20210300 Ver 1_SMP (Signed)_20210708

-M
Highway North Carolina Department of Transportationi.
4ri��
StOCCY1 Highway Stormwater Program
. m e
- STORMWATER MANAGEMENT PLAN -
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.14.R.210 TIP No.: County(ies): Macon Page 1 of 1
General Project Information
17BP.14.R.210 TIP Number: Project Type: Bridge Replacement Date: 7.7.2021
NCDOT Contact: Patrick J.Breedlove Contractor/Designer: TGS Engineers (Jimmy L.Terry P.E.)
Address:253 Webster Road Address:804-C North Lafayette Street
Sylva,N.C.28779 Shelby,N.C.28150
Phone: [phone] Phone: [phone]
Email:[e-mail] Email:
City/Town: Franklin County(ies): Macon
River Basin(s): Little Tennessee CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length(lin.miles or feet): 0.188 miles I_ Surrounding Land Use: Rural Residential&Agriculture
Proposed Project Existing Site
Project Built-Upon Area(ac.) 1.5 ac. 0.5 ac.
Typical Cross Section Description: 30' 20'
Annual Avg Daily Traffic(veh/hr/day): Design/Future: Year: Existing: Year:
General Project Narrative: Bridge 43 is located on Middle Creek Road(SR 1635).The North Carolina Department of Transportation(NCDOT)is proposing to replace the subject bridge. The purpose of
(Description of Minimization of Water the project is to replace the functionally obsolete 20'W x 40'6"L timber deck on I-beam bridge with a 30'W x 85'L x 33"box beam bridge unit.Traffic will be detoured onsite
Quality Impacts) utilizing staged bridge demolition and construction.The new bridge unit will sit at a 60 degree skew on 4'end bent cap.The existing stable ditches will be maintained.The
proposed bridge inteior gutter drainage system inculdes 1 outlet pipe(approx.6"diameter).The drainage outlet discharges 0.10 cfs into a lateral v-ditch which flows into Middle
Creek.
III 111 i Waterbody Information
Surface Water Body(1): Middle Creek NCDWR Stream Index No.: 2-8
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Trout Waters(Tr)
Other Stream Classification:
Impairments:
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the
(If yes,provide justification in the General Project Narrative) General Project Narrative)

/
O - STATE STATE PROJECT REFERENCE NO. SHEET TOTAL
NO. SHEETS
(lf T / ,- 1 41 i 1.3.
N "'S r 16531.42 17N.C. 17BP.14.R.210 EC-1
36 +� 1638 STATE OF NO I�T� CA l'OILINA
• • ; r ie t eK ,rr STATE PROJ.N0. P.A.PROJ.Na DESCRIPTION' �� 4essec e GAu
��6 17BP.14.R.210 N/A PE
1111114 1684 �_ ` 17BP.14.R.210 N/A RNV & UTIL.
� Otto ��am DIVISION OF HIGHWAYS ` 17BP.14.R.210 N/A CONST.
1634
PORIFfil23 / 637 W A-
441 1633 i 1635'` 1722 �1O
°II Ln_q 1� 1632 "3�� PROJECT 622 PLAN FOR PROPOSES 8���> EROSION AND SEDIMENT CONTROL MEASURES
Zil106 u LOCATIONS L , Std. De.eriptian o
11 r 1630.03 Temporary Silt Ditch Symbol
i,it_,,,; > f 1635 e , 24`s, HIGHWAY E $OSION CONTROL[ _ TD -
1630.05 Temporary Diversion
10.11.44
1106 .^�14 r ti 's t -
�' ; 1605.01 Temporary Silt Fence III III III
/
23 172E x 2 1 2 i 1 2 1606.01 Special Sediment Control Fence
1104 441 5ro ®i. T 1622.01 Temporary Berms and Slope Drains �'-
IACON COUNTY NTY 1630.02 Silt Basin Type B
� 172E 1720 caly/ 1633.01 Temporary Rock Silt Check Type-A V//A ••�
1105 / Norton Temporary Rock Silt Check Type-A with
V 1683 2 LOCATION: BRIDGE NO. 550043 OVER MIDDLE CREEK Matting and Polyacrylamide(PAM)
L144 1102 1 -ii 1683 ®-..�i
