20030989 Ver 2_More Info Received_20070307

Environmental Consultants, PA
;Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
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March 7, 2007
rz,~~~~t~~ ~•~~ . ~ S&EC Project # 3822.W1
DWQ No. # 03-0989, Ver. 2
Division of Water Quality
Attn: Cyndi Karoly /Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's 02/20/07 request for additional information
Farmington Woods -Phases 13-15
Wake County, North Carolina
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your letter dated February 20, 2007, which requested
additional information for the proposed Farmington Woods -Phases 13-15. The
following restates your questions/comments and is then followed by our response. Of the
11 questions asked, eight (8) were either addressed in the initial submittal or were not
included in the initial submittal because they are not relevant to this project. Specifically,
questions five (5) through eight (8) were about Stormwater Management; the proposed
impervious surface for this project is 25.24%, which is well below the 30% threshold
under Condition No. 4 of the GC #3402.
Additional Information Requested
1. Please show all stream impacts including fill slopes on the site plan.
The limits of the proposed fill impacts to the two UT's to Big Branch were shown on the
detailed impact map. No other areas are proposed. If you have a particular area of
concern in mind, please be more specific.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

2. Please indicate the location of the protected buffers as overlays on
your site plan, clearly showing Zone 1 and Zone 2.
The two UT's to Big Branch are un-buffered streams as they do not appear on the NRCS
Soil Survey maps and they do not appear on the USGS topographic quadrangle maps.
Therefore the above request does not apply (i.e. all buffers are shown as per the DWQ
site determination).
3. Please show cross section details showing the provisions for aquatic
life passage.
The proposed impacts to the two UT's to Big Branch are lot fill not culverted corssings.
Additionally, these two drainages are at the top of the system and therefore there is no
aquatic life passage further upstream, so therefore, the above request does not apply.
4. Please provide documentation that DWQ or Forest Resources has
made intermittent/perennial stream determinations on the site or
contact DWQ to schedule intermittent/perennial stream determinations
on the site.
It is our understanding that part of your review process would include a site visit if you
determine one is necessary. As part of the original delineation, both the USAGE and
DWQ staff were out to the subject property to review the streams and wetlands on site as
well as making buffer determinations.
S. Under Condition Number 4 of GC 3402, the DWQ can require
Stormwater management plans for developments that have, or are
anticipated to have, 30% or greater of impervious surface area within
an NSW watershed. Furthermore, it is the DWQ's policy that areas of
concentrated development with a project must treat Stormwater runoff.
Please provide calculations showing the percent imperviousness of the
drainage areas to each of the proposed dry detention basins. The
impervious surface coverage given in the Diehl & Phillips, PA letter of
January 31, 2007 allows only an average of 1,225 square feet per lot
for houses and patios and only 450 square feet per lot for driveways or
walks. If these limits are necessary to keep impervious surface below
30 percent, then each lot will be required to have impervious surface
limits formalized in a deed restriction.
The total impervious surface for this phase of the development is 25.24% (i.e. well below
30%), as documented in the letter from Diehl & Phillips, PA which was provided in the
application submittal. Therefore, Condition Number 4 of GC #3402 does not apply.

Additionally, this is asingle-family, residential subdivision and with the exception of the
roadway infrastructure, there are no concentrated areas of impervious (e.g. recreation
areas, clubhouse areas, townhomes, etc.). As such, the above comment does not apply.
And finally, we are not aware of any 401 regulations that stipulate formalized deed
restrictions for impervious surface limits. Please advise us where these deed restrictions
are specified within the 15A NCAC 2H 0.500 rules.
6. If any of the drainage areas to the proposed dry detention basins
exceed 30% imperviousness, then the DWQ will require those
drainage areas be treated by Stormwater BMPs appropriate for NSW
watersheds in accordance with GC 3402. This means that the dry
detention basin will need to be replaced by either an extended
detention Stormwater wetland, a bioretention area, or a wet detention
pond followed by a level spreader and forested filter strip.
As stated in the previous response, the total impervious surface for this phase of the
development does not exceed the 30% threshold and therefore, Condition Number 4 of
GC #3402 does not apply.
7. Please show detailed plans and profiles for all proposed Stormwater
management devices.
A Stormwater Management Plan is not required for this development as the impervious
surface is well below the 30% threshold and therefore, no Stormwater management
devices are necessary for the 401 Water Quality Certification review and approval.
8. Please submit worksheets for all dry detention basins that are
proposed on the site. The worksheet forms can be found on the
DWQ's web site at: http://h20.enr.state.nc.us/ncwetlands/drvdetwk.pdf
A Stormwater Management Plan is not required for this development as the impervious
surface is well below the 30% threshold and therefore, no Sto~nwater management
devices are necessary for the 401 Water Quality Certification review and approval. The
dry detention basins on the site are for peak flow reduction only. They are designed to
control the pre /post peak for the two year and ten year storm per the City of Raleigh.
Nitrogen loading for the project does not require anything other than buydown.
9. The slopes in the vicinity of the scour holes proposed at the outlets of
dry detention basins S and 6 are too steep for this BMP. Please
replace these scour holes with properly designed level spreaders.
The level spreader worksheets and pictures supplied for the pre-formed scour holes
proposed at the outlets of dry detention basins 5 and 6 clearly depict that the area in

