20110148 Ver 1_More Info Received_20110411

it-o~~$
Wanda H. Austin, PE
Engineering Services
44 Homespun Road
Sylva, NC 28779
Apri12, 2011
NC Department of Environment and Natural Resources
401 Permitting Unit
Attn: Ian McMillan
1650 Mail Service Center
Raleigh, NC 27699-1650
RE: 441 Water Quality Certification
Cherokee Mountain Club
DWQ Project #11-0148
Jackson County
Dear Mr. McMillan:
828 342-5079
828 508-2639
~- D-'-~
APR ] 1 211 j

Thank you for the review by the Asheville Regional Office of the above mentioned
project. I have received the comments in the letter dated Mazch 16, 2011 from Roger C.
Edwazds. The tract of land is listed as 33.5 acres. This tract was purchased with the
intent of development. The development plans have changed over the past two yeazs due
to the economic recession. A developer was negotiating with Mr. Fortner on the
construction of cabins on the property; however, those negotiations have ceased and the
developer has pulled out. An erosion control plan for this original development was
submitted to the Jackson County Erosion Control office on May 22, 2007. I have
enclosed a copy of this erosion control plan with the impact of this permit noted on the
plan for information purposes only. Mr. Fortner is currently seeking a new developer.
Therefore, the next phase of the tract and subsequently the number of lots or the type of
development is still undetermined. The construction of a good entrance onto the property
will not only make the tract accessible but also potentially attract a new developer to the
property. The tract has an existing grass road system that was constructed at an earlier
date. This road system is not correctly depicted on the erosion control plan. There aze
fewer roads existing than shown on the plan. There are no current plans to revise the
location of the existing roadbeds. This would be a part of the next phase to be
determined by a potential developer. Any changes in the lot layout and building
footprints will be permitted and sent to the appropriate agency at that future time.
Upon a site visit on March 30, 2011, an additional unnamed tributary to Soco Creek was
noted. The approximate location of this stream along with the approximate length and
location of four existing culverts has also been noted on the erosion control plan. These
culverts appeaz to be of sufficient length that additional future permits are not anticipated.

Cherokee Mountain Club
There are no additional impacts anticipated beyond the current permit request in the
development of the property.
The access to the property at this location is necessary because the adjacent land owner
removed the original access to the property with the placement of a mobile home. Access
to the property would require a permanent easement on private property and would
encroach on the required setback of the mobile home from the roadway. The property is
further landlocked on the north by Soco Creek. The minimum construction standards for
a residential collector for Jackson County require an 18' roadway with 4' shoulders. The
minimum fill slope is 1 '/Z:1 and the minimum radius of curvature is 120' for horizontal
curves. The new access will connect to the existing roadbed on the west bank of the
creek. The construction of a horizontal curve is the best fit for the existing alignment
with the creek. Utilizing the minimum construction standards, the plan has been revised
to reduce the impacts to 581inear feet. The width of the roadbed and shoulders is 26'
along the centerline of the creek due to the curvature of the road.
As stated previously, the next phase is undetermined until a new developer has been
identified; therefore, proposed building footprints, driveways, etc cannot be properly
placed on the plan or accounted for in a storm water management plan. This application
is solely for the construction of the property access. The access will be covered with a
minimum of 6" of aggregate base course for erosion control purposes.
Enclosed are the required four copies of the revised culvert permit and updated pcn
application. Please do not hesitate to contact myself or Mr. Fortner should you have any
questions.
Sincerely,
Wanda H. Austin, PE
Enclosure: Revised Plan Sheet, Revised PCN
Page 2
Cc: Ms. Susan A. Wilson, NCDENR
Mr. Tyler Crumbley, US Army Corps of Engineers
Mr. Mark Fortner