ON SR 1635 (MIDDLE CREEK ROAD) 1633.02 Temporary Rock Silt Check TypeB70
O VICINITY MAP Watt➢e/Coil.Fiber Wattle _�
Watt➢e//Coil.Fiber Wattle
TYPE OF WORK: GRADING,DRAINAGE,PAVING,AND STRUCTURE with eolyacrylamide(PAM) J
1634.01 Temporary Rock Sediment Dam Type-A
0.4
1634.02 Temporary Rock Sediment Dam TypeB--.I\
1635.01 Rock Pipe Inlet Sediment Trap Type-A
1635.02 Rock Pipe Toler Sediment Trap Type-B Q Ul
1630.04 Stilling Basin
O 1630.06 Special Stilling Basin
BEGIN PROJECT 0 Rock Inlet Sediment Trap:
17BP.14.R.210 � 1632.U1 Type A A
END PROJECT 1632.02 Type B
-L- STA. 10 + 55 90 17BP.14.R.210 1632.03 Type C C
s
5_ �s ;- -L- STA. 20 + 50.00
\... ,S ..--1S - Skimmer Basin If
s� MIDDLE CREEK -____ O Tiered Skimmer Basin �� ,�
-15-
--------------- - ---_ O
TO SR 1634 --_ [nfJltratJen Ba.Jn
------ ---------
,� \®®�
E- '-/ \\� N_- THIS PROJECT CONTAINS
L i „►_�� ,=- _ EROSION CONTROL PLANS
SR 1635 -L-
� MIDDLE CREEK RD FOR CLEARING AND
1 s �`\ GRUBBING PHASE OF
\\\ \ )� -, CONSTRUCTION.
BEGIN BRIDGE END BRIDGE °FAO FNo
-L- STA. 15 + 52.20 -L- STA. 16 + 39.80 THIS PROJECT HAS
BEEN DESIGNED TO
SENSITIVE WATERSHED
STANDARDS.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST
ON THIS PROJECT
Refer To E.C.Special Provisions
for Special Considerations.
GRAPHIC SCALE
V Prepared in the Office of: Reviewed In the Office of: Roadway Standard Drawings
Fi 2505 The following roadway en fish standards as appear in 'Roadway Standard Drawings"-Roadway Design
f THESE EROSION AND SEDIMENT TGS ENGINEERS ROADSIDE ENVIRONMENTAL UNIT Unit-N.C.Department of Transportation-Raleigh,N.C.,dated January 2018 and the latest
r;
o CONTROL PLANS COMPLY WITH 804-C N. LAFAYETTE ST. I South Wilmington St. revison thereto are applicable to this project and by reference hereby are considered a part of
PLANS THE SET AT SHELBY, NC 28150 these plans.
Raleigh, NC 27611
BY THE NCG-010000REGULATIONS GENERAL 1604.01 Railroad Erosion Control Detail 1632.01 Rock Inlet Sediment Trap Type A
CONSTRUCTION PERMIT EFFECTIVE 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS 1605.01 Temporary Silt Fence 1632.02 Rock Inlet Sediment Trap Type B
Si rilliii AUGUST 1,2016 AND ISSUED BY 1606.01 Special Sediment Control Fence 1632.03 Rock Inlet Sediment Trap Type C
THE NORTH CAROLINA DEPARTMENT 1607.01 Gravel Construction Entrance 1633.01 Temporary Rock Silt Check Type A
OF ENVIRONMENTAL QUALITY. Designed by: Reviewed 1622.01 Temporary Berms and Slope Drains 1633.02 Temporary Rock Silt Check Type B
o 1634.01 Temporary Rock Sediment Darn Type A
by: 1630.01 Riser Basin
1630.02 Silt Basin Type B 1634.02 Temporary Rock Sediment Dam Type B
1630.03 Temporary Silt Ditch 1635.01 Rock Pipe Inlet Sediment Trap Type A
41 Andrew H. 1630.04 Stilling Cochrane,PE 3015 Reid Whitehead,PE,CPESC
«�s Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B
�°a :NAME LEVEL III CERTIFICATION NO. 1630.05 Temporary Diversion 1640.01 Coir Fiber Baffle
$ V 1630.06 Special Stilling Basin 1645.01 Temporary Stream Crossing
p t J ro
1631.01 Matting Installation
♦

PROJECT REFERENCE NO. SHEET NO.
17BPJ4.R.210 EC-2
RAN SHEET NO.
TEMP 0 R A R Y R 0 C K SILT CHECK TYPE 'A' WITH ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
EXCELSIOR MATTING AND POLYACRYLAMIDE ( PAM )
EXCELSIOR NOTES :
MATTING
FLOW B--- 11 INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO . 1633 . 01 .
