SW6110204_APPROVED PLANS_20110208

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

1 I 2 I 3
4
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1 �
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,f Wrle 690� 401 5 1
p - Falcon s Spivey's
:.: •., .k. 3 Wa 4 82 y Corner p"
3 13
2 m Piney Green 4 421
Fayet�t� Ile 5
! V P
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rosefl 13 _ - + 6 ' N.C. Justice
Ra 4 401 Cumberland59 } 4+ 3 ander 4 3 Autryville Academy Salemburg Cli t
4 6 c,9 '3 Stedman g
4 aeford Cy.FISH Y . _. 3 18 •� n 12
B Arabia %,Hope 2 Cedar 210 NRoseboro
Mills 3 Greek
ar U,
Duntl arrach 2U 8 ,�Parkton 3 4 '1 87 Lena 14 4
Antioch Lumber 7i ,mC U ,M B E R L A N D� 411
!$ridge \ 301 t IS ', 13
211 �• 5 Rex `y t I _ \ _ i
5 Hannon 5 •''¢ioores/ +,F l ittle - -- •-•2
2 L '.'L'akel k• ak,, Stn ry Parka burg
Red Springs � S TO ermory to& 242 4
5 1 2 Rennert 2D� Ll ke 1,aakee Ammon 11
Wakulla `5 S St. Pauls ``I 4 53 3
1t 6 5 W ite Oak
108TH ADA BRIGADE COMPLEX, FORT BRAGG
POST CONSTRUCTION
STORMWATER MANAGEMENT PLAN
VICINITY MAP
SHFFT NUMBER
PLATE REFERENCE
NUMBER
DRAWING TITLF
1
T1
COVER SHEET
2
DA1
PRE -CONSTRUCTION DRAINAGE AREA MAP
3
DA2
POST -CONSTRUCTION DRAINAGE AREA MAP
4
C1
WET DETENTION BASIN A GRADING PLAN
5
C2
WET DETENTION BASIN A GRADING PLAN
6
C3
WET DETENTION BASIN B GRADING PLAN
7
C4
WET DETENTION BASIN B & C GRADING PLAN
8
C5
WET DETENTION BASIN C GRADING PLAN
9
C6
WET DETENTION BASIN C GRADING PLAN
10
C7
WET DETENTION BASIN D GRADING PLAN
11
C8
WET DETENTION BASIN D GRADING PLAN
12
C9
WET DETENTION BASIN CROSS SECTIONS AND DETAILS
13
C10
WET DETENTION BASIN OUTLET STRUCTURE DETAILS
14
L1
WET DETENTION BASIN A LANDSCAPE PLAN
15
L2
WET DETENTION BASIN A LANDSCAPE FLAN
16
L3
WET DETENTION BASIN B LANDSCAPE PLAN
17
L4
WET DETENTION BASIN B & C LANDSCAPE PLAN
18
L5
WET DETENTION BASIN C LANDSCAPE PLAN
19
L6
WET DETENTION BASIN C LANDSCAPE PLAN
20
L7
WET DETENTION BASIN D LANDSCAPE PLAN
21
L8
WET DETENTION BASIN D LANDSCAPE PLAN
22
L9
LANDSCAPE DETAILS
23
L10
LANDSCAPE DETAILS
LEGEND
�Ir�lr�11�rr�rr�rr�
CONSTRUCTION LIMITS
S
EXISTING SANITARY SEWER LINE
HEADWALL
W
EXISTING WATER LINE
RIP -RAP (TYP.)
Gx
EXISTING NATURAL GAS LINE
-X XX X—X-
SILT FENCE
jj
EXISTING WATER VALVE (WV)
■
JUNCTION BOX
(D
EXISTING TELEPHONE MANHOLE
2001
NEW CONTOUR
0
EXISTING FIRE HYDRANT
- - - 2001- - -
EXISTING CONTOUR
SD
EXISTING STORM DRAINAGE LINE
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SEE SHEET 5
MATCHLINE -A-
NOTES
1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
BASINS PRIOR TO CONSTRUCTION OF WET DETENTION BASINS.
THE WATER SHALL BE PUMPED TO A SILT SACK TO FILTER SEDIMENT
PRIOR TO DISCHARGING FLOW OFF SITE.
2. ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
3. CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FRAM THE BOTTOM
ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMANENT POOL ELEVATION, THE CLAY LINER SHALL BE
CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION
RATE IS NOT MORE THAN 0.01 WHIR.
4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
5. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
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SEE SHEET 4
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NOTES
1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
BASINS PRIOR TO CONSTRUCTION OF WET DETENTION BASINS.
THE WATER SHALL BE PUMPED TO A SILT SACK TO FILTER SEDIMENT
PRIOR TO DISCHARGING FLOW OFF SITE.
2. ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
3.
D SI
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\ND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
TOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK C
THE CLAY LINER SHALL EXTEND FRdM THE BOTTOM
V OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
NT POOL ELEVATION. THE CLAY LINER SHALL BE
CTED AND COMPACTED SUCH THAT THE INFILTRATION
NOT MORE THAN 0.01 INMR.
)SCAPING PLANS AND DETAIL SHEETS FOR PLANTING
RENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
XISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
''ONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
'ZONAL COST TO OWNER.
RIP —RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
N BASINS ARE CONVERTED TO WET DETENTION BASINS.
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Rip' R P,P OTECTION
16'1�V, xO'L'1 `', 2' HICK
' » `S+T NOTES
1 ` , ICLA$ .BI 1 1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
- - 234 BASINS PRIOR TO CONSTRUCTION OF WET DETENTION BASINS.
it I t ' THE WATER SHALL BE PUMPED TO A SILT SACK TO FILTER SEDIMENT
IN
--- PRIOR TO DISCHARGING FLOW OFF SITE.
