50111.75.
1.60
No a a"
1.2512.00
3.0014.20
1.6012.90
3.3013.75
2-0
Of # 8"
1.5019.0
4.0014.711
1.7619.80
4.00/4.28
7.60/6.0
2.5
#5 0 Be
2,5014.40
4.0018.00
2.0013.00
4.80/B.80
10.00111.80
8.0
M 4 8'
3.0013-30
5.0014-00
1.7013.80
8.013.75
11.60111.76
2.8
Of 8 8'
3.1514.50
8.0010.15
6A0/S.50
6.0019.75
12.00113.95
4,9
#5 9 8"
3.5014.80
8.80/7.00
8.9514.50
8,6018.73
16.00119.95
4.5
#6 8 a"
4.0015.00
0.5010,50
3.2514.00
7.0018.25_
13.50116.75
5.0
#3 0 8"'
4.5015.00
7.0010.50
8.2814:00
7,2619,96
13,75113.75
5.5
05 * Ou
4 WIG 00
7,501
M
L
T. 2512.=
14.00118,76
8.0
1 *5 !9:1V:
4—.:JI.
fe"
t :'! NO
0
jill:q�i4'
2,1
7,7516m
-is-
4. 1mrs