SEDIMENT CONTROL STONE ost:.26 at
'_A 4 aa,,� USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
-0. oQ�4r � � �r , MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE .
A • 0c000�,',=0�'��'9,0�9�- A PRIOR TO POLYACRYLAMIDE ( PAM) APPLICATION , OBTAIN
�D p OODO•.OO IOD0- �y p`oO p OODO p.
1 (� (� �] o� A SOIL SAMPLE FROM PROJECT LOCATION AND FROM OFFSITE
p OHOpO :
00 , 0-O4 D 0 D D�,,• '7
D� T D• o : D� o,.•�o`� o MATERIAL AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
D
p�f $P,F6 '0?p9'oq TO BE APPLIED TO EACH ROCK SILT CHECK.
'.BOO 7�'• c0 O �O —o coo; BOO 00
p 0 p 00 �� 10 D 10 O D D
Nag , O O - O -"O Ce O
p D p D ,• • O p 1 • O p D
00 • 00 INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE ( PAM)
O` p O� �. 100 p I o, p O D p O
(2pc]� C6g. agp�C6a pCC] D TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
p00 p(�OOD p00 pO
ed. DO0D0D9>0 D EVENT THAT EQUALS OR EXCEEDS 0 . 50 INCHES .
STRUCTURAL STONE o
B_
PAM
(4 OZ. )
PLAN
. o
INSET A
See Inset A
CLASS B STONE
2/3 CHANNEL 1 ' MIN EXCELSIOR
WIDTH I
MATTING
- pv0- 0" p-0- p 12"
1 ' MIN o pOOOp OO H = 2' MIN DODpD
aoc aOo0 ,0000oaso o op,p Aff-Liim- difi-,i_ii- _,,--,Hri-ilATT
-r6 _Tr[AirltriP
EXCELSIOR
MATTING SECTION B- B CLASS B STONE
SECTION A-A
NOT TO SCAL

PROJECT REFERENCE NO. SHEET NO.
l7BPJ4.R.210 EC-3
DIVISION OF HIGHWAYS
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
STATE OF NO1' CAI'A®LINA
SOIL STABILIZATION TIMEFRAMES
SI I F DFSCBI PT ION SI ABI LI ZA I ION I IMF I I MFFBAMF FXCFP I IONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HOW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 301 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3o1OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.

PROJECT REFERENCE NO. SHEET NO.
Macon County 17BP°14°R°2/0 EC-4/CONST.4
Bridge #550043 ROADWAY"IGN EET NO. HYDRAULICS
ENGINEER ENGINEER
\i%
`�I
1
,5., ��ti TGS ENGINEERS
. ,.,_...........
r 373.3:, 8150
�� ^01 804-C N. LAFAYETTE ST
L- iU- R., i — 7
` IP SHELBY, 4 °.:C2
2°.I ,,,E CORP. LICENSE NO.: CO275
a
a4 u.
_,,o______
\ ,:,0,.0,30. :
______
, % ' “ ''' •.4,..._— ,-;04.10. Cilii.IZIIIIIIIIIiiiiiiiiiiimorlif riaKINtivatlit 'c\,._______ ____ ''' ,..._j______ _____-,..._\ ,
li1O'N.N.......c.
,ii , , , .. ...9:1 ,,,. '.• '.,,,t:,,.....„,...,....„... .I. ,,,. g. 9 91 _:•F,I -----.9,.9Ini.t. , iiiiiiiiiiiika : \
� .... . � ice_ "�+�''��`� ,,, ,�.. V .... � ��`1iIII
� WOODS . IMPERVIOUS 9e.e''- -a:re. % illl I
meni
�, .... .� �L�-is `Ls'+-: DIKE 9 w ;. ��9ii■iii:` I�I�II II
PT 13+64/5 �_\\®` ice ■_E ``
TON 14 SY G \ \ Q ' _ .. c-w-ar_ \ 1 `•..• �,. `� .. JOE III �di.4111 42
CLQ.frS-5��RIPRAP -. a .■e� • , IIIIIIII
+15.35 \ '1111 •, icy ONTI T LATERAL BASE �T �■ I04 _
• EX.WW \ +90.00 MIDDLE CREEK POLE 4025/ \ SEE DETAIL C ■ i
73.00 +90.00 +7•.21 +6892 TB F _ •'1 r
+01.00 \� 'EX PH Ex RhV X �a D � 2'
— — PO 0+00.00 6a.00 1 ���_, ,� �� I c��
94.0o wood<. e , - - __
50'TAPER , EX.•. ! I '»� .1 P .-"/4.� =
i:�
i�
♦� 1 Fa .-. .,aaa _�^� �_ \ -- 73 3q 7' kda� A lici ‘
47: .