', �, 2. ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
11 t 11 3. CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
111 u' AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
1 1 + ' 11 1 , LINER. THE CLAY LINER SHALL EXTEND FRdM THE BOTTOM
'
1 t t'I '' `' ' ' ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
`' `II `, �•, PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE
' ' KIR RA , ;OPT E P OTECTION CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION
11' ` 1 it
x 'L I' HICK RATE IS NOT MORE THAN 0.01 INMR.
, \ I \ 1 4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
11', , t�A'�S ., REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
A1$EE'1''j4OT 6', 'cn 5. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
''I I , 1
1 IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
SD DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
I NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP —RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
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NOTES
1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
BASINS PRIOR TO CONSTRUCTION OF WET DETENTION BASINS.
THE WATER SHALL BE PUMPED TO A SILT SACK TO FILTER SEDIMENT
PRIOR TO DISCHARGING FLOW OFF SITE.
2. ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
3. CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FR6M THE BOTTOM
ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE
CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION
RATE IS NOT MORE THAN 0.01 IN/HR.
4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
5. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION IT SHALL BE REPLACED BY CONTRACTOR AT
NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
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NUMBER
C4
SHEET 7 OF 93
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----- ,' 20 W x 451 x 2 THI__
CLASS "B"
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NOTES
_ _ 1AP OUTLET PROTECTION _ '' f 1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
___ 5;'t►K 18 'L x 2' THIC BASINS
WATERIMSHALOL BOENPUMPED TO A SILT SATION OF WET CK TO
LyAI S ONE 2 -'"' PRIOR T C 0 FILTER SEDIMENT
In6 T _ r% - 0 DISCHARGING FLOW OFF SITE.
FE.S........_......; N
OUTS 22©.bl ' -- .>
2 ALL SEDIMENT SHALL
�y -- -- -- _- _- - - -- 2 - I T ALL BE REMOVED FROM THE EXISTING DRY DETENTION
TUKt - - _ --
-------- '
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
'a�-�a�iY� '' - -2� +; -; F-//' 3. CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
'-' ----_- - - - ---- --- - _ THICK CLAY
�,, y � -=� ' // AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT
SS --___ __- _ - ' _ - , -- -"---- LINER.
NER. THECLAYLINER SHALL EXTEND FROM THE BOTTOM
_ _
1 ' ' ---- - ;-; THE
------------------- - A HE I I I /- _ .- --- ----- THAT T INFILTRATION
ELEVATION ONE 0 ABOVE
/ PERMANENT POOL ELEVATION. THE CLAY
''_' c" %„d/'
- CONSTRUCTED AND COMPACTED SUCH T LINER HALL BTIO
I N MORE THAN 0.01 IN HR.
/ 91jk'WAY EL 1 .� �_,-';-'' -' _ - -, ,-,/,-- ,' 4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
" �f - - - - -, ;-/' _ REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
,CLASS B E_ ------ - - _ ,
/'' --' '- - S. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
Qv�' DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
,/ ,-'' \♦ ,/' NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION A I
2
B S NS.
_Y_ ,, ,,,,,,, ,, ,/ � // ,/-' ;,, , `, /; ,, />CONTRACTOR SHALL REMOVE EXISTING RISER STRUCTURE AND PLUG STORM
------------ - - END.
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PLATE
REFERENCE
NUMBER
C5
SHEET 8 OF 23 i

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C S
SEE NOT --
1
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2' THI
C
NOTES
1. CONTRACTOR
BASINS PRIOR
THE WATER St
PRIOR TO DIS
2. ALL SEDIMENT
3.
PUMP ALL WATER FROM EXISTING DRY DETENTION
ONSTRUCTION OF WET DETENTION BASINS.
3E PUMPED TO A SILT SACK TO FILTER SEDIMENT
;ING FLOW OFF SITE.
L BE REMOVED FROM THE EXISTING DRY DETENTION
IN LOCATION AS DIRECTED BY FORT BRAGG.
LINE THE ENTIRE WET DETENTION BASIN BOTTOM
INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
INER SHALL EXTEND FRAM THE BOTTOM
ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE
CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION
RATE IS NOT MORE THAN 0.01 IN HR.
4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
5. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
-- _--------- \
sl
P OUTLET ION=-------------
6' 20'W x 2' THICK
LASS „B" STONE _ ___----- , _____---______ ____________________________ -- __--- _--- __--__:_:;y-==_---___---"_-_-'--__----____'-----'___________-_--_-___ '-_
SEE NOTE 6
------------
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REFERENCE
NUMBER
C6

1 1 2 1 3
4 1 5
A
C
0
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3
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G.
9 � lTC
IP-RAP OUTLE)'�,PROT�TION \
20'W x 201 x 2THICI __----
2S( CLASS "B"---
_-
23
\ _-- = RIP -RAP O T�ET PIROTEE
TI-tteR._--- ` \`.. `.... --
--- _24
QT/��E_ �---------
----- SEE -NaTE 6 ` ` \
�� -- - --- - ___---------------------- ;;, ��\ ______---_-_
a
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RIP- __ TtE7 PROTECTION-----------;=__==2 g------------------------------"___ ;___-- 237 -------------------. ''/�;
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-------- ---------_____ ______________-"" - Q w
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--------------
-----------
WET DETENTION BASIN D
15 WIDE FOREBAY
SPILLWAY EL 233.5'
CLASS "B" STONE
00
230
--` ------ -----�' -- _--------- >,-+----------------------- --------- "__.-�� -____ -_` �-\_
----wf
--_—- -----------------------------\ ___-`ill V-r___ _______-_
----------------------------------- _ - __l�L-
•.�---'^--_..\ \ I ------- --ate- --
_
_------------- -- ,
. __
NOTES
----------------____-_---------------J'�
� \\
1. CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION --. '--====�
BASINS PRIOR TO CONSTRUCTION OF WET DETENTION BASINS.
