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SITE IMPROVEMENT NOTES:
\ I . 8' WIDE A5PHALT TRAIL PER DETAIL 7/LA-22.
^ 39 \\\ S 2. CONCRETE WALK/ PAVING PER DETAIL 2JLA-22.
/ \\ y B 3. ASPHALT PAVING PER DETAIL I/LA-22.
`\ R 4. WHEEL STOP - 5EE 51TE AMENITIES 5CHEDULE. INSTALL PER MANUFACTURERS
10a \`\\ SPECIFICATION AND PER DETAIL 4/LA-2 1 .
` \ 5. HANDICAP PARKING 51GN PER DETAIL I/LA-21 .
30 ,. G. HANDICAP PARKING SPACES PER DETAIL 2/LA-21 .
7. GUIDE RAIL PER DETAIL G/LA-23.
ILL
9 \�APARTMENTS ` "' ,Yy 8. SEE ALTERNATES ON SHEET LA-2.
9. BRIDGE ABUTMENTS FOUNDATION5 - REFERENCE ENGINEER DRAWINGS, 5HEET5 5- 1 ,
�' �` �� 5-2, 5-3.
PARTNERSHIP -� landscape architects
10. PRE-FABRICATED STEEL BRIDGE (TOTAL QTY: 3) BY CONTECH BRIDGE SOLUTIONS, OR
1728-26-6126 39 & � ��� ���` ���` APPROVED EQUAL. PEDESTRIAN BRIDGE, PONY TRU55, CONCRETE DECKING, VERTICAL land planners
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~ ` �j� F PICKETS IN WEATHERING STEEL. DIMENSIONS AS FOLLOWS: 306/200 Parham Street
10a. 8' wide X 40' Ion� g Suite B
, 3
(/� �� � ;_ I Ob. 8' wide X 2G' long
" SO' ��� ' I Oc. 8' wide X 50' long Raleigh, NC 27601
\� NRRg /� �A Z N 1 1 . RELOCATED FENCE. REPLACE WITH NEW A5 NEEDED. 919.755.0046
ACRES (GIS) 12. 1 O' WIDE DOUBLE 5WING GATE PER DETAIL 4/LA-23.
HEM 13. PICNIC TABLES - SEE 51TE AMENITIE5 5CHEDULE, INSTALL PER MANUFACTURERS
T�RS eUF 12 �SS ° EXISTING GREENWAY TRAIL /N� 2
�FER `�\ \\ 0 _r., r 5PECIFICATION5 ON CONCRETE PAD PER DETAIL 2/LA-22.
/� 14. ACCESSIBLE PICNIC TABLE - SEE SITE AMENITIES 5CHEDULE. INSTALL PER
MANUFACTURERS.
1 5. BENCHES - 5EE 51TE AMENITIES 5CHEDULE. INSTALL PER MANUFACTURERS
\\ _ P� NORTH
'� � -`�"i'��i SPECIFICATIONS.
I i _---- ---_ I G. BIKE RACK - 5EE SITE AMENITIE5 5CHEDULE. INSTALL PER MANUFACTUERER5 t -
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1 LANDFILL PARK
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SPECIFICATIONS
1 ~' 17. TRASH RECEPTACLE - 5EE 51TE AMENITIE5 5CHEDULE. INSTALL PER MANUFACTURERS
IN5TRUCTION5 ON CONCRETE PAD PER DETAIL 2/LA-22.
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16. SHELTER - 5EE 51TE AMENITIES 5CHEDULE. INSTALL PER MANUFACTURERS
5PECIFICATION5 ON CONCRETE PAD PER DETAILS 2/LA-22 AND 5/LA-22. PHASE ONE
19. RESTROOM BUILDING * BENCH - REFERENCE ARCHITECTURAL DRAWINGS, SHEETS
<0 A I o 1 , Ago I . 9000 DEPONI E DRIVE
` ` 20. MONITORING WELL TO BE FLUSH MOUNTED/ RELOCATED PER DETAIL
EXISTING CHAIN LINK �, � \ ��� 2 I . GRAVEL PARKING LOT BY OTHERS.
RALEIGH,NC
FENCE �P ® 22. ACCESS GATE PER DETAIL 5/LA-23.
23. GRAVEL TURNAROUND BY OTHERS.
24. AGGREGATE PATH PER DETAIL G/LA-22. WAKE COUNTY
_ ® 25. EDUCATIONAL 51GNAGE BY OTHER5. LOCATION TO BE DETERMINED IN FIELD.
2G. RETAINING WALL PER DETAIL 4/1-A-24. FACILITIES DESIGN
27. ENGINEERED WOOD MULCH PER DETAIL 7/LA-2 1 . AND CONSTRUCTION
28. GRILL - SEE SITE AMENITIE5 5CHEDULE. INSTALL PER MANUFACTURERS SPECIFICATIONS
ON CRUSHED 5TONE PAD PER DETAIL 3/LA-22.
, RSHE�g- 29. COLLAPSIBLE BOLLARD - SEE SITE AMENITIE5 SCHEDULE. INSTALL PER
' '•' ' ' - - -"� W MANUFACTURERS-SPECIFICATIONS.
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1 ALTERNATES POINT `�/ l .` �.� �� 30. BOULDERS Consultants-�•, 3 I . CONCRETE CURB PER DETAIL 4JLA-22.
32. RECYCLING RECEPTACLE - 5EE 51TE AMENITIE5 5CHEDULE. INSTALL PER
11 MANUFACTURER5 SPECIFICATIONS ON CONCRETE PAD PER DETAIL 2/LA-22.
33. WATER FOUNTAIN - 5EE 51TE AMENITIE5 5CHEDULE. INSTALL PER MANUFACTURERS
i_ 5PECIFICATION5.