TO EXIST. c +67.0� .a�. POW"abb„,410r �a_ s-' 7 �xE+"11111111111111111111.14 ,... .._ ,.. ....54L4...... ,,,,,. .............-
iratiter
ligNom k. 11*
11:
iti
45.00
3.00
' Nook
IV\ IBRIDGE
4.....0---...&4-511111*It • WNER)ENNIS JAMES !L rUN -GI �1t*GE TERES• CABE S".ED „a N..., „,. ,
/r
—L— STA 15+ .20 —L A�16+39.8an■•' 17ar1
PLACE COIR FIBER MATTING ON .n ryas
�,z �O EXPOSED SOIL UNDER BRIDGE WHICH s le°e'zz w
WILL NOT BE PLATED WITH STONE. 2+.3r "-,
��.'�-�. �e •t DETAIL C a
�\ e\ RAAAT MBANKM 1 -r
= 10
•
L_111�_�,i ,�XTILf • n .'lTB•"� ' �e�
.• ___
I� ,-.., f .1. ..
/ _..�Egfli�llla1y �"PN �•'L i�t.\•. .f • •'
.„ ..,.
Qdors S 7:..506.2
I'�lul�:�`f� IIII I
kk„ a,=
vi
818AWci) a
26°06'30•E
z .. 72 45.84' -
e +`
sy
&e ::' 605669W .. ,
/� > I (I ENVIRONMENTALLY SENSITIVE AREA
SEE PROJECT SPECIAL PROVISIONS
NOTE: CLEARING AND GRUBBING NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE-B //
UTILIZE SPECIAL STILLING BASIN(S)AS EROSION CONTROL FOR AND TEMPORARY ROCK SILT CHECKS TYPE-A AT
STILLING BASIN WHERE APPLICABLE. CONSTRUCTION SHEET 4 DRAINAGE OUTLETS.

PROJECT REFERENCE NO. SHEET NO.
I7BP,14,R,2/0 EC-5/CONST.4
R'W SHEET NO.
-
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
N 25°58'33'E 'RETGS ENGINEERS
30.33'
0804SHELBY-C , NC N. LAFAY2ETTE8750 ST
PH 700003
N 25.01'24"E CORP. LICENSE
N1 NOc3.: C-0275
32.22'
N 19.04'34'E -L- CURVE DATA
40.00'
PI Sta 12+16.84 PI Sta 19+04.30 PI Sta 20+98.87
N 13 46'z4 E A = 4°3/'59.7"(RT1 A = 20'39'54.7"(AT) A = 6°49'2/°6"(AT)
34.23' D = 1°32'09.9" D = 7'44'33.6" D = 5°27'24.3"
L = 294.76' L = 266.90' L = 125.03'
N oe 33's4^E T = 147.46' T = 134.92' T = 62.59'
40.00' R = 3,730.00' R = 740.00' R = 1,050.00'
SE = NC SE = 0.04 SE = 0.04
INSTALL MATTING IN THE �� N 00.41'06•W DS = 35 MPH DS = 45 MPH DS = 50 MPH
O
PROPOSED DITCH LINE y 36.78'
D N 4- GUY LOUIS CRAUWELS,TRUSTEE
-L- STA 12+75 TO 12+75 LT -li AN A R.DAVI CRIADO& r ��°s3,9s °a. n
EST.40 SY as. W (GUY LOUIS CRAUWELS LIVING TRUST)
N)7.KOB.W W N 23.36p
V p9�06 /999 6 W
CLASS B RIPRAP
i 1 TON,5 SY GEO N WOODS N 5 Q5 g8
RIP RAP AT EMBANKM' T ly°ag. END FDPS
O SEE DETAIL B WOODS BEGIN SBG 98.8g 6•W ail -L-STA.17+21.68
BEGIN FDPS -L-STA.15+12.92 qrf S
eWM,yy N 3476'O6'w a -L- PC 174'69.38
STANDARD BASE DITCH -L-STA.14+48.00 WOODS o - °:cq CA. 31.41 v C.
SEE DETAIL A -L- PT 13+64.15 M /• I ALFF Ra rn' m
CLASS 8 RIPRAP to t4.
+2 41 P21,q/ „'� O TIMMY JOEL PHILLIPS ••"•• PAVEMENT REMOVAL
5 TON5,14 SY GEO �.` _ .. -. .. �,...: EX.RAN FR.W �� 2•,R �'--�. " a
+15.35 Tgs -JS-- - ----FRONTIER T 1. LATERAL BASE DITCH •6°jy I 4,10-- �4SPH.