---' -' '-_ �__ "�
-�
`'--_,
`-----
THE WATER SHALL BE PUMPED TO A SILT SACK TO FILTER SEDIMENT
_
�` `-
\\
PRIOR TO DISCHARGING FLOW OFF SITE.
`
2. ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
3. CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
AND SIDE SLOPES INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FROM THE BOTTOM
ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE
CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION c ,
RATE IS NOT MORE THAN 0.01 IN HR.---------__
1
4. SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
5. EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS. --`-----__ - _
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR `- --__ `------__
DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT - -
NO ADDITIONAL COST TO OWNER.
6. EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
1
GRAPHIC SCALE
0 30' 60'
SCALE:1"- 30'
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REFERENCE
NUMBER
C7
\
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CONTRACTOR SHALL PUMP ALL WATER FROM EXISTING DRY DETENTION
BASINS CONSTRUCTION OF WET DETENTION
THE UEO A SILT SCK TONFIBLTER SEDIMENT
PRIOR TO DISCHARGING FLOW OFF SITE.
2.
ALL SEDIMENT SHALL BE REMOVED FROM THE EXISTING DRY DETENTION
BASINS AND STORED IN LOCATION AS DIRECTED BY FORT BRAGG.
3.
CONTRACTOR SHALL LINE THE ENTIRE WET DETENTION BASIN BOTTOM
AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FRAM THE BOTTOM
ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE THE
PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE
CONSTRUCTED AND COMPACTED SUCH THAT THE INFILTRATION
RATE IS NOT MORE THAN 0.01 INMR.
4.
SEE LANDSCAPING PLANS AND DETAIL SHEETS FOR PLANTING
REQUIREMENTS WITHIN AND SURROUNDING THE WET DETENTION BASINS.
5.
EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN IN DETAILS.
IF THE EXISTING RISER STRUCTURE IS DAMAGED BY THE CONTRACTOR
DURING CONSTRUCTION, IT SHALL BE REPLACED BY CONTRACTOR AT
NO ADDITIONAL COST TO OWNER.
6.
EXISTING RIP -RAP OUTLET PROTECTION TO BE REPLACED AFTER DRY
DETENTION BASINS ARE CONVERTED TO WET DETENTION BASINS.
---------------------
---------------------------
?'---------- --------------------------------//',/',/'/'/'/
-----------------
.JS / ��-_-//77_- __ 1j'�Y___-__-__ _ y_ ________ ________________�__
\
230 FOREBAY 1
WET DETENTION BASIN D
10' WIDE FOREBAY
SPILLWAY EL 233.5' •� '� ,
CLASS 'B' STONE
v
rmit djocumentr
i✓onstruchon in acoprdan^e Witl? .Sese documents is
;squired by ire stormaaater,v3rmll. North Carolint
tiles require that the s+.:rn;q: ys,ert designer
lnspec du ring crostruc �n: certify conform'
ty with t;x.
playa jrc u r .ux' oenr cOrlpliance with the
a or )w :( lies (15A NCAC 2H .1008 (1) )
NC DI dslon of Wa 4y#Y
erl �- �� Rev�slor
GRAPHIC SCALE
SCALE:1"- 30'
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PLATE
REFERENCE
NUMBER
C8

1
2
3
m
1 5
If
49
I_1
TOP OF BERM
ELEVATION -F
EMERGENCY
SPILLWAY
ELEVATION -E
TEMPORARY POOL
ELEVATION -D
PERMANENT POOL
ELEVATION -C
MAIN POND SEDIMENT
CLEANOUT ELEVATION -B
MAIN POND BOTTOM
F- ELEVATION -A
FOREBAY SEDIMENT
CLEANOUT ELEVATION -I, L
FOREBAY SPILLWAY
ELEVATION -J, M
FOREBAY BOTTOM
6' ELEVATION -H, K
EXISTING GROUND
10' -I T
IIII 1I
11 I-
III III--------------=11I1=�I
,.III -III -III ----
_ J-------------- 1
- _ V AR I E S
1 III III III Mr, --' - -h I=II
FOREBAY BER
VARIL'SI�_
WET DETENTION BASIN CROSS SECTION
NOT TO SCALE
NOTES:
1. CONTRACTOR SHALL LINE THE WET DETENTION BASIN BOTTOM AND SIDE SLOPES,
INCLUDING THE FOREBAY, WITH A ONE FOOT THICK CLAY LINER. THE
CLAY LINER SHALL EXTEND FROM THE BOTTOM ELEVATION OF THE
POND TO AN ELEVATION ONE FOOT ABOVE THE PERMANENT POOL
ELEVATION. THE CLAY LINER SHALL BE CONSTRUCTED AND COMPACTED
SUCH THAT THE INFILTRATION RATE IS NOT MORE THAN 0.01 IN/HR.