I SN� 34. SPEED BUMP - SEE 51TE AMENITIE5 SCHEDULE. INSTALL PER MANUFACTURERS
51PECIFICATION5.
y Include In Alternates # 1 , #2: _
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PARTNERSHIP
8. SS LINED SWALE TO STRUCTURE #9.
1 ,fF. _ ` q� 9. SILT FENCE OUTLET PER DETAIL G/D-G.
0 Parham Street
Bw '2s�2.0 rW 2st.o`\ �~ ��5 X - „w. 10. TEMPORARY EARTH DIVERSION BERM PER DETAIL A/D-G. Suite B
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CONTROL NOTES:
I RIP RAP APRON OUTLET PER DETAIL J/D-3.
2. SILT FENCE PER DETAIL B/D-G3.
3. TREE PROTECTION FENCE PER DETAIL 3/LA-23.
4. GRA55 LINED 5WALE PER DETAIL I/D-3.
5. PROVIDE DIFFUSION AT WOODS LINE WITH LEVEL SPREADER PER
DETAIL
G. UNDERDRAIN PER DETAIL landscape architects
7. RIP RAP PLUNGE POOL PER PROFILE SECTION I/D-3. land planners
6. GRA55 LINED 5WALE TO STRUCTURE #9.
9. 51LT FENCE OUTLET PER DETAIL G/D-G. 306/200 Parham Street
10. TEMPORARY EARTH DIVERSION BERM PER DETAIL AID-G. Suite B
1 1 . HARDWARE CLOTH * GRAVEL INLET PROTECTION PER DETAIL Raleigh, NC 27601
E/D-G. 919.755.0046
12. ROCK DOUGHNUT INLET PROTECTION PER DETAIL f/D-G.
13. POROUS 13AfffFL5 IN SEDIMENT TRAP PER DETAIL DID-G.
14. TEMPORARY SEDIMENT TRAP PER DETAIL C/D-G.
NORTH WAKE
LANDFILL PARK
PHASE ON E
9000 DEPONIE DRIVE
RALEIGH,NC
WAKE COUNTY
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z 0. Description,
Date
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320 -------------
------ -------
33o
3 Date Issued: January 9
4 ry 200
VEMI EMM LM
'Mm no= MEMI ME= immi Esm MEM OEM MEN[_. MEM No= NEW
Scale 1 =40'
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GRADING DRAINAGE Sheet No.
EROSION CONTROL PLAN
FEB 2 5 2009
S,
DENR-WAf ER QLAW Y
lh-EXANDS/�No STORNINVATER BRANCH 40 20 0 40 80 120 1

o
GRADING / DRAINAGE / EROSION
k
CONTROL NOTES:
I . RIP RAP APRON OUTLET PER DETAIL J/D-3.
2. 51LT FENCE PER DETAIL B/D-G3.
3. TREE PROTECTION FENCE PER DETAIL 3/LA-23.
4. GRA55 LINED 5WALE PER DETAIL I/D-3.
5. PROVIDE DIFFU5ION AT WOOD5 LINE WITH LEVEL SPREADER PER
DETAIL
G. UNDERDRAIN PER DETAIL landscape architects
7. RIP RAP PLUNGE POOL PER PROFILE SECTION I/D-3.
6. GRASS LINED 5WALE TO 5TRUCTURE #9. land planners
9. 51LT FENCE OUTLET PER DETAIL G/D-G. 306/200 Parham Street
10. TEMPORARY EARTH DIVER51ON BERM PER DETAIL AID-G. Suite B
1 1 . HARDWARE CLOTH * GRAVEL INLET PROTECTION PER DETAIL Raleigh, NC 27601
E/D-G. 919.755.0046
12. ROCK DOUGHNUT INLET PROTECTION PER DETAIL P/D-G.
13. POROU5 5AffEL5 IN 5EDIMENT TRAP PER DETAIL DID-G.
14. TEMPORARY 5EDIMENT TRAP PER DETAIL CID-G.
NORTH WAKE
LANDFILL PARK
PHASE O
9000 DEPONIE DRIVE
RALEIGH,NC
WAKE COUNTY
FACILITIES DESIGN
AND CONSTRUCTION
z.,
Vo= IN= mum ON= no= IN= Consultants
v -
`` _ ___ ,--50'.-TJRRB WATERSHED BUFFER zc E GENERAL GRADING, DRAINAGE EROSION
g CONTROL NOTES:
A,
I . Tree protection fencing must be installed and the City of
i- Raleigh Inspections Department contacted for an
W TERSHED; BUFFER ZONIE 2
m5pection prior to the becjmning of any Site work.
--_„�_ _ 2. Erosion control measures to be installed prior to grubbing
_ ,._ L '�' •-- _ 9 ` 21�40 - and adi eration5.
gr ng op
BOTTOM e 3. To 5oi1 to be 5tri ed and stock sled on site. Reference
� �_i�J ��i�-J �'•-� DISSIPATOR P001,� p
ELEV-25
�'
X ` ��--- 2 °�` Professional Seals
plans for stockpile location.
S11 ~l �� �/ e 4. Contractor to insure positive drainage away from buildings. ,���,� CAR04 ,��0
/,L9.,
5. All proposed pavement Shall meet existing pavement, flush.
/ # SB W C-
7
Ps r.. N G. All groundwater monitoring we115, gas monitoring wells, _ W C-
�'
27" S10 `L BOTTOM Ps ,� �'s o,;= .••�'�.�N°UARO<�'-,,
i QISSIPATOR POOL
2�s 27 260 EtEv.=251s1 leach collection 5tubouts, gas extraction wells, and gas �' ' � a ���,,: ?fie°�V_S °
272
TW 269.0 �, MW- 2D TW 268.5 �. .._ .w ,(( �.
__..w. _.. OS CAPE P�� o Q
Bw 2s8.o - - MW- 12 Bw 266.o --"--" collection valves must be protected throughout o'� _
TIN 270A"`____ ° �AL °
- °OJ'628426 =
11
. BW 266.2 construction.