question is flat. However, level spreaders have been added in lieu of scour holes for 5 &
6 even though the slopes are flat. The level spreaders discharge to a small tributary
before they discharge into the buffer.
10. The slopes in the vicinity of the level spreaders proposed at the outlets
of dry detention basins 7, 8, and 9 are too steep for a single level
spreader. Please either place level spreaders in series to achieve
diffuse flow or a properly designed Stormwater management facility to
control nitrogen and attenuate flow before Stormwater is discharged.
Level spreaders in series have been added for Detention Basins 8 & 9. The discharge
from Detention Basin 7 will be routed to Detention Basin 8 via a surface channel above
the buffer. Detention Basin 8 will discharge the combined flow from 7& 8 onto the level
spreaders in series. Two level spreaders in series are provided for Detention Basin 9.
11. The existing buffer conditions for the level spreaders proposed at the
outlets of dry detention basins 7 and 9 appear to be wooded, requiring
65 of level spreader length per cfs of flow. No photo of existing
conditions has been included for level spreader 8. The DWQ cannot
complete its review of level spreader 8 without a photo showing the
existing condition of the buffer.
The photograph that was included for level spreader 9 covers the area that will also
include level spreader 8. The length of level spreader for all discharges has been adjusted
for 65 feet per cfs for the 1" storm discharge. Note that the detention basins attenuate
flow in all cases except Detention Basin 6 to reduce the length of level spreader required.
An additional photo is included in the revised submittal package. Note that there is an
existing established sewer easement just downstream of Detention Basins 8 & 9 that has
thick ground cover not forest.
Please call if you have any questions or require further explanation.
Sincerel
y, ,
~~, ~
~- ~ ~~-~ ~-~~~c~~~
Nicole J: Thomson
Regulatory Specialist
Attachments: 5 copies of Response letter
CC: Mr. Jamie Shern (USAGE)
Mr. Mike Horan, DWQ Raleigh Regional Office

DWQ Project No. O 3 " ~~ g ~ V
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person:
Level Spreader ID:
Level Spreader Length X1-3 ft.
Drainage Area 1, S'( ac.
Impervious Area ac.
Forebay Area ~'7D cu ft.
Maximum Filter Strip/Buffer Slope ~-'~~
grass

(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1 "/Hr Storm ~, (o (,a cfs (LO z.r"t o ?N.2~,~ !3 ~~ t,,~1
Max. Discharge to Level Spreader ~~ cfs
Filter Strip/ Zone 2 Buffer Vegetation rr,2~~~ (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used Q(~ Y +~~~ C~l~,~
~. A.4y l~~ ~.,. ~.r«~:,~
II. REQUIRED ITEMS CHECKLIST
Uc1~.v~.t~ ;~,-t. ~ ~ ~~J~~tw
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
fi~,~ Project Site was visited prior to designing level spreader.
~111.1~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
J~,I7-.t+.~ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest;with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
N ~~1 Pre-Formed Scour Holes are on flat slopes only.
d4/UC., No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

l w-~~

DWQ Project No. R~.Ji t~Q `~~~" - ~
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : f ,q r~._ryt ~nJ~T, 0 ~ t~C>O!~J Sr~.?~it yiSlOn1 I'~l~lA SG.S ~~ -lS~
Contact Person: ~;1_q,~J 1 ~=,1Ztb . ~~: Phone Number: ~~~) ~ 7 -y~Td..
Level Spreader I D: n C~ ! n r.J f,~y, t~,d,1 L~ _ ~j
Level Spreader Length .7 S~ ft.
Drainage Area ~~(~ ac.
Impervious Area ~ (~, L~ ac.
Forebay Area i4C(- ~' cu ft.
Maximum Filter Strip/Buffer Slope ~~4T
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8% for thick ground cover
Max. Discharge from 1"/Hr Storm (, IJ cfs
Max. Discharge to Level Spreader S, ~- cfs
Filter Strip/ Zone 2 Buffer Vegetation t~p rLa~ SY (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ipc~.~ ~ t-Z.FrtJ't'I,C~,~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
/1.11.. Project Site was visited prior to designing level spreader.
~ 1Lr~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
e4.h.d~, Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest,with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Nh4 Pre-Formed Scour Holes are on flat slopes only.
~~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