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Office USe Only:
Corps action ID no. ~~
DWQ project no. 7
Form Version 1.4 January 2009 '
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Q Section 404 Permit ^ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Q Yes ^ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification -Regular ^ Non-404 Jurisdictional General Permit
^ 401 Water Quality Certification -Express ^ Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ
401 Certification:
^ Yes ®No For the record only for Corps Permit:

^ Yes Q No
1f. Is payment into a mitigation bank or in-lieu jee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
^ Yes X^ No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ^ Yes X^ No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ^ Yes ^X No
2. Project Information
2a. Name of project: Mark Fortner
2b. County: Jackson
2c. Nearest municipality /town: Cherokee
2d. Subdivision name: Na
2e. NCDOT only, T.I.P. or state project no: n/a
3. Owner Information
3a. Name(s) on Recorded Deed: Mark 8 Sandra Fortner ~ $ ~ t3ranch
3b. Deed Book and Page No. 1146/828
3c. Responsible Party (for LLC if
applicable): Mark Fortner
3d. SVeet address: 120 Sturken Drive
3e. City, state, zip: Bryson City, NC 28713
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: n/a
Page 1 of 10
PCN Form -Version 1.4 January 2009

4. Applicant Infon~nation (if different from owner)
4a. Applicant is: ®Agent ^ Other, specify:
4b. Name: Wanda H. Austin
4c. Business name
(if applicable): Na
4d. Street address: 44 Homespun Road
4e. City, state, zip: Sylva, NC 28779
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. AgenttConsultant Information (if applicable)
5a. Name: Wanda H. Austin, PE
5b. Business name
(if a livable): n/a
5c. Street address: 44 Homespun Road
5d. City, state, zip: Sylva, NC 28779
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 7615-31-6425
1 b. Site coordinates (in decimal degrees): Latitude: 35.46018 Longitude: 83.31611
1 c. Property size: 33.5 acres
2. Surface Waters
2a. Name of nearest body of water to proposed projed: UT to Soco Creek
2b. Water Quality Classification of nearest receiving water: C, Tr
2c. River basin: Little Tennessee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the projed at the time of this
application:
The parcel is currently wooded. The parcel has dirt roads accessing the entire parcel; however, the entrance to Tee Pee Drive has been cut off. The
adjoining property is residential; however, the parcel across the road is rental cabins and the surrounding land is commercial.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: ~8G- i '1'7 W ~
3d. Explain the purpose of the proposed projed: ~-i - l I Lvr`~
Construct access road to property regaining the lost access to the property.
3e. Describe the overall projed in detail, including the type of equipment to be used:
Fill approximately 4~9'~by 48' area and construct 18' gravel road bed. The construction will use excavators, compactors, and trucks.
~'' ~}- I - I l yv
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
ro'ect indudin all rior hases in the ast? ^ Yes No ~ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
^ Preliminary Q Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Tyler Crumbley Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Mr. Crumbley met with Mr. Fortner and myself on Jan 6, 2011.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ^ Yes Q No ^ Unknown
5b. If yes, explain in detail according to "help file' instructions.
6. Future Project Plans
8a. Is this a phased projed? ®Yes ^ No
6b. If yes, explain.
Access to the property is the current concern. Mr. Fortner plans to build rental cabins as the economy allows.
N o cja~i-~ hct.s b e.e r~ S ~ ~ ~ c r t~ e co n s1r ~cH o r1 a~' ~}h
Page 3 of 10
PCN Form -Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ^ Buffers ^ Open Waters ^ Pond Construction
T. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tem ra 2b.
Type of impact 2c.
Type of wetland 2d.
Forested 2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other) 2f.
Area of
impact
(acres
)
W1 - Choose one Choose one Yes/No
W2 - Choose one Choose one Yes/NO -
W3 - Choose one Choose one Yes/No
W4 - Choose one Choose one Yes/No
W5 - Choose one Choose one Yes/No
W'6 - Choose one Choose one Yes/No
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T) 3b.
Type of impact 3c.
Stream name 3d.
Perennial (PER) or
intermittent (INT)? 3e.
Type of
jurisdiction 3f.
Average
stream
width
(feet) 3g.
Impact
length
(linear
feet)
S1 P Culvert UT to Soto Creek PER Corps 5 . sae-
S2 - Choose one - - ` _ ~ • / ~ ~,~;
S3 - Choose one _
S4 - Choose one -
S5 - Choose one -
S6 - Choose one -
3h. Total stream and tributary impacts a2e-
3i. Comments: ~~ ~
~{ /- //
Gi'~r'
Page 4 of 10
PCN Form -Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody
type 4e.