EX.KW +•L 00 MIDDLE CREEK POLE.2025/ SEE DETAIL C +92 97 / - WOODS ASPHALT -L- PCC 20+36.28
73 00 +90.00 +7•.21 +68.92 A EX.R^N THOMAS EDWARD JONES
+01.00 EX INN �j--tom s„, +63.99 DRIVE
L POT IOfOO,OO 64.00 WOODS CE F C E% X.RA '-R/W MON WOODS /.. 66,30°z R W EX.RAN
+94.00 .. -- - j5 I we' ELEVW 2�02 6`�. FRONTIER TEL. is., N 00°03'34 E
50'TAPERin,,,,_ EX.INN ,\��'�C \�♦ I'/LJ�4Y. 13 IG�IIW����� C �71 ;haiE 205/0 n '35\gp'�� +29.28
2
TO EXlsr. +67.00 • • 'F'\!\• ••� -' 1���_ �• �o -�� .•sl._ _ EX.R,W 1 el ! SSOOO
jt`� ® , .�i sip .T.
ar :IQi WOODS �< n•*•�c ems- ®.. 1s 'g` �`i, - ..�y '�\ - ,-
FBI / .. .>_�•Im__ •W`-.L1dL�e` i :��'- Ili-�1� w. -� -L- PT 2/+6/.32/
TO SR 1634(s ���o i V / _�� �') -tO T :744r l -�� 5 R
S 45` 1 , ter. 411' u D D I- nd A r � e
7.1
J� t yam. BLGI•FDPS•4.00 1 +20 J ` L L� '.,�v��� uu L P' 4.
��'� a/�I,��E1�. .�L1�11��1.00 1'_ J11�11�..� �� i°, 1 .. 11 ' \ � o`o
GRAD T DRAIN 30.00 E 30.00 ifC. ,r � i1 1:'°. 11 ,� .. \6, 6.9,o6
LXlsrie wW +0 r L I � +50.00 .• PDPDE S-�E E 1
I�wY� I 1 ,� ;'\ "a 5
e 5
BEGIN PROJECT so.ao 30.0o P ao.o°o° + 1Iipr _ 'r� '
17BP.14.R.210 EX.�N F 30.00 30.00 +zo.00 +:o.00
E & \ w
S 47°00'00'W \ +39.00 50.00 30.00 52.00 �@ F \3\ \
30.00 10.69' O 30.00 45.00 +11.00
-L- STA 10+55.00 30.00 30.00 45.00 \ p END FDPS +94.00 36.28
BEGIN SBG �" -L-STA.17+37.75 +36.00 30.00 o EX.RNJ \\6 f� e''' \ EIP
-L- PC 10+6939 58300 ? RELOCATE -L-STA.15+28.99WOOoS RELOCATE * T07AP �\
49.00 \ \ I.39'
FENCE +Bo.00 o eR \ \ -L- POT 22+17.88
e�,°s_ (BY OWNER 50.00 FENCE FX7ST. X
° I 0^ CLASS B RIPRAP ;v, BY OWNER O 'CO-k /r
° o, Y 1 TON,5 5Y GEO y ( �5 \ NO R
O'Z 03 v F PROP.16' n w
ASPHALT DENNIS JAMES WALTON BEGIN BRIDGE °- END BRIDGE TERESA CARE SPEED 'ir to 0F�
MILDRE JEANETTE CABE HOLLAND JAMES S MILLER DRIVE \ FNo
-L- STA 15+52.2 u -L- STA 16+39.80 \
PLACE COIR FIBER MATTING ON s le°3azr'W Place Matting for Erosion Control �^
EXPOSED SOIL UNDER BRIDGE WHICH w
WILL NOT BE PLATED WITH STONE. on Slope as Work Allows.
-L- Sta. 16+50 to 19+50 RT
DETAIL A DETAIL B ° 9 DETAIL C ti 25.3v
E1PC;
STANDARD BASE DITCH RIP RAP AT EMBAN LATERAL BASE DITCH
(Nato Scale) I Nat 3 Scale) ds S, i Not to Scale)
Fill
Natural 10'mi b
NaNml
�T/ Grouts DDitchNatural
Ground �-- \
Grade 1.0'min.y 1.5 Groundd ?• -r 50:1 Slope
Min.D=1.5 Ft. B GEOTEXTILE ill
B=3 Ft. F��++1t Est DDE=70 CY GEOTEXTILE Min.D=1.5 FL
'When B is< 6.0• Min.d=1.5 Ft.