WET DETENTION BASIN TABLE
BASIN A
BASIN B
BASIN C
BASIN D
A
MAIN POND BOTTOM ELEVATION
217.00
209.00
213.00
228.50
B
MAIN POND SEDIMENT CLEANOUT ELEVATION
218.00
210.00
214.00
229.50
C
PERMANENT POOL ELEVATION
222.50
214.50
219.50
233.50
D
TEMPORARY POOL ELEVATION
223.50
215.50
220.50
234.50
E
EMERGENCY SPILLWAY ELEVATION
225.00
217.00
222.00
236.00
F
TOP OF BERM ELEVATION
226.00
218.00
223.00
237.00
G
EMERGENCY SPILLWAY WIDTH
2O.0'
20.0'
30.0'
25.0'
H
BOTTOM FOREBAY 1 ELEVATION
218.00
209.00
216.00
229.00
1
FOREBAY 1 SEDIMENT CLEANOUT ELEVATION
219.00
210.00
217.00
230.00
J
FOREBAY 1 SPILLWAY ELEVATION
222.50
214.50
219.50
233.50
K
FOREBAY 2 BOTTOM ELEVATION
218.0
N/A
215.00
230.00
L
FOREBAY 2 SEDIMENT CLEANOUT ELEVATION
219.0
N/A
216.00
231.00
M
FOREBAY 2 SPILLWAY ELEVATION
222.5
N/A
219.50
233.50
re,
OUTLET
1.0' THICK CLASS ''B'' STONE
3'
TOP EL.
FABRIC LINER
EMERGENCY
SPILLWAY WIDTH - G
EMERGENCY SPILLWAY
ELEVATION - E
„e-i „ems 1\411
SECTION A -A
PROTECTION
�NKET
DETAIL
,'tJlu4ec..1 ('..-mniz �_vocumentc
Gonstructirn in , zi :',ese documents is
.Pquifed by fine sa:rrrn ✓+ele,-'rm,tL North Caroline
tales require that the si,rrrrva,.r ys,e, designer
laap»et during consiruc°ion. certify conformity with the
plans ;::1d sDW 3 v,d dirtily compliance with the
s'Gre;ws!^r+ulas (16A NCAC 2H. 1008(j)j
^o,-.,',,u_VLl_Q1iO4.-- --- Date a -�
___-.-_ rlc D� ,sion of Water 4�m*v
revminr'iate.-
SPILLWAY CROSS SECTION
NOT TO SCALE
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PLATE
REFERENCE
NUMBER
C9

1
FAI
Ii
4 1
5
EXISTING
TOP OF OUTLET
STRUCTURE —
(ELEV.=225.0)
I NEW TOP OF OUTLET
D STRUCTURE (ELEV-223.5)
(SEE NOTE 2)
C
L]
NEW 4" ORIFICE (ELEV=222.5)
(SEE ORIFICE DETAIL)
EXISTING 4" ORIFICE (ELEV-221.0)
(SEE NOTE 3)
R
REMOVE FLASH BOARD RISERS
6"THICK
t � TYPICAL
4'
m
'X5' CONCRETE FOOTING
EXISTING OUTLET STRUCTURE FOR WET DETENTION BASIN A
NOT TO SCALE
EXISTING TOP OF
STRUCTURE
(ELEV.=217.0)
NEW TOP OF OUTLET
STRUCTURE (ELEV=215.50)
(SEE NOTE 2)
NEW 6" ORIFICE (ELEV-214.
(SEE ORIFICE DETAIL)
EXISTING 4" ORIFICE (ELEV=21'�
(SEE NOTE 3)
i BOARD RISERS
HICK
CAL
5'x5' CONCRETE FOOTING
EXISTING OUTLET STRUCTURE FOR WET DETENTION BASIN B
NOT TO SCALE
EXISTING TOP OF OUTLET
STRUCTURE
(ELEV.=222.0)
NEW TOP OF OUTLET
STRUCTURE (ELEV=220.50)—
(SEE NOTE 2)
NEW 3" ORIFICE
(ELEV=219.5)
(SEE ORIFICE DETAIL)
EXISTING 6
ORIFICE (ELEV=218.0)
(SEE NOTE 3)
REMOVE FLASH
BOARD RISERS
' TYPICAL
� S' r
6'x6' CONCRETE FOOTING
EXISTING OUTLET STRUCTURE FOR WET DETENTION BASIN C
NOT TO SCALE
NOTES:
1. THE EXISTING RISER STRUCTURE SHALL BE MODIFIED AS SHOWN ON
THE CONTRACT DRAWINGS. IF THE RISER STRUCTURE IS DAMAGED
BY THE CONTRACTOR DURING CONSTRUCTION, THE RISER STRUCTURE
SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST
TO THE OWNER.
2. THE TOP OF THE OUTLET STRUCTURE SHALL BE LOWERED TO ELEVATION
SHOWN IN DETAILS. AN ANTI -VORTEX TRASH RACK SHALL BE INSTALLED
ON THE TOP OF THE RISER.
3. EXISTING ORIFICE SHALL BE PLUGGED WITH A WATER TIGHT SEAL. A NEW
ORIFICE WITH A DOWN TURNED ELBOW SHALL BE INSTALLED AT THE ELEVATION
SHOWN IN DETAILS.
EXISTING TOP OF OL
TRUCTURE
ELEV.=236.0)
NEW TOP OF OUTL
STRUCTURE (ELEV.=
(SEE NOTE 2)
NEW 4"
ORIFICE (ELEV=233.5.
(SEE ORIFICE DETAI
EXISTING 6"
ORIFICE (ELEV=232.1
(SEE NOTE 3)
^MOVE FLASH BOARD RISERS
THICK
PICAL
CONCRETE FOOTING
EXISTING OUTLET STRUCTURE FOR WET DETENTION BASIN D
NOT TO SCALE
OUTLET S'
DRAWDOWN ORIF
(SEE NOTE 1)
PERMANENT POOL
---- 1--------------
NOTE:
1. THE DRAWDOWN ORIFICE
SHALL BE CONSTRUCTED WITH
PVC (SCHEDULE 40 or SDR 35.