Area of impact (acres)
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro osed then com lete the chart below.
5a.
Pond ID number 5b.
Proposed use or
purpose of pond 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ^ Yes ^ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti anon then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? ^ Neuse ^Tar-Pamlico ^ Catawba ^ Randleman ^ Other:
6b.
Buffer Impact
number -
Permanent (P) or
Tem ora 6c.
Reason for impact 6d.
Stream name 6e.
Buffer
mitigation
required? 6f.
Zone 1
impact
(square
feet 6g.
Zone 2
impact
(square
feet
61 YeslNo
B2 - Yes/No
B3 - Yes/No
B4 - Yes/No
B5 - Yes/No
86 - Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The parcel is completely land locked by either private property or the UT to Soto Creek. An easement across the private property is not feasible
because of the location of the house on the parcel.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A minimum road typical will be used and 2~+ fiU slopes wilt be used to minimize the length of the culvert.
1'I2: ~
~•I~ll w4}
Z. Com Haste Mitt alien for Im acts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ~ No
2b. If yes, mitigation is required by (check all that apply): ^ DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank
^ Payment to in-lieu fee program

^ Permittee Responsible Mitigation
3. Com lets if Usin a Miti alien Bank
3a. Name of Mitigation Bank:

3b. Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
Type: Choose one Quantity:
Quantity:
Quantity:
3c. Comments:
4. Com late if Makin a Pa ment to In-lieu Fee Pro ram
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form -Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ~ Yes Q No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project inGude or is it adjacent to protected riparian buffers identified
i ^ Yes ®No
w
thin one of the NC Ri arian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan inGuded? If no, explain why.
^ Yes ^ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? O,~o

2b. Does this ro'ect re uire a Stormwater Mana ement Plan? ^ Yes ©No

2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The drainage has akeady been established for the existing roadbed. When the parcel is developed into rental cabins individual storm water
management plans for each site wul be established. ~ ~ ctxt` re i'l 1- pi Ctil J S p r1 I Y }i t'S ~(~. ~.1 i S 1') Ca.V)
~
`
c
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local ovemment's 'ulisdidion is this ro'ect? - ' ~ ~- -, ~, .