FROM -L-STA 12+75@251T TO 12+75@ 9'LT Typ user= B=5 H.
Type of Linor= 17 TONS,Closs I Rip-Rap Class I Rap Est.260 TONS
Gaotextile= 23 sy GeoteMile Est.350 sy h=Varies(see XSC)
FROM -L-STA 12+70 TO 12+80 LT FROM -L-STA 1 R/To 18+50 LT(DDE=470 ty)
/93 Se'9S•W
•9p, S 7 6'W 24.55.55'
S 40°07'20"W
28.72'
S 18°57'42"E
25.83'
S 26°06'30"E
45.84'
IA
0 52 27
N 6\69,
sl
/ I
11
i -
NOTE:
UTILIZE SPECIAL STILLING BASIN(S)AS
STILLING BASIN WHERE APPLICABLE.

STATE STATE PROJECT REFERENCE NO. SNFOET SHEETS
N.C. 17BP.14.R.210 RF-1
STATE PROD.NO. F.A.PROJ.NO. DESCRIPTION
I
PLANTING DETAILS
SEEDLING / LINER BAREROOT PLANTING DETAIL
REFORESTATION
HEALING IN DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
1. Locate a healing—in site in a shady,well ❑ TREE REFORESTATION SHALL 3E PLANTED 6 FT.TO 10 FT.ON CENTER, RANDOM SPACING,
protected area.
2.Excavate a flat bottom trench AVERAGING 8 FT.ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE.
12 inches deep and provide drainage. II
t'1=111HII. .• •• "—"—"F- III
lap
1 = II r_2 inch
II
�� 1 �IIGIfEII I IE11, s0011
11 If
T� I � I I iI II t- IIL" IIC I:II I o 0-1 II
�I�I 1= Ifo I I : "➢ 1 II-1
lTH 11 E11 E111 I - -1. �1 L
11ElI I l
�I EI EI II I - - II ifi-
-11-1 0)11-11
LI I- - = 10-1 -T- __
..A4N,Allr. ...//
1.Insert planting bar 2.Remove planting bar 3.Insert planting bar
as shown and pull handle and place seedling at 2 inches toward planter
toward planter. correct depth. from seedling.
3.Backfill the trench with 2 inches well
rotted sawdust.Place a 2 inch layer of
well rotted sawdust at a sloping an•le
at one end of the trench. Auseememeur
/
REFORESTATION
MIXTURE,TYPE, SIZE,AND FURNISH SHALL CONFORM TO THE FOLLOWING:
h It II li- II�II.II 11 11 = 11F
I I= NI 11 1a! J.411 % 1 HMI:+
1—m II= :11 ILi — �I�'J�1�l 25% LIRIODENDRON TULIPIFERA TULIP POPLAR 12 in 18 in BR
1=1 o11 d ll- _ 11 =ILI1—1E111
4.Place a single layer of plants `� '' i I [WI:I —111 I �0 =I I�I I�I
_ n = _u=g 1111H11-111H11 25% PLATANUS OCCIDENTALIS SYCAMORE 12 in — 18 in BR
against the sloping endso that 1 1__J1*1114110 I. NIL__ g11=_ll__ __ I -
the root collar is at ground level. 6.Leave compaction
4.Pull handle of bar 5.Push handleforward hole open. Water 25% FRAXINUS PENNSYLVANICA GREEN ASH 12 in — 18 in BR
owatd planter,firming firming soilndaat top. p
soil at bottom. thoroughly.
25% BETULA NIGRA RIVER BIRCH 12 in — 18 in BR
PLANTING NOTES:
PLANTING BAG `
During planting,seedlings 4011,
shall be kept in a moist
canvas bag or similar
5.Place a 2 inch layer of well rotted/ , 1 '. container to prevent the
sawdust over the roots maintainin root systems from drying.
a sloping angle.
KBC PLANTING BAR
Planting bar shall have a
blade with a triangular
cross section,and shall
be 12 inches long,
4 inches wide and
1 inch thick at center.
H
6.Repeat layers of plants and sawdust IT p�
as necessary and water thoroughly. ROOT PRUNING REFORESTATION DETAIL SHEET
All seedlings shall be root
pruned,if necessary,so that
no roots extend more than V N.C.D.O.T. — ROADSIDE ENVIRONMENTAL UNIT
10 inches below the
root collar.
7/7/2021