CONTRACTOR SHALL PROVIDE WATER
TIGHT SEAL CONNECTION
TO RISER STRUCTURE.
ORIFICE DETAIL
NOT TO SCALE
#4 BARS - WELDED IN
SYMMETRICAL PATTERN (WITH
LOCKABLE HATCH FOR ACCESS)
OUTLET
STRUCTURE
TRASH GUARD
NOT TO SCALE
O[1 mctiu l
�>u docu't ents tr:
eguler by tie
aro9ec
tiles requirR th r
y r+es finer
'2 pr r dv nq re
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PLATE
REFERENCE
NUMBER
C10

1
2 I 3
5
C
C
t \ ,
Wet Detention Basin A Planting List
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quart "
Zone 1
Shallow
Water/Permanent
Pool Elevation
(PPE)
Emergent
Herbaceous
Peltandra virginica
Arrow arum'
1 gallon; 1' x 1'
20%
4000
0.14
560
Scirpus cypennus
Bulrush`
1 gallon; 1' x 1'
20%
4000
0.14
560
Rhynchospora glomerata
Beak rush'
1 gallon; 1' x 1'
15%
3000
0.14
420
Juncus of usus
Soft rush'
1 gallon; 1' x 1'
15%
3000
0.14
420
Orontium aqua6cum
Goldenclub'
1 gallon; 1' x 1'
15%
3000
0.14
420
Sagittana engelmanniana
Duck potato'
1 gallon; 1' x 1'
15%
3000
0.14
420
Totals
100%
20000
0.14
2800
Distance between individual stems in feet 1
' Indicates species selected from Fort Bragg DPW Emergent species table.
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 2
Saturated/Inundate
d Vegetative Shelf
Wetland
Herbaceous
Sarracenia flava
Yellow Pitcher Plant
1 gallon; 1' x 1'
20%
4000
0.16
640
Enocaulon decangulare
Pipewort
4%8" container; 1' x 1'
20%
4000
0.16
640
Eleochans tubercu/osa
Spike -Rush
4%8" container, 1' x 1'
20%
4000
0.16
640
Xyns dilformis
Yellow -eyed Grass
4%8" container, 1' x 1'
20%
4000
0.16
640
Arundinana tecta
Switch Cane
1 gallon; 1' x 1'
20%
4000
0.16
640
Totals
100%
20000
0.16
1 3200
Distance between individual stems in feet 1
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Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quanti
Zone 3
Wet Pond Slopes
Wetland
Herbaceous
Carex lunda
Shallow Sedge
4"-8" container; 1' x 1'
10%
1090
0.79
861
Carex stricta
Tussock sedge
4"-8" container; 3' x 3'
10%
1090
0.79
861
Osmunda cinnamomea
Cinnamon Fern
1 gallon; 2' x2'
15%
1635
0.79
1291
Osmunda regalis
Royal Fern
1 gallon, Tx 3'
10%
1090
0.79
861
Andropogon gerardii
Big Bluestein
1 gallon; 2' x 2'
25%
2725
0.79
2152
Arundinaria recta
Switch Cane
1 gallon; 1' x l'
30%
3270
0.79
2583
Totals
100%
10900
0.79
8611
Distance between individual stems in feet 2
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Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantitv
Zone 3
Wet Pond Slope
Wetland Shrub
Myrica cenfera
Wax myrtle
3 gallon; 8' x 8'
30%
523
0.79
412
Clethra alnifolia
Pepperbush
3-5 gallon; 8' x 8'
30%
523
0.79
412
Illex glabra
Inkberry
3-5 gallon; Tx 3'
10%
174
0Y9
137
Lyonia ludda
Fetterbush
3 gallon; 6' x 6'
10%
174
0.79
137
Zenobia pulverulenta
Zenobia
3-5 gallon; 8' x 8'
1 20%
348
0.79
275
Totals
100%
1742
079
1376
Distance between individual stems in feet. 5
Zone
Location
Type
Species
Common Name
Species
Percent
Quantity
/Acre
Acreage
Total
Quantitv
Zone
Buffer Area
Upland tree
Pinus palustris
Longleaf pine
3-5 gallon; 20'x 20'
100%
218
0,40
87
Totals
100%
218
0.40
87
Distance between individual stems in feet 14
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
lAcre
Acreage
Total
Quantity
Zone 4
Buffer Area
Upland Grass
Andropogon gererdii
Big Bluestein
1 gallon; 2' x 2'
10%
762
0.40
304
Schizachyrium scoparium
Little Bluestein
4"-8" container; V x 1'
20%
1524
0.40
609
Andropogan 14rginicus
Broomsedge
4"-8" container, 1' x 1'
20%
1524
0.40
609
Anstida snicta
Wlregress
4"-8" container, V x 1'
40%
3048
0.40
1219
Muhlenbergia capillalis
Muhly Gress
1 gallon; X x 3'
10%
762
0.40
304
Totals
100%
7620
0.40
3048
Distance between individual stems in feet. 2
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Wet Detention Basin B Planting List
2
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Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quanti
Zone 1
Shallow
WatPool Elevation
Pool Elevation
(PPE)
Emergent
Herbaceous
Peltandra virginica
Arrow arum'
1 gallon; Vx 1'
20%
4000
0.16
640
Scirpus cypennus
Bulrush'
1 gallon; I'll V
20%
4000
0.16
640
Rhynchospora g/omemla
Beak rush'
1 gallon; Vx 1'
15%
3000
0.16
480
Juncus elfusus
Soft rush'
1gallon; Vx 1'
15%
3000
0.16
480
Oront/um aqua6'cum
Goldenclub'
1 gallon; Vx 1'
15%
3000
0.16
480
Sagittana engelmanniana
Duck potato'
1 gallon; 1' x 1'
15%
3 ()
0.16
480
Totals
100%
1 20000
0.16
3200
Distance between individual stems in feet. 1
' Indicates species selected from Fort Bragg DPW Emergent species table