MANHOL -__ RD �� G
_2 0•..,_ �-- 7. Reference Sheet D-3 for Storm 5chedule• h'q EL R�
11
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O .••••�pNDSCgp
i
•-" _ - s- �~- X. LEACHATE LINE 6. Reference 5heet5 D-2, D-3, and D-5 for details regarding _ ;,�� �
4 8 m-
ABANDONED MANHOLE " z� _ =W
5
(FILLED WITH SAND) P7 -
Storm drainage structures. _ :a
9 -
- CONCRETE
9 Reference Sheet D G for details r rdi erosion control
_ s9 EX. p C D X �_ ega ng -,,�'iq�,,,,,,,,,,,,,,•,.P��,,,:
E E AD H S�
C N R T R X 7
7 - - - mea5ure5. ''' , flflflflfl
10 Reference Sheet D-7 for Erosion Control Seeding Notes.
EX.
CON
CRETE SWALE _
_ 1 G
Revisions
` _ Date
290 _. . , � � �� Description
�\M
310
Date Issued:
January 2009
Scale >
1 =40
Drawn by: NMY/LT
_ _ _ 300 _ _ BHS
320 -�_ _ - _ Checked by:
I � I E � Sheet No.
LM Emm mm, Em--_ -
- -__
MATCH _�`_ t �-__ EROSIONT PLAN
____
-_
330
fl
FEB 9 5 20i
DEER-WER Q JALII
40 20 0 40 80 120
P 7 ! _G e.
1 V:�,Ti.AioDS r1N�i Sl"�;ti,��al,�`f�,t�3sir

GRADING / DRAINAGE / ER051ON
( ,! •, CONTROL NOTES .°
r ' �
m ;r 40 ° o mum 1 . RIP RAP APRON OUTLET PER DETAIL J/D-3.
I , .�,
2 SILT FENCE PER DETAIL BJD 63
% ~ - `
240 � / 1 MW-32
3 TREE PROTECTION FENCE PER DETAIL 3/LA
4. GRASS LINED SWALE PER DETAIL I/D-3.
RB-1
SPREADER
5. PROVIDE DIFFUSION AT WOODS LINE WITH LEVEL READER PER
DETAIL
RISER=237.
' 6. UNDERDRAIN PER DETAIL
landscape architects
7. RIP RAP PLUNGE POOL PER PROFILE SECTION I/D-3.
INV = 233.57 land planners
,` 8. GRASS LINED SWALE TO STRUCTURE #9.
9. SILT FENCE OUTLET PER DETAIL G/D-6.
---_-___ -----------------
306/200 Parham Street
J -� 10. TEMPORARY EARTH DIVERSION BERM PER DETAIL AJD-6. Suite B
Y ^Y 1 1 . HARDWARE CLOTH GRAVEL INLET PROTECTION PER DETAIL Raleigh, NC 27601
919.755.0046
_ ....::W� _ 1 2. ROCK DOUGHNUT INLET PROTECTION PER DETAIL F/D-1;
\ \ 85 r - ' '~ � 23 1 13. POROUS BAFFELS IN SEDIMENT TRAP PER DETAIL D/D-G.
/ W' 6 f - _ - _
1w-23s.85 ° ti��i ! `` 14. TEMPORARY SEDIMENT TRAP PER DETAIL / -G.
CD
w 238.
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BW 235.0,,r r
J
' ! ' �,; BW 235.0w \\ tl \ W MW-7
LANDFILL
23
--"" BUFFER
�,� 238.85 ; \ , - .- NR S�Eo �F t \ PHASE ONE
\BW 234.0 -'� Rg W A DER
\ \
•
9000 DEPONIE DRIVE
LEI
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g FFER f �yJ"
�- U_�
- _ WATERSI � \ \\_ WAKE COUNTY
• ._..., ` row. oar _...._
_4
�,`- � \ \ FACILITIES DESIGN
AND CONSTRUCTION
rY�� \ \\ Consultants
o ,\( ��o �� GENERAL GRADING, DRAINAGE ER0510N
w ,
v � CONTROL NOTES:
- • �, \ \
I . Tree protection fencing must be installed and the City of
1 � ♦ ,
P5 (ST-2) Raleigh In5pection5 Department contacted for an
P4 -
f m5pection prior to the beginning of any Site work.
240
1 \ \ 2. Erosion control mea5ure5 to be installed prior to grubbing
I 3
MW-15U
______-_ MW-15 0 .
244 c
and grading operatoon5.
---- M-10
' --- 246 _--- ~' 250 -__ 3. Topsoil to be Stripped and stockpiled on 51te. Reference
.. \ Professional Seals
267:85
---_____. p{an5 for 5t0ckp1le location.
\. O
C - '� \ 250 1 4. Contractor to insure po51tive drainage away from buildmg5. CARo��'�. ,��
� O�o•` CAPE q '' 'vy '
5. All pr posed pavement shall meet exists g pavement,
P3 252 0 I o p n p t -
t!
- off
_
-,,, ! 6. All groundwater morntoring wells, gas monitormg wells,. _ W
� - N CARD
`�• leachate collection 5tubout5, gas extraction wells, and gas - �' '' �
collection valves must be protected thro out =
., CAPE °
protec ugh '� ,, ° (���AL °
N_` - -
/�-: ♦o. '' /IIIIIIIN`` = '028426 ° -
\ - 1 J ` construction. ` „Iluullh,, �N�a L�'�°°
l
s �\ 260 '` i 7. Reference sheet D 3 for Storm Schedule. s,,,,,CAR , ti cyq°°N
O
E
262 \pNV kgj0f '� "nnnna'
$ \ r 6. Reference 5heet5 D-2, D-3, and D-5 for details re ardor - -
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26 263 04 263.25 f g g _ `r`,' -_
i
263.04 storm drainage 5tructure5. = a
bQX\
7 5
f
o o
f -
2 - "{ o - 9. Reference Sheet D-6 for details regarding erosion control -. i 'W
P
-IATE LINE o �` i mea5ure5.