^ Phase II
3b. Which of the following locally-implemented stormwater management programs ^ NSW
apply (check all that apply): ~ USMP
Water Supply Watershed
® Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ^ Yes ~ No
attached?
4. DWQ Stormwater Pro ram Review
^Coastal counties
^HQW
4a. Which of the following state-implemented stormwater management programs apply ORW
(check all that apply): ~
Session Law 2006-246
^Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ^ Yes ^ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ^ Yes ^ No
5b. Have all of the 401 Unit submittal requirements been met? ^ Yes ^ No
Page 8 of 10
PCN Form -Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ^ Yes Q No
use of public (federaUstate) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^ Yes ^ No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ^ Yes ^ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ SurFace Water or Wetland Standards, ^ Yes ^X No
or Riparian Buffer Rules (15A NCAC 28.0200)?
2b. Is this an after-the-fact permit application? ^ Yes ®No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
i ^ Yes ©No
addit
onal development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no,° provide a short narrative description.
No other streams have been identified on the property. Storm water will be properly routed through buffer areas before entering the stream.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed projtect, or available capacity of the subject facility.
There wilt be no wastewa er generated from the project.
'i'hi5 ~?•ro~er_ir is 5•h-ic.4-1y }~ rc e.~:k~b1,`~h c=~c~ rS5 }c, the ,(~-'c~~c't-~~ .
Page 9 of 10
PCN Form -Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ~ Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ^ Yes ©No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? ~ C ~IGt:~'kt~c'cta N t/r i }ctc~e Prod rarlrl W ~'b5 i }~ ~ t,i S ~ ~,~} J vUe.h:~ i k~
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes Q No
fib. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
~ou:~h Q~ Ictn:H; L ~~~~c.r~ ~~it~,Ci~u'~~ 1- e~ILInC:.I I ~x~ b~ i ~-c:.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ^ Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Cultural Resources vrebsite
8. Flood Zorw Designation (Corps Requirement)
8a. Will this project oxur in a FEMA-designated 100-year floodplain? ^ Yes ®No
Sb. If yes, explain how project meets FEMA requirements:
Sc. What source(s) did you use to make the floodplain determination?
Firm from the Food Insurance rate map for North Carolina
~Lr~b. ~ ~ ~ ust n 2-C~ ._ ~ ~
V'i ('.~ ~ Q @~ Yt
ApplicanUAgent's Printed Name ApplicanUAgent's Signature Date
(Agent's signature is valid only if an auttwrization
letter from the a licant is rovided.
Page 10 of 10