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
(Acre
Acreage
To
Quan>.v
Zone 2
Saturated/Inundate
d Vegetative Shelf
Wetland
Herbaceous
Sanacenia flava
Yellow Pitcher Plant
1 gallon; V x 1'
20%
4000
0.17
680
Enocaulon decangulare
Pipewort
4"-8" container, Vx 1'
20%
4000
0.17
680
E/eocharis tuberculosa
Spike -Rush
4"-8" container; Vx 1'
20%
4000
0.17
680
Xyns dilformis
Yellow -eyed Grass
4"-8" container, Vx V
20%
4000
0.17
680
Arundinana tecta
Switch Cane
1 gallon; Vx 1'
20%
4000
0.17
680
Totals
100%
1 20000
1 0.17
3400
Distance between individual stems in feet 1
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quanti
Zone 3
Wet PondSlopes
Wetland
Herbaceous
Carex lunda
Shallow Sedge
4"-8" container, 1' x V
10%
1090
0.52
566
Carex stncta
Tussock sedge
4"-8" container; 3' x 3'
10%
1090
0.52
566
Osmunda cinnamomea
Cinnamon Fem
1 gallon; 2' x 2'
15%
1635
0.52
850
Osmunda regalis
Royal Fern
1 gallon; Tx 3'
10%
1090
0.52
566
Andropogon gerardii
Big Bluestem
1 gallon; 2' x 2'
25%
2725
0.52
1417
Arundinana facts
Switch Cane
1 gallon; Vx 1'
30%
1 3270
1 0.52
1 1700
Totals
100%
1 10900
0.52
5668
Distance between individual stems in feet 2
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 3
Wet Pond Slope
Wetland Shrub
Myrica cenfera
Wax myrtle
3 gallon; 8' x 8'
30%
523
0.52
271
Clethre alnifolia
Pepperbush
35 gallon; 8'x8'
30%
523
0.52
271
Illex glabra
Inkberry
3-5 gallon; Tx 3'
10%
174
0.52
90
Lyonia lucida
Fetterbush
3 gallon; 6' x 6'
10%
174
0.52
90
Zenobia pulverulenta
Zenobia
3-5 gallon; 8' x8'
20%
1 348
1 0.52
1 181
Totals
100%
1 1742
1 0.52
1 906
Distance between individual stems in feet 5
Zone
Location
Type
Species
Common Name
Species
Percent
Quantity
/Acre
Acreage
Total
Quanti
Zone4
Buffer Area
Upland tree
Pinus palustns
Longleaf pine
3-5 gallon; 20'x 20'
100%
218
0.64
139
Totals
100%
218
0.64
1 140
Distance between individual stems in feet 14
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 4
Buffer Area
Upland Grass
Andmpogon gerardii
Big Bluestem
1 gallon; 2' x 2'
10%
762
0.64
487
Schizachyrium scopanum
Little Bluestein4"-8"container,
1' x 1'
209'0
1524
0.64
975
Andropogan virginicus
Broomsedge
4"-8" container; Vx 1'
20%
1524
0.64
975
Anstida stlfcta
Wregrass
4%8" container; Vx 1'
40%
3048
0.64
1950
Muh/enbergia capillaris
MUNy Grass
1 gallon; 3' x 3'
10%
762
0.64
487
Totals
100%
1 7620
0.64
4877
Distance between individual stems in feet '2
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Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 1
Shallow
Water/Permanent
Pool Elevation
(PPE)
Emergent
Herbaceous
Peltandra virginica
Anowarl
1 gallon; Vx V
20%
4000
0.22
880
Scirpus cyperinus
Bulrush'
1 gallon; V x V
20%
4000
0.22
880
Rhynchospora glomerate
Beak rush'
/gallon; VxV
15%
3000
0.22
660
Juncus et/usus
Soft rush'
1 gallon; 1' x V
15%
3000
0.22
660
Omntium aquaticum
Goldenclm
1 gallon; V x V
15%
3000
0.22
660
Sag/ttana enge/manniana
Duck potato`
1 gallon; V x V
15%
3000
0.22
660
Totals
100%
20000
0.22
4400
°
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Distance between individual stems in feel 1 �♦. _ 2 `Indicates species selected from Fort Bragg DPW Emergent species table \ _
/
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 2
Saturated/Inundate
d Vegetative Shelf
Wetland
Herbaceous
Sarracenia flava
Yellow Pitcher Plant
1 gallon; 1' x 1'
20%
4000
0.23
920
Enocaulon decangulare
Pipewort
4"-8" container; V x 1'
20%
4000
0.23
920
Eleochans tuberculosa
Spike -Rush
4"-8" container; V x V
20%
4000
0.23
920
Xyns diMormis
Yellow -eyed Grass
4"-8" container; V x 1'
20%
4000
0.23
920
Amndinana tecta
Switch Cane
1 gallon; 1' x 1'
20%
4000
0.23
920
Totals
100%
20000
0.23
4600
\
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Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quant'
Zone3
Wet Pond Slopes
Wetland
Herbaceous
Cansz lunda
Shallow Sedge
4"-8"container, VxV
10%
1090
1.01
1100
Camx sbicta
Tussock sedge
4"-B" container, 3' x 3'
10%
1090
1.01
1100
Osmunda cinnamomea
Cinnamon Fem
1 gallon; 2'x2'
15%
1635
1.01
1651
Osmunda regalis
Royal Fern
1 gallon; Tx 3'
10%
1090
1.01
1100
Andropogon gerardii
Big Bluestem
1 gallon; 2' x 2'
25%
2725
1.01
2752
Arundinana tecta
Switch Cane
1 gallon; 1' x 1'
30 %
3270
1.01
3302
Totals
100%
10900
1.01
11009
.Distance between individual stems in feet 2 - -
cu BONE 2
---------------
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Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 3
Wet Pond Slope
Wetland ShnRl