'' ,111111111\
263.04 10. Reference Sheet D-7 for Erosion Control Seeding Notes.
Revisions
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3
F I - M 1 use 2 ion ate
_ - _ i �` y \ 2s3.o4 N O. Descripti D
w S1 263.25
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\ 263.00
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EX. CONCRETE
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l � z��y January
� 2009
80
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- 280 \
. .
_ ---- _. \ 40 20 0 40 80 120

STORM DRAINAGE SCHEDULE - NORTH WAKE LANDFILL PARK
STRUCTURE NO. DESCRIPTION LOCATION GRARIM EL ELO INVERT IN INVERT OUT OUTLET PIPE INFORMATION SEE
SHEET
S1 NCDOT 840 02 E: 786,313.7
66 268.00 N/A 263.50 (15" HDPE) N1 125.57 LF
PIPEFOR 'EQUA R®A1DS
CATCH BASIN N: 19%
S2 CONCRETE DROP INLET N: 786,417.12 269.00 262.00 (15" HDPE) 261.90 (15" HDPE) P2: 81.74 LF OF 15" CORRUGATED ADS
NCDOT 840.14 E: 2,125,573.41 N-12 HDPE PIPE OR EQUAL ® 0.68%
6' DIA PRECAST N: 786,499.70 261.34 (15" HDPE) P4: 97.52 LF OF 24" CORRUGATED ADS 36.0
S3 MANHOLE NCDOT 840.52 E: 2,125,549.49 268.00 262.34 (12" HDPE) 261.24 (24!! HDPE) N-12 HDPE PIPE OR EQUAL ® 10.66% 42 RCP
DISSIPATOR POOL 24.0 APRON 120 landscape architects
CONCRETE DROP INLET N: 786,432.18 P3: 126.06 LF OF 12" CORRUGATED ADS land planners
S4 NCDOT 840.14 E: 2,125,437.89 269.00 N/A 266.30 (12 HDPE) N-12 HDPE PIPE OR EQUAL 03.14%
5' DIA PRECAST N: 786,582.94 P5: 39.81 LF OF 24" CORRUGATED ADS ��\ TOP OR RIPRAP NCDOT CLASS A RIPRAP 306/200 Parham Street
S5 MANHOLE NCDOT 840.52 E: 2,125,608.76 251.00 250.84 (24 HDPE) 250.74 (24 HDPE) N-12 HDPE PIPE OR EQUAL 0 18.19% � Suite B
HDPE FLARED END N: 786,588.54 -- ---�� _ _ Raleigh, NC 27601
S6 N/A 243.50 (24" HDPE) 243.50 (24" HDPE) N/A ®���
SECTION E: 2,125,652.96 919.755.0046
�� a
LO
S7 ------- E: 282,5 378 08.84 8 39 267.00 260.60 (42" RCP) 257.00 (42" RCP) 3 2592.26 LF OF DUAL 24" RCP PIPE ®
2
CONCRETE ENDWALL N: 786,423.31 2
i!
S8 N/A 254.00 (42" RCP) 254.00 (42" RCP) N/A 1
NCDOT 838.01 E: 2,125,003.67
1 N
DROP INLET N: 786 358.48 P7: 33.57 LF OF 12 CORRUGATED ADS
CONCRETE 1.0 _;..'.
5.30 12 HDPE : .
278.00 N A 27 NORTH WAKE
S9 /
NCDOT 840.14 E. 2,124,826.36 N 12 HDPE PIPE OR EQUAL 0 29.78% SLOPE
CONCRETE DROP INLET N: 786,391.62 P8: 78.88 LF OF 12" CORRUGATED ADS
S10 NCDOT 840.14 E: 2,124,839.09 268.00 265.30 (12 HDPE) 265.20 (12 HDPE) N-12 HDPE PIPE OR EQUAL ® 13.94% LANDFILL PARK
S11 HDPE FLARED END N: 786,435.47 N/A 254.20 (12" HDPE) 254.20 (12" HDPE) N/A NCDOT CLASS A RIPRAP
SECTION E: 2,124,909.58
CONCRETE DROP INLET N: 786,624.14 N A 297.30 12" HDPE P9: 74.52 LF OF 12" CORRUGATED ADS PHASE ONE
S12 NCDOT 840.14 E: 2,123,145.61 300.00 / ( ) N-12 HDPE PIPE OR EQUAL ® 1.74% FILTER SAND
S13 HDPE FLARED END N: 786,648.58 N/A 296.00 (12" HDPE) 296.00 (12" HDPE) N/A
SECTION E: 2,123,217.55
9000 DEP NIE DRIVE
S14 CONCRETE DROP INLET N: 786,553.89 300.00 N/A 297.30 (12" HDPE) P10: 31.45 LF OF 12" CORRUGATED ADS RALEIGH, NC
NCDOT 840.14 E: 2,123,250.91 N-12 HDPE PIPE OR EQUAL ® 1.74%
S15 HDPE FLARED END N: 786,527.50 N/A 296.00 (12" HDPE) 296.00 (12" HDPE) N/A PROFILE OF RIPRAP PLUNGE POOL
SECTION E: 2,123,227.21
!� P11: 87.25 LF OF 12" CORRUGATED ADS SESECTION1 WAKE COUNTY
S16 CONCRETE DROP INLET N: 786,433.40 282.00 N/A 280.00 (12 HDPE) FACILITIES DESIGN
NCDOT 840.14 E: 2,124,095.00 N-12 HDPE PIPE OR EQUAL 0 2.29% 1/4" = 1'-0" -
HDPE FLARED END N: 786,425.92 N/A 278.00 (12" HDPE) 278.00 (12" HDPE) N/A AND CONSTRUCTION
S 17 SECTION E: 2,124,004.29 /
EXISTING GRADE EXISTING GRADE Consultants
Camp Dresser&McKee
7 7 \������������
\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ Carolina Corporate Center
O6I�'199Iip 5400 Glenwood Avenue,Suite 300
// Y // // // v Q Raleigh,North Carolina 27612