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permitted. Use sus#able excavafied material as backfill.
_,_..._-."_.,.__. 1111..1111.,.-_....,.__ ..., ._-1111_.. .1111 ......... ...._._...-..". .._ .. 1.11...1...
20# (23kg) Kentucky Bluegrass 20#(23kg) ! Kentucky Bluegrass
1111:. '1111 1111.: 1111
,- 1111. 1111.,....,:,_. :.-....... 111. 11111,... ,::,..:: :. 1111. ..
.
,:.::::. _ 1111. 1111... 1111,... ....:.:.. 1111... 1111.1111. 1111.. <.. _�.._ 1111 ._,__..., 1111... 1111 1111:, 1111 1111:- 1111:.. 1111, 1111, 1111_, 1111 1111.. 1111.,: 1111
-Storage height and ponding height shall never exceed 18 inches.
1111 :,-_ ,.__...._-1111..__ .11 _._-_11.._
` �* Place #t57 stone in the bed at a minimum de h of 6'
-1 1111, - .,-.__ 1 .-11..11_._ , �1�... .. . ........... .1111...,.... _ _p t_,.-"....,..,..1111,.,11 .."
;1111....,..:.
75# 85k Hard Fescue 75# 85k Hard Fescue
.11.11_... (1111.1). 1111:.....,... 11..1-1. _ _ 11-1 . "".., 1111....: (. , , . '.11 _. 1111 . ,
11111111. 1111 11.11....-.., . ",", 311 _1-..1 - 11 '.l- 11 11_-1111_,_ ,11 _ .11:,.,
_.1111_..:..
* Unload and handle pipe with reasonable care Do not roll or
25# (28kg} Rye Grain 10# (28kg) Frye Grain
_ 1..,_,..__ . _..v. _...__._. 1111.._. ,...:..... . _ ;1111._- ____,_.- _ _ 1111_.
11L .1, __1111.1111
*The fence line shall follow the contour as closes as sible.
Y f?os
. --1111.-- 11.11-- ._1111_ _ 11., 1111. _- 1111 _ . " 1111
;drag metal pipe over gravel or rock during handling. Take
v_.---- :-,-_ � 1111. 1111.. 1111. _ 1111._. 1111.
500# (560kg) Fertilizer y 5t)l)# (560kg} Fertilizer
1111.
..
.. _ 11 11 - - - _....,., 1111..._
: -
„ , _ - -1111._._ -
- necessary precaustions to ensure the method used in lifting or
-. 1111-...,..:, 1111:. -1111....... 1111. 1111..:.. 1111 "
;:_. .�....... 1... -. .�.,... 1111,..: :.�_., 1111 . 1.. ., 1111:,,
4000#(4500kg) ;Limestone 4000#{45001tgj Limestone
_ .
, 1111 , .1111_.. 1111 1111. 11-, . 1111. ..1111 1111, 1111.. 1111. .1. ....,.. .,1,. .1111..
_ 1111. 1111 1111
: �. 1111 1111.., ...:..:.'_ 1111 .:..:_.,_ . 1111. 1111:...
1111:,.: „ , 11 1 1,, .1...._,,.,: 1111 ., ,..._:> 1.11 2, ,-', - .".,::..: 1111... . 11,
* If ssible the fi{ter fabric shalt be cut from a continuous roll to
1111__, . 1111 1111.
.11,11 f?o.1.,.: :_..., ...... .1111_.-._,1111,-,..1111_.„11... ... 1111. 1111.
. - 11111111. ._.,._. _.,_.:.__., 1111
placing the pipe does notlinduce stress fatigue in the pipe.
, ,_ , ._, .1111.
- 1111._._. 1111.. _ 1111._ .
11..... _,."........
;avoid the use of joints. When joints are necessary, filfier cloth shall
_..._.._,..._ 1.1..:1, .,, .._1 ,4,:.. 1111,"_..: _ ._.......
1111. 1111.,.,. . .
:frigid Pipe
__ 1111...
Fertilizer shall be 10 20 20 analysis
be s lived oil at a su rt t, with a minimum 4 feet overlap
p Y ppo p�
-.
1111... _ . _ - .- 1111 _ . 1111 1111_
. � _, 1111 , ,
._., ,:_-..1111. %,.-1 ,...:..., . - . _
„1111 1111._ 1111., , 1111, 1111... - 1111. 1111..., 1111 1111.
;and both ends securel fastened #o the metal st. a
Y
.. * Lay pipe on prepared foundation, bell or groove end upgrade with
" _1111,_._. _ 1111__ 1111__ ,1111'_ ..._ .1111 . ,......_- 1111. _ 1111-_ . . _ 1111_ 1..111. 1111 11.1.1_
The kinds of seed and ferkrlrzer, and the rates of appiicatton of seed, fertrirzer, and
_ . .:.11.- 1111 1111