Mynca ceniera
Wax myrtle
3 gallon; 8' x 8'
30%
523
1.01
527
Clethra ainifolia
Pepperbush
3-5 gallon; 8' x 8'
30%
523
1.01
527
/Ilex glabra
trlcbeny
3-5 gallon; 3' x 3'
10%
174
1.01
175
Lyonia lucida
Fetterbush
3 gallon; 6' x 6'
10%
174
1.01
175
Zenobia pulverulenta
Zenebia
3-5 gallon; 8x 8'
20 %
348
1.01
351
Totals
100%
1742
1.01
1759
Distance between individual stems in feet 5
,
/
Zone
Location
Type
Species
Common Name
Species
Percent
Quantity
/Acre
Acreage
Total
QuanC
Zone 4
Buffer Area
Upland tree
Pinus palusMs
Longleaf pine
3-5 gallon; 20' x 20'
100%
218
1.31
285
Totals
100%
218
1.31
286
/
i
Distance between individualstems in feet 14
LEGEND
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quant'
Zone 4
Buffer Area
Upland Grass
Andropogon gerardii
Big Bluesism
1 gallon; 2' x 2'
10%
762
L31
998
Schizachydum scol
Little Bluestem
4"-8" container, V x 1'
20%
1524
1.31
1996
Andmpogan virginicus
Broomsedge
4"-8" container; l' x 1'
20%
1524
1.31
1996
Ansbda stdcia
Wiregrass
4"-B" container, V x 1'
40%
3048
1.31
3992
Muhlenbergia cal
Muhy Grass
1 gallon; 3' x3'
100/
762
1.31
998
Totals
100%
7620
1 1.31
9982
1
1
1
1
1
1
1
Distance between individual stems in feet 2
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L5
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L7

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Wet Detention Basin D Planting List
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 1
Shallow
Permanent
Pool Elevation
Pool Elevation
(PPE)
Emergent
Herbaceous
Peltandra virginica
Arrow arum'
1 gallon; 1' x 1'
20%
4000
0.17
680
Scirpus cypennus
Bulrush'
1 gallon; 1' x 1'
20%
4000
0.17
680
Rhynchospore glomerata
Beak rush'
1 gallon; 1' x l'
15%
3000
0.17
510
Juncus effusus
Soft rush'
1 gallon; Tx 1'
15%
3000
0.17
510
Orontium aquaticum
Goklenclub`
1 gallon; V x 1'
15%
3000
0.17
510
Sagittana engelmanniana
Duck potato'
1 gallon; 1' x 1'
15%
3000
0.17
510
otala
[To
100%
20000
0.17
3400
iI I j i / V' Distance between individual stems in feet 1
rv`Indicates species selected from Port Bragg DPW Emergent species table
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t i If
S,till
Q1 1
\ \ - �-
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantitv
Zone 2
Saturated/Inundate
d Vegetative Shelf
Welland
Herbaceous
Samacenia Oava
Yellow Pitcher Plant
1 gallon; V x 1'
20%
4000
0.18
720
Enocaulon decangulare
Pipewort
4"-8" container; 1' x 1'
20%
4000
0.18
720
Eleochans tuberculosa
Spike -Rush
4"-8" container; 1' x 1'
20%
4000
0.18
720
Xyns diflormis
Yellow -eyed Grass
4"-8" container; 1' x 1'
20%
4000
0.18
720
Arundinana recta
Switch Cane
1 gallon; 1' x 1'
20%
4000
0.18
720
Totals
100%
20000
0.18
3600
4Distance between individual stems in feet. 1
23 _ -----'
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 3
Wet Pond Slopes
Welland
Herbaceous
Carex lunda
Shallow Sedge
4"-8" container; V x 1'
10%
1090
0.74
806
Carex stacta
Tussock sedge
4"-8" container; 3' x 3'
10%
1090
0.74
806
Osmunda cinnamomea
Cinnamon Fern
1 gallon; 2' x 2'
15%
1635
0.74
1209
Osmunda rega/is
Royal Fern
1 gallon; Tx 3'
10%
1090
0.74
806
Andropogon gerardii
Big Bluestem
1 gallon; 2' x 2'
25%
2725
0.74
2016
Arundinana tecta
Switch Cane
1 gallon; 1' x V
30%
1 3270
0.74
2419
Totals
100%
1 10900
0.74
8066
Distance between individual stems in feet. 2
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quanti
Zone 3
Wet Pond Slope
Welland Shrub
Mynca cenfera
Wax myrtle
3 gallon; 8' x 8'
30%
523
0.74
386
Clethm alnifolia
Pepperbush
3-5 gallon; F x 8'
30%
523
0.74
386
Max glabm
Inkberry
3-5 gallon; Tx 3'
10%
174
0.74
128
Lyonia lucida
Fetterbush
3gallon; 6'x 6'
10%
174
0.74
128
Zenobia pulverulenta
Zenobia
3-5 gallon; 8' x8'
20%
348
0.74
1 257
Totals
100%
1742
0.74
1 289
Distance between individual stems in feet 5
-----------------------
Zone
Location
Type
Species
Common Name
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 4
Buffer -Area
Upland tree
Pinus pa/ustris
Longleaf pine
3-5 gallon; 20' x 20'
100%
218
1.23
268
Totals
100%
218
1.23
268
Distance between individual stems in feet. 14
Zone
Location
Type
Species
Common Name
Size and Spacing
Species
Percent
Quantity
/Acre
Acreage
Total
Quantity
Zone 4
Buffer Area
Upland Gress
Andropogon gemrain
Big Bluestem
1 gallon; 2' x 2'
10%
762
1.23
937
Schizachyhum scopanum
Little Bluestem
4"-8" container; 1' x 1'
20%
1524
1.23
1874
Andropogan vlrginicus
Broome
4"-8" container; 1' x 1'
20%
1524
1.23
1874
Arlslida stncta
Wregress
4"-8" container; l' x 1'
409/.