v m E o� Gp6I8lk1//8 Phone: [phone]
\\ \\ \ \ \ \ \ \ Z Fax: [phone]
H-�Z 6u A 6" OPTIONAL MANHOLE E Q
r-N-n�O y GENERAL NOTES: 1=
CHAMFER ALL EXPOSED CORNERS 1". ~O O U
�j PROVIDE GRADABLE O -i s L�J H
EROSION CONTROL H Z-1=D USE CLASS "B" CONCRETE THROUGHOUT. O tom!)= z
MATTING =o y D,� i X - - _�_ _ OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W Q Q U- _
O - - ? _ _ _ ( #4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY THE ENGINEER. Q U O O
-�O-n - i i% o Q C°c� ® M // vL'� \ D USE FORMS TO CONSTRUCT THE BOTTOM SLAB. i-_ ~Z W
/ OOH I °� r�td 11 m sw00 1 ��� ���1 IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, 0���'�'� Professional Seals
n= Z - - _ V1 �� - - m a 7✓ ADD TO BASE AS SHOWN ON STANDARD NO. 840.00. O O Cl)CC
2 D D S m c� S i
-� y � ' 1 _ \ PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS F->
GRASS LINED CHANNEL C!) -e - 12" ON CENTERS IN ACCORDANCE WITH STD. N0. 840.66.
W
Z 09 6" $"� 3„ ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES O
DETAIL I TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS `
Y SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE �1
FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BRICK MASONRY OPENING IN TOP SLAB.) �` o
NTS - PLAN OPTIONAL SPACED 6" ' ,,,,` (N°CAROC"Ile
C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP O °° ° jam,'
BRICK MAY BE USED ELEVATION IS 12 FEET. 1$ 00 S.SS/ °°°°
TO ADJUST FRAME & �4 S s COVER TO SURFACE a 426
ELEVATION MAX. 1
NOTE: PLACE 8-OZ/SY NONWOVEN L m p #4 BAR
GEOTEXTILE (FILTER FABRIC) BENEATH n z
RIPRAP ® 0 1/„ N LL ® °
� '�,�
r - OUTLET PIPE W ,, , •'4EL B°,`,GZ`�
NC DOT CLASS B RIPRAP H n Cn ( o - - z
_ _ 6" E OR F l 1'l2 a-1 Z ® W
O --i INLET PIPE ® . SECTION IONCD 611- a Q'
_ z 6„ C-C ®R D-D DOWEL o v
o o z SECTION X-X Q ZD Z
O D 0 DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES ® � CC
O r 0 DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q � a
BARS "A" DIMENSIONS IN BOX BOX AND SLABS PIPE CU.YDS. F- O Revisions
D Pq D 6" PIPE SPAN WIDTH HEIGHT _ Cn F.
X 6" TOP BOTTOM WALL/ LBS. CU. YDS. LU = N
HDPE FLARED END SECTION
rn = �""� p .,u i EXP. JOINT D A B H N0. LENGTH E F „ „ C.S. R.C. _ NQ, Descri tion Date
O SLAB SLAB FT. OF HT. REINF MIN. H �-- r P
r O 1/„ 91, 12" 2'-0" 2'-0" 2'-3" 12 2'-9" 3'-0" 3'-0" 0.167 0.167 0.185 1 22 0.750 0.015 0.024 Z ?�
J
-n 15" 2'-3" 2'-3" 2'-6" 12 3'-0" 3'-3" 3'-3" 0.196 0.196 0.204 24 0.902 0.023 0.036
611 2'-6" 2'-6" 1 2'-9" 14 3'-3" 3'-6" 3'-6" 0.227 0.227 0.222 30 1 .065 0.033 0.049 W
UPSTREAM DEPTH DOWNSTREAM = 24" 3'-0" 3'-0" 3'-3" 16 3'-9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085
PIPE DIA (IN) LENGTH DPETH _ U WIDTH - D pB 30" 3'-6" 3'-6" 3'-9" 18 4'-3" 4'-6" 4`-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
LOCATION N0. OF PIPES Do L- (FT) (FT) ( ) • '
(FT) (FT) 36" 4'-O" 4'-0" 4'-3" 20 4'-9" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178
6„ SEE NDTE 3„ DOWEL 42" 1 4'-6" 4'-6" 4'-9" 22 5'-3" 5'-6" 5'-6" 0.560 0.560 0.370 77 2.878 0.180 0.243
STRUCTURE S6 1 24 8.0 1.0 4.0 12 48" 5'-4" 5'-4" 5'-3" 26 6'-3" 6`-4" 6'-4" 0.743 0.743 0.407 111 3.623 0.235 0.317
STRUCTURE S11 1 12 14.0 1.5 3.0 7.0 SECTION ® I 54" 5'-10" 5'-10" 5'-9" 28 6'-7" 6'-10" 6'-10" 0.865 1 0.865 0.444 126 4.283 0.297 0.401
STRUCTURE S13 1 12 14.0 1.5 3.0 7.0 SHEET 1 OF 1 60 6 -6 6 -6 6 -3 30 7 -3 7 -6 11 7 -6 1.042 1.042 0.481 145 5.090 0.367 0.495 SHEET 1 OF 1
66" 7'-1" 7'-1" 6'-9" 32 7'-10" 8'-1" 8'-1" 1.210 1.210 0.5181 44 0.589
STRUCTURE S15 1 12 14.0 1.5 3.0 7.0 84 840 . 31 Date Issued:
January 2009
STRUCTURE S16 1 12 14.0 1.5 3.0 7.0 Scale
NOTE:
Drawn by:
1. DETAIL MODIFIED.
Checked by:
RIPRAP APRON OUTLET PROTECTION 2. IN LIEU OF OPTIONAL MANHOLE INSTALL FRAME CONCRETE JUNCTION BOX
AND GRATE NCDOT STANDARD # 840.22Sheet No.