r 1111
,. 11,11.
'the spigot or tongue fully inserted to make a watertight joint
_ . - , - 1111.. , 1111,
imestone, s a e as state a ove ra es are in poun s per acre
. 1111.._.. ,....,.:........_. ., .,... .. .... ........,. .
_ 1111 . 1111 _ :_ , _ : 1111_ :. 1111 - „11,11_. , .1111 1111:_
*Tum the ends of the fiance uphill. - '
_ 1111..__,. _ .._ -.1.11111..._ .
*Check each joint for alignment and grade as the work proceeds
1111
1111 1111. 1111... 1111_ _
"
w,..._: 1111.. , . 1111 _...,,._ . 11.1.1.. 1111.. 1111... 11,.11._
*Use flexible plastic joint material.
PLANTING METHODS
11111111.
*- :, , 1111.:._
A trench shelf be excavated approximately 4 inches wide
.1111' _ .. 1111. __._....,-.._.1111,.,11 11,.__.11,1111 ... _ ..1, _, -_,-". _. -_ .1111. _1111 -,- _ 1111 ,-...1...1111...
1111..., .1111, .1111 , 1111
* _ .
Uniform seed distribution 'is required by using a cyclone seeder, drop seeder,
__.,_... 1111. ..- ,
.. .
.1111-, , 11.11. ,:- - . <. r._.-,.:.1111»11 11. 1111 1111....: , . .,.,._.., 1111__,._ . 1111 ..:_ 1111 1111 �
and 8 inches deep along the line of posts and upslope from the
1111 1111_ 11 1 111'_,1111 ....11..
Flexible Pipe 1111 1111
:. 1111
con�ntional rare drill cultr acker seeder or h draulic seeder
_11111111........_ . g 11... . ° 11.11. P.. 11..1111. 1. _ Y _ _ 1111'.:.
_
11 .11._11.._ .:.._r.-,1111._11 ...1111 1111:_,,1-- ,._._..,_..,1 111,_1',_.
1111.. 1111 1111 1111
barrier.
_
: ':.*
ed ou anon startin at
P{ace flexible pipe carefully on the prepar f nd g
„ -_
I 1111 _ 1111.._
_ 1111.,._ . _ 1111...- 1111.._ .
,
1111 , i -
;11 ...__.._.._ 1111_. 1111._.._ .. . - 1111._ .1111 -"-" _............ .11 11 -1- 1111. ..
;the downstream end with the inside circumferential la intro
f f� g s
*1111:,..,
Disturbed area s shalt be temporarily seeded if construction activities are hal#ed more
,
s ash ad or other outlet rotec#ion device for
Pro�de a n ra 1
p p p
p,:...:_
t ata at he side or uarter
d ownstream and with the Ion stud n I t
g q
�. 1111._.. 1111.1111. ,.1 . _ _
1111. 1111 1111. 1111. 1111. 1111 1111 -
1111
than twent one 21 calendar da s Areas that are on final rade shall be ermantl
Y O Y p Y
-. - , 1,..:, 1111 g
1111 , . 1111.. 1111_: .
w 1111.,..,_ _.....,.,...., 1111:. 1111 1111
an int where flow ma o�rto the sediment fiance such as
Y Po Y p ,
1111. _ 1111.._ 1111...._ 1111.:. 1111.. ;
points. :_
. _ 1:...,_. _ I—1111 1-1-, , 1111._.,.
seeded within twenty one (21) calendar days of completion.
._ , - .. ,11 ,< _ . ...1111.:. -. _ 11.-.11 _ , . -,1111: _ _ :11 . ........ .. ... _ 11.11-- 1111-. " _ ., _.....u__
natural de ressions or swales. Ensure that the maximum hei ht of
g
-._., _.,.,_,_.,_ -_, -". , -....:,.,_.,,..,_.11111111,,_....-_..1111..: 11 ,_,._._..__.:.:.-_. _-,1111..,
1111. 1111.,__ 1111, : .
..1111 ...-., r.._: ,._.:...._ ,....,.,, .,11:_ 1111 .. ,,_...__:-,1111_,-.. - ..._: , 1111
_._.,,__..__.R_....1111:.,_..-...11 .11., 1111_ .1111 .-.,-_..,__..,. ,-"1111 .• _"-..-_1111.__- _ 11,....11'_
the fence ata rotected, reinforced outlet does not exceed 2 feet ;
P
.
*Handle bituminous coated pipe"and paved invert pipe with special
-. ..I ' 1111.° 11 11,11.11._.
_t s t s acrn does not exceed 4 feet. _ 1111... _
1111., 1111. . , 1111'.., 1111.. 1111,-.. _ -. _ :, 1111. ,
and the u ort
p t p 9