3048
1.23
3749
Muhlenbergia capillans
Muhly Grass
1 gallon; Tx 3'
10%
762
1.23
937
Totals
100%
7120
1.23
1 9373
Distance between individual stems in feet. 2
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REFERENCE
NUMBER
L8
L SHEET 21 OF 23
1

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REFORESTATION
PLANTING PROCEDURE WITH KBC/OST BAR (DIBBLE BAR)
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1. INSERT THE PLANTING BAR STRAIGHT DOWN
INTO THE SOIL TO THE FULL DEPTH OF THE
BLADE AND PULL BACK ON THE HANDLE TO
OPEN THE PLANTING HOLE. (DO NOT ROCK
THE PLANTING BAR BACK AND FORTH AS
THIS CAUSES SOIL IN THE PLANTING HOLE
TO BE COMPACTED, INHIBITING GROWTH.)
2. REMOVE THE PLANTING BAR AND PUSH THE
TREE ROOTS DEEP INTO THE PLANTING HOLE.
PULL THE TREE BACK UP TO THE CORRECT
PLANTING DEPTH. GENTLY SHAKE THE TREE
TREE TO ALLOW THE ROOT TO STRAIGHTEN
OUT. DO NOT TWIST OR SPIN THE TREE OR
LEAVE THE ROOTS J—ROOTED.
3. INSERT THE PLANTING BAR SEVERAL INCHES
IN FRONT OF THE TREE AND PUSH THE
BLADE HALFWAY INTO THE SOIL. TWIST AND
PUSH THE HANDLE FORWARD TO CLOSE THE
TOP OF THE SLIT TO HOLD THE TREE IN
PLACE.
4. PUSH THE PLANTING BAR DOWN TO THE
FULL DEPTH OF THE BLADE.
5. PULL BACK ON THE HANDLE TO CLOSE THE
BOTTOM OF THE PLANTING HOLE.
6. PUSH FORWARD THE HANDLE TO FIRM
SOIL ON TOP OF ROOTS AND TO CLIMINATE
AIR POCKETS AROUND THE ROOT.
7. INSERT PLANTING BAR 2 INCHES FROM LAST
HOLE.
8. PUSH FORWARD, THEN PULL BACKWARD TO
FILL PREVIOUS HOLE.
9. REMOVE THE PLANTING BAR AND FIRM UP
THE OPENING WITH THE HEEL.
10, FIRM THE SOIL AROUND THE TREE WITH THE
FOOT. BE CAREFUL TO AVOID DAMAGING
THE TREE.
PLANTING PROCEDURE WITH HOEDAD
O
n
1. STRIKE BLADE ALMOST VERTICALLY, FULL
DEPTH OF BLADE, INTO THE SOIL. PULL UP
ON THE HANDLE TO BREAK THE SOIL LOOSE
AT THE BOTTOM OF THE HOLE. CAUTION -
AVOID RAISING THE HANDLE MORE THAN A
FEW INCHES. OTHERWISE THE HOLE WILL
FILL WITH SOIL AND THE TREE WILL BE
SHALLOW ROOTED.
2. SLIDE HAND DOWN HANDLE ALMOST TO THE
BLADE. PULL BACK AND DOWN ON THE
HANDLE TO FORM A POCKET ON THE FAR
SIDE OF THE BLADE. WITH THE OTHER
HAND, IMMEDIATELY PLACE THE TREE
ROOTS INTO THE POCKET TO THE FULL
DEPTH OF THE HOLE,
3. HOLD TREE IN PLACE WHILE SLIDING THE
HOEDAD BLADE OUT OF THE HOLE, LOOSE
SOIL SHOULD FALL INTO THE HOLE, HOLDING
TREE IN PLACE.
4. PULL BLADE COMPLETELY OUT OF THE HOLE
AND PUSH SOIL AGAINST PLANTED TREE
WITH THE TIP OF THE BLADE.
FOOT T FIRM THE I AGAINST TH 5 USE 00 0 E SOILE
TREE. DO NOT STEP ON OR BRUISE TREE
WITH YOUR FOOT.
REFORESTATION PLANTING CRITERIA
ROOT COLLAR
PROPER PLANTING
N.T.S.
ROOT COLLAR
ROOT COLLAR
TOO DEEP
ROOT COLLAR
TOO SHALLOW
RnnT rnl I na ROOT COLLAR
ROOTS BENT
(J—ROOT)
AIR POCKETS ANGLED PLANTING
UNACCEPTABLE PLANTING
N.T.S.
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PLATE
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NUMBER
L10