DETAIL J DETAIL rS-7�
NTS - NTS -
'' t I--
V/
FIB 9 5
zoos
DENR-WATER QUAL 1TY
WETLA140S AND ST01Z%3�-1TCR BEiANCrro

TEMPORARY SEDIMENT TRAPS
�2' �
I I DEPTH
MIN WEIR WEIR EMBANKMENT NO
w $, MAX SEDNOTRAP OF
LENGTH WIDTH HEIGHT POROUS
Co.MPACTED SAIL',: ~' ; (FT) (�) (�) (FT) BAFFLES
_ _ _ = -00 ST-1 3.0 4 5 2.0 3
MIN , GA
LINE WI ES g�L
INSTAL Fill,PROND
WIRE FROM TOP 5'
6' TYP I I I 1 1
2:1 SLOPE MIN 3:1 SLOPE landscape architects
land planners
IIII=IIIII=IIIII=IIIII=IIIII=IIIIIIIiII-IIIII.IIIII=IIIII=111111111=IIIII-IIIII=IIIII=IIIII=11� NCDOT #5 STONE 0°
III (III) IIIII PRINCIPAL SPILLWAY OR # 57 WASHED 0,0°0o NCDOT CLASS I RIPRAP 306/200 Parham Street
STONE OUTLET 1T2"N THICK) 00 000�0 Suite B
TEMPORARY EARTH DIVERSION BERM t'lle'll,
t °O °0°0 Oc MIN 1.5 THICK RIPRAP FRONT ,ill w U U� �`. 0°0000 ° 00APRON 10' LONG Raleigh, NC 27601
DETAIL A919.755.0046
NTS ES-1 NOTES: STEEL POST N
��/ OQ
° 8 oz. FILTER FABRIC 00
WOVEN WIRE FABRIC IS ALWAYS REQUIRED 2
1. END OF SILT FENCE SHOULD BE TURNED
UPHILL SEE N.C. STATE DENR PRACTICE o SILT FENCE GEOTEXTILE FABRIC -
2 x 5 STEEL POSTS STANDARDS & SPECIFICATIONS SEDIMENT o 3
FENCE SET FOR CONDITIONS WHERE i > FILL SLOPE \ TOP OF BERM CROSS SECTION NORTH WAKE
19-GUAGE PRACTICE APPLIES; PLANNING �'� N f
HARDWARE CLOTH CONSIDERATIONS & DESIGN CRITERIA. ,;. ( SECTION 1
(HOWEVER FLOW SHALL NOT RUN ,N GRADE �7
PARALLEL WITH THE TOE OF THE _ _ _
NCDOT #57 FENCE). : _ - I=IIII= TIE BACK NTS - LANDFILL PARK
STONE o =IIIII _ 6" MIN. COVER TO SLOPE
2. FOR REPAIR OF SILT FENCE FAILURES, I r
OVER SKIRT
USE No. 57 WASHED STONE. IN EACH N ANCHOR SKIRT AS MIN. 12-1/2 GA. � 14"
LENGTH VARIES PHASE ONE
CASE THE SILT FENCE IS TO BE _ - DIRECTED BY ENGI INTERMEDIATE - MIN EXISTING GRADE
3' MIN. PROPERLY ENTRENCHED & THE STONE WIRES
iv SHALL BE AT A MINIMUM OF 16" ABOVE GRADE 2:1 MAX
16„ GRADE AT THE DIRECTION OF FLOW & SIDE 1.5' O O O O O O O O 0 w
BETWEEN 60 - 45 DEGREES. 2 0 0 0 0 0 0 0 O�J 2 or 9000 D E PO N I E DRIVE
_ L Oo0 00 00 00 00 00 00 0
— — III— a a: I I.. I I—I I —� I= 11111=11'
P`"" °° °c�°° °aa°°° ' RALEIGH, NC
=I (=I = I = I= I I SILT FENCE IIII 8 oz. FILTER FABRIC
==I DETAIL B IIIII NCDOT CLASS I RIPRAP
—I = TEMPORARY SEDIMENT TRAP WAKE COUNTY
NCDOT #57 -� �_ —I �I I I—I _ ( NTS Es-1 CROSS SECTION FACILITIES DESIGN
STONE -
DETAIL C SECTION r2 AND CONSTRUCTION
NTS ES-1 NTS -
SECTION Consultants
Camp Dresser&McKee
COMNAft Carolina Corporate Center
91?ifeeu1V 5400 Glenwood Avenue,Suite 300
PLAN INLET OUTLET Phone:(919)-787r5620 27612
Fax: [phone]
HARDWARE CLOTH AND GRAVEL INLET PROTECTION (TEMPORARY)
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SECTION NCDOT CLASS B RIPRAP
STONE OUTLET
ROCK DOUGHNUT CROSS SECTION
INLET PROTECTION (TEMPORARY)
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SILT FENCE OUTLET
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NTS Scale
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Checked by:
Sheet No.
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DEHR-WER QUALITY
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DEFINITION: IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT
APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4 TO 6 INCHES OF SOIL IMBALANCE IS RESPONSIBLE.