F~ ~6

R~~~st:~ ~~~~~
DWQ Project
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT I~
Project Name
Contact Person:
Level Spreader ID:
TION (please complete the following information):
,(~ ~_g~J IG5(7.l-e ~F Phone Number: Fjf~) ~tC? y`I'I}~
~~r;~r-1a~ 13.~~iry nl~ a ~r~~c:~.~q~s c:~:~-t~tc3r~r~;,~3 /~~~'c.~ h~6~ ~~~:~.,, ~J~.6.~.1"f~~~~
t
Level Spreader Length T(.~O,~I SLJ'~1~g~, ~b ft. ~.A~ (perpendicular to flow)
Drainage Area 5` Fey ac. (on-site and off-site drainage to the level spreader)
Impervious Area .f. ac. (on-site and off-site drainage to the level spreader)
Forebay Area ~. y IL>O cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope _~,__ % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"IHr Storm J. ~ cfs (:~c~..)'~"r,t ~ ~tP..v i~ C lZ ~ i ~-4,~~^~ p,~ ~;
Max. Discharge to Level Spreader (~. ~ cfs ,
Filter Strip/ Zone 2 Buffer Vegetation r ~,/L~ T;' (Sr~~.Z}tv~.- (thick ground cover or grass; canopied forest with leaf litter
j= .s~.TEM~•ti.r ~~;-~ groundcover)
Pre-treatment or Bypass Method Used ~/2~ ,~~rv~~~l~:~
~~ n: ~ -? ~ ~ ~ ~ Tj fey ~ c:Ti~:.rtz~,,.~ Jc~L-U~'~l.£ I~7 ( ~~i~"~%X~-t
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
~~ Project Site was visited prior to designing level spreader.
rAfi-aL Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
A lu t~ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
~`~~ Pre-Formed Scour Holes are on flat slopes only.
ILtt~ No structures are located in protected buffers (must meet no practical alternatives criteria)
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
rnative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

~~

,~,~ ~.i~s~ ~31~.,~a i
DWQ Project No
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~~~nf s~.,r~~r;ts:nJ (70~C1 ~ SJ~ ~l c.~~ ~1 d~ la~L~.~~S ~ S
Contact Person: 4 ,~J,~J t'~~r` 1Tt~-6 : lQ~' Phone Number: 1`il~'1) ~i-b) `~} I
Level Spreader ID: I~~F~1;i~i~'V (.~,~;,f ~~1 1Up~ j
Level Spreader Length ~ °UJ,^ ,r] ; i:./1,ItrS p~ ~,4 ft. ~'=~d (perpendicular to flow)
Drainage Area ~ ,~1~ ac. (on-site and off-site drainage to the level spreader)
Impervious Area E ~ ac. (on-site and off-site drainage to the level spreader)
Forebay Area ~,'1C, ~ cu ft. (0.2% of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slopes r~. % (6% for forested, leaf littler cover, 8% for thick ground cover
grass
Max. Discharge from 1"/Hr Storm t'~> ~ ~ cfs 1~ ~A Tyr`-v i~:'~ 4)
Max. Discharge to Level Spreader ,~' cfs
Filter Stripl Zone 2 Buffer Vegetation ~~ A F - 5~=~~ (thick ground cover or grass; canopied forest with leaf litter
F-~~ir~~%~t ~~.>d~'" groundcover)
i3 ~~~
Pre-treatment or Bypass Method Used ~.2~/ t~irT`i~ ~(c;+tiJ
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not heen met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
.•
n~L Project Site was visited prior to designing level spreader.
AJl.ll. Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
ABU ~- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
/ litter for 50-foot buffer; 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
~/~4 Pre-Formed Scour Holes are on flat slopes only.
,~,Mc~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