> TEMPORARY SEEDING: PLANTING RAPID—GROWING ANNUAL GRASSES, SMALL GRAINS, OR BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. WHEN
LEGUMES TO PROVIDE INITIAL, TEMPORARY COVER FOR EROSION CONTROL ON DISTURBED AREAS. USING A HYDROSEEDER, APPLY LIME AND FERTILIZER TO A ROUGH, LOOSE SURFACE. FERTILIZATION: ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES
REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES ANNUAL
> PERMANENT SEEDING: CONTROLLING RUNOFF AND EROSION ON DISTURBED AREAS BY ROUGHEN SURFACES PRIOR TO SEEDING. MAINTENANCE FERTILIZATION. USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES
ESTABLISHING PERENNIAL VEGETATIVE COVER WITH SEED. GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, �
PURPOSE: UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN > TEMPORARY SEEDING SPECIFICATIONS*:
COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN
> TEMPORARY SEEDING: TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT SEALED BY RAINFALL. > SEEDING MIXTURES AND DATES:
TO FINAL GRADE FOR A PERIOD OF MORE THAN 21 WORKING DAYS. TEMPORARY SEEDING landscape architects
CONTROLS RUNOFF AND EROSION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. > SEEDING: FALL (AUG. 15 TO DEC. 30) RATE (LB/ACRE) land planners
> PERMANENT SEEDING: TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED RYE (GRAIN) 120
AREAS, AND TO PERMANENTLY STABILIZE SUCH AREAS IN A MANNER THAT IS ECONOMICAL, SEEDING DATES GIVEN IN THE SEEDING MIXTURE SPECIFICATIONS ARE DESIGNATED AS "BEST" OR 306/200 Parham Street
ADAPTS TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT "POSSIBLE". SEEDINGS PROPERLY CARRIED OUT WITHIN THE "BEST" DATES HAVE A HIGH LATE WINTER TO EARLY SPRING (JAN. 1 TO MAY 1) RATE (LBACRE) Suite B
MATERIALS. PROBABILITY OF SUCCESS. IT IS ALSO POSSIBLE TO HAVE SATISFACTORY ESTABLISHMENT WHEN RYE (GRAIN) 120 Raleigh, NC 27601
SEEDING OUTSIDE THESE DATES. HOWEVER, AS YOU DEVIATE FROM THEM, THE PROBABILITY OF KOBE LESPEDEZA 50 919.755.0046
CONDITIONS WHERE PRACTICE APPLIES: FAILURE INCREASES RAPIDLY. SEEDING ON THE LAST DATE SHOWN UNDER "POSSIBLE" MAY
> TEMPORARY SEEDING: ON ANY CLEARED, UNVEGETATED, OR SPARSELY VEGETATED SOIL SURFACE REDUCE CHANGES OF SUCCESS BY 30 TO 50 PERCENT. ALWAYS TAKE THIS INTO ACCOUNT IN NOTE: OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO
WHERE VEGETATION COVER IS NEEDED FOR LESS THAN 1 YEAR. APPLICATIONS OF THIS SCHEDULING LAND—DISTURBING ACTIVITIES. EXTEND BEYOND JULY.
PRACTICE INCLUDE DIVERSIONS, DAMS, TEMPORARY SEDIMENT BASINS, TEMPORARY ROAD BANKS, USE CERTIFIED SEED FOR PERMANENT SEEDING WHENEVER POSSIBLE. CERTIFIED SEED IS SUMMER (MAY 1 TO AUG. 15) RATE (LB/ACRE
AND TOPSOIL STOCKPILES. INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION. IT MEETS PUBLISHED GERMAN MILLET 40 NORTH WAKE
> PERMANENT SEEDING: NORTH CAROLINA STANDARDS AND SHOULD BEAR AN OFFICIAL "CERTIFIED SEED" LABEL.
> FINE—GRADED AREAS ON WHICH PERMANENT, LONG—LIVED VEGETATIVE COVER IS THE MOST > SOIL AMENDMENTS:
PRACTICAL OR OR MOST EFFECTIVE METHOD OF STABILIZING THE SOIL. PERMANENT SEEDING LABELING OF NON—CERTIFIED SEED IS ALSO REQUIRED BY LAW. LABELS CONTAIN IMPORTANT
MAY ALSO BE USED ON ROUGH—GRADED AREAS TART WILL NOT BE BROUGHT TO FINAL INFORMATION ON SEED PURITY, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST 1. FOLLOW RECOMMENDATIONS OF SOIL TESTS; OR LANDFILL PARK
GRADE FORA YEAR OR MORE. MEET STATE STANDARDS FOR CONTENT OF NOXIOUS WEEDS. DO NO ACCEPT SEED CONTAINING 2. APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
> AREAS TO BE STABILIZED WITH PERMANENT VEGETATION MUST BE SEEDED OR PLANTED WITHIN "PROHIBITED" NOXIOUS WEED SEED. FERTILIZER.
15 WORKING DAYS OR 90 CALENDAR DAYS AFTER FINAL GRADE IS REACHED, UNLESS INOCULATE LEGUME SEED WITH THE RHIZOBIUM BACTERIA APPROPRIATE TO THE SPECIES OF > MULCH: PHASE ONE
TEMPORARY STABILIZATION IS APPLIED. LEGUME.
SPECIFICATIONS: APPLY 4,000 LB/ACRE STRAW. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR A
APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP—TYPE SPREADER, DRILL, CULTIPACKER MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
> SEEDBED REQUIREMENTS: SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. MULCH ANCHORING TOOL. 9000 DEPONIE DRIVE
ESTABLISHMENT OF VEGETATION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE WHEN USING A DRILL OR CULTIPACKER SEEDER, PLANT SMALL GRAINS NO MORE THAN 1 INCH > MAINTENANCE: RALEIGH, NC
DUE TO INAPPROPRIATE SOIL TEXTURE, POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. EQUIPMENT SHOULD BE CALIBRATED
STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS. IN THE FIELD FOR THE DESIRED SEEDING RATE. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WAKE COUNTY
TO MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM WHEN USING BROADCAST—SEEDING METHODS, SUBDIVIDE THE AREA INTO WORKABLE SECTIONS FACILITIES DESIGN
REQUIREMENTS AS A GROWTH MEDIUM. THE EXISTING SOIL SHOULD HAVE THESE CRITERIA: AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH SECTION. APPLY ONE—HALF THE * REF: 6.10 A, B & C, NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,
SEED WHILE MOVING BACK AND FORTH ACROSS THE AREA, MAKING A UNIFORM PATTERN: THEN 2006 AND CONSTRUCTION
> ENOUGH FINE—GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND APPLY THE SECOND HALF IN THE SAME WAY, BUT MOVING AT RIGHT ANGLES TO THE FIRST
NUTRIENT SUPPLY (AVAILABLE WATER CAPACITY OF AT LEAST .05 INCHES WATER TO 1 INCH PASS. > PERMANENT SEEDING SPECIFICATIONS*:
OF SOIL). MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING. > SEEDING MIXTURES:
> SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. RATE (LB/ACRE)
> SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH TO ROCK > HYDROSEEDING: TALL FESCUE 80
OR IMPERMEABLE LAYERS SUCH AS HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON Consultants
SERICEA LESPEDEZA 20
SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE. SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED KOBE LESPEDEZA 10
> A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0 TO 6.5. SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR LIME, FERTILIZER, AND SEED. THE
> FREE FROM LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, OR TRASH OF ANY SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NURSE PLANTS:
KIND. CLODS AND STONES MAY BE LEFT ON SLOPES STEEPER THAN 3:1 IF THEY ARE TO NECESSARY FOR HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES 1. FROM MAY 1 AND AUG. 15 ADD 10 LB ACRE GERMAN MILLET OR 15 LB ACRE � W Camp Dresser &McKee
SUDANGRASS.
BE HYDROSEEDED. PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE. / /
npllstow I Carolina Corporate Center
IF ANY OF THE ABOVE CRITERIA ARE NOT MET (I.E., IF EXISTING SOIL IS TOO COARSE, DENSE, RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 4000 LB/ACRE. 2• PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). « � 840igh,N000dArolina 7612 tT0
7a0r1BbtAP�gl1 Raleigh,North Carolina 27612
19)-787-5620
SHALLOW OR ACIDIC TO FOSTER VEGETATION), SPECIAL AMENDMENTS ARE REQUIRED. THE SOIL > SEEDING DATES Phone: (9
CONDITIONERS DESCRIBED BELOW MAY BE BENEFICIAL OR, PREFERABLY, TOPSOIL MAY BE APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT BEST POSSIBLE Fax: [phone]
781- 30
APPLIED. TO A HYDROSEEDER SLURRY. FALL AUG. 25 TO SEPT. 15 AUG. 20 TO OCT. 25
LATE WINTER FEB. 15 TO MAR. 21 FEB. 1 TO APR. 15
> SEEDBED PREPARATION: IF A MACHINERY BREAKDOWN OF X TO 2 HOURS OCCURS ADD 50 PERCENT MORE SEED TO
INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE THE TANK, BASED ON THE PROPORTION OF THE SLURRY REMAINING. THIS SHOULD NOTE: FALL IS BEST FOR TALL FESCUE AND LATE WINTER IS BEST FOR LESPEZEDA.
COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, A FULL RATE OF NEW SEED MAY BE OVERSEEDING OF KOBE LESPEZEDA OVER FALL—SEEDED TALL FESCUE IS VERY
SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. NECESSARY.
EFFECTIVE.
LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN > SOIL AMENDMENTS:
PERFORMED FREE OF CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOIL BE BLOWN ONTO STEEP SLOPES IN DRY FORM. Professional Seals
TESTING LABORATORY.
1. FOLLOW RECOMMENDATIONS OF SOIL TESTS; OR
WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE SEEDING
> MAINTENANCE: 2. APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10
SPECIFICATIONS SHOWN BELOW: GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL FERTILIZER.
> GROUND AGRICULTURAL LIMESTONE: SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED > MULCH:
AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME O�
LIGHT—TEXTURED, SANDY SOILS: 1 TO 1Yz TONS/ACRE SEASON, IF POSSIBLE. N CARD
ACRE APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING ;,•�o�s'� ..•...°,4z
HEAVY—TEXTURED, CLAYEY SOILS: 2 TO 3 TONS -.,
/ MATERIAL. ANCHOR MULCH BY TACKING WITH ASPHALT, ROVING OR NETTING. NETTING IS THE �.•°°FESS/
> FERTILIZER: RESEEDING: IF A STAND HAS INADEQUATE COVER, REEVALUATE CHOICE OF PLANT MATERIALS AND PREFERRED ANCHORING METHOD ON STEEP SLOPES.
GRASSES: 800 TO 1200 LB/ACRE OF 10-10-10 OR EQUIVALENT QUANTITIES OF LIME AND FERTILIZER. REESTABLISH THE STAND AFTER SEEDBED PREPARATION
GRASS—LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR EQUIVALENT OR OVERSEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF > MAINTENANCE: = ( 426
YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING.
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS ADEQUATE. MAY BE MOWED ONCE OR .�GINE�;•°°
TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, REFERTILIZE, AND REMULCH �� ,,,�iC,yqELBR� G,,,
DAMAGED AREAS IMMEDIATELY. �® ' „
* REF: 6.11 L, NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 2006
MINIMUM LENGTH
20' Revisions
10'
No. Description Date
NORTH AMERICAN GREEN DS75 ENTRANCE WIDTH
OR EQUAL STAPLED IN PLACE
3 3'-0"6"
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OF SPREADER 6"M ° Januar 2009
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