l ~J

D3- o~8q V2
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INLET
DATA
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SEDIMENT BASIN SCHEDULE 0 188 ~ \ '~ ~
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81p~~~~ AAFA ~) SPREAD Lfl Oi 'R BBiAa+ &15N SZE
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s"" R(SFR STRUCTURE ELEVATION
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DETENTION BASIN NO6 DETENTION BASIN NO_7 ~ I ' ~, /I' 1~~ r~ V ~ I 'I h"~ ~I` -- - _'~ __ -- I ~
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DETENTION BASIN NO. 6 ~a,oo
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TYPICAL DIKE FILL SECTION
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DETENTION BASIN N0. 9 , ~~ _ -_ PLANS SHEET 3
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DETENTION BASIN NO_5
scue r• = a'

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MiN. 10 GA.
LINE WIRES
* FOR REPAIR OF SILT
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WMEN SILT
FENCE IS PROTECTING
CATCH BASIN.
12-t/2 GA.
MEDIATE
GRADE
STEEL POST
-WOVEN WIRE FABRIC
~--WARNING SIGN ,
,~--~ SILT FENCE GEOTEXTILE FABRIC
R ~
° ~ ~ FlLL SLOPE
I ~
z
. ~, ,;
n ' ~~'° "' GRADE
6" MIN. COVER
~ OVER SKIRT ~
iv
EXTEND WIRE 6" MIN. INTO TRENCH
AND ANCHOR SKIRT A5
DIRECTED BY ENGINEER
sIDE vlEw
NOTE:
40"
TREE PROTECI'IQN AREA
~ g"
±~ DO NOT ENTER
:r
~vor~s: WARNING SIGN DETAIL
WARNING SIGNS TO 8E MADE OF DURABLE, WEATHERPRDOF MATERIAL.
LETTERS TO $E 3" NIGN MlNtMUM, CLEARLY LEGI$LE AND SPACED AS DETAILED.
SIGNS SHALL BE PLACED AT 5D' MAXIMUM lNTERYALS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50" ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200 tN PERIMETER, PROVIDE NO LESS TNAN ONE SIGN PER PROTEGTlOht AREA.
-USE SILT FENCE ONLY WHEN DRAINAGE AREA ATTACH SIGNS SECURELY TO FENCE POSTS AND FA$RlC.
DOES NOT EXCEED 1/4 ACRE. AND NEVER IN MAtNTAIN TREE PROTECTION FENCE THROUGHOUT DURATION pF PROJECT.
AREAS OF CONCENTRATED FLOW ADDITIONAL SIGNS MAY $E REQUIRED 8Y CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDtTlONS:
PLACE A SIGN AT EACH ENO OF LINEAR TREE PROTECTION ANO 50' ON CENTER THEREAFTER.
-END QF SILT FENCE NEEDS TO BE TURNED UPHILL.
STAf~1DARD TEIi~P~RAR Y SIFT TREE PR~T~CTI0~1 F~Ef~~E
1A
FRONT VIEW

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
.STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
ORANGE, UV RESISTANT,
~ HIGH -TENSILE STRENGTH,
o ~ POLY BARRICADE FABRIC (TYPICAL)
i
~ ~
r---GRADE
`.'-: '~ NOTES:
WARNING SIGNS TO $E MADE OF DURA$LE, 4YEATHERPROOF MATERIAL.
I LETTERS TO $E 3" HIGH MINIMUM, CLEARLY tEGI$LE AND SPACED A5 DETAILED.
"' SIGNS SHALL $E PLACED AT 5Q' MAXIMUM INTERVALS.
12-1 /2 GA.
MEDIATE
GRADE
M
:t
:r
40"
TREE PROTECTION AREA
DO NOT ENTER
~tlk
WARNING SIGN DETAIL
PLACE' A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200 IN PERlMErER, PROYfDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TD FENCE POSTS AND FABRIC.
MAINTAIN TREE PROTECTJON FENCE THROUGHOUT DURATION OF PROJECT.
SIDE VIEW ADDITIONAL SlCNS MAY $E REQUIRED $Y CITY OF RALEIGH iNSPECT10N5 DEPARTMENT $ASED ON ACTUAL FIELD CONaITlONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50~ ON CENTER THEREAFTER.
N~'~E: FOR T:E ~~QTECTItJN UNG~'
CTACAC TRCC CCCCTIC ~CTAI~ 1B
HIGH -TENSILE STRENGTH,
POLY EtARRlCADE FABRIC .(TYPICAL)
1
FRONT VIEW