care #o avoid damage to coatings. Ins#all paved invert pipe with
<.,,_ 1111,_ .-_,_.__._. ,.11-111,1. -..-11 ..11... ..._,..._...:.. _ 1111 ... , 1111 1111 _ 1111 _
SOIL PREPARARiION FOR SEEDING;
_ _ 1111 . _
_ 1111. 1111.. _ 1111...
_
1111., 1111,_ _I?... 1111 _ .11.11.._ -„_ .1111__ 1111_ 1111.., . ,_ ., 1111111_ _ _ _ _ 1111 ...
`the paved invert centered on the bottom. 1111
-
* fi er fabric is used a wire mesh su rt
When standard -siren h ft ppo
.1111. - ,1111 _.- _,. 1111 1111.
Starr ste rade or roove cut slo es with a radient stee er than 3 1
pg 9 p g p
_ _ -
1111:... _ ,
11..11 .11....11... 1111, ....1. " .-1111, � ., 1.1.1 .1, , 11 1- .. . - ..,..:. 1111 1111:.,.. 1111 1111.
fence shall be fastened securel to the u to side of the posts
Y ps_
1111' 1111.
;*Join pipe sections with coupling band, fully bolted and property ,
...:.1111. . , , _ 1111.. . -. ,11 .. , .
_1111.. ., ,:; 11,11..: ,:1111...-, ,. „ . ,_
1111 - _ ...__:.............._ 1111..... 1111_ , ,1111 - 1111.
usin wire or zi ties mfn. tensile strep th of 501bs.. The wire
g p { 9 )
111 „_1._. _
sealed with joints made watertight Provide coupling bands for
..,,.,,:_ ,1111 1111:--, , , < .11, 111 1..11,11._ .
Use stair -step grading on any erodible material soft enough to be ripped with
.1.111.._...-,... , -- -"-11, 11-- ,111.11111,-.111.1: _ , ,1111 _ ..,, , ,-..."' ,11,, , "......11 ., 1111. _,11 11 11 11...1,111. 1111,.,. - .1111._ 1111,. ;
;1111:..11 _... , . .,:,...:._., 1111,. _ 1111_,-.
shall extend into the trench a minimum of 2 inches and
, , 1111 "I -_ _::.,..:._:,:.
" < '" ` t
a me al a with circumferential
a ranular and helical corru at d t
' a bulldozer. Slo es consistin of soft rock with some subsoil are articular) '
p Y
9 p
1111
1111 ,..-._.., 11..11, . _. _1111 ,11..11..:. ,.:.,_.,,. ....- .1111 ". , 1111,, . , ._ 11....1, 11
1111 1111 ................ . 1111.... 1111_ . _11..11_. , _ . _ .. °_ 1111.. 11.11....
# 36 inches abo the on Ina( round surface
shall no# extend more hen 9 9
1111.1111, 1111 ,: ,
su dent to reserve the aft nment
a nd to itudinal strep h ffi
ng p 9
suited to stair step grading 1111
_ 1111 _ .<. 1111_.,_ _ 1111.:.. 1111. , _ .,.1: 1111:_
;prevent separation of the sections, prevent backfiN Infiltra#ion
I
11.11. ,11 11: , ,11.11.. ..,,.,......-11- 1111.
- 11_ , _ _ _11 _ . _ __ 1111 1111_. ,: 1111_,._ . _ 1111._ - _ 11 . , _ 1111., . _ 1111..
* The standard -siren h filter fabric shall be zi tied or wired to
gt p
rand _ ..._v..._
-Match -mark elf pipe 60 inches or larger in diameter at the plant
_--._...,_ :. _..,_._._.1111,<_..._ _.._ 11 11. _...._, 1111. _ . 1111
..
Make the vertical cut distance less than the horizontal distance, and
„1111..., ........__,. 1111- 1111 _. 11 11,,.: :
_.:...... 1111..... 1111._ 1111 1111__. 1111..__. 1111 ...._,...._ , 1111 1111 1111:..__ 1111 _ _
;the fence, and 6 inches of the fabric shall extend into the 11 ,". _ _ 1111 .-_1
for ro r installation on the ro'ect.
1111 :p..... 1111.._. _ 1111, .-1111...., . P. ,_1_,1111. 1111
,
tightly slope the horizontal position oft p toward the vertical
s he "s#e " in
1111 1111
1111_, .......... _ _....... .......:. _ ,1111.. _ 1111._ ._._:.... _
thrench. The fabric shall no# extend more than 36 inches
11.11
_ _..
1111.. 1111.. - _ _ 1111. 1111' - 1111 1111._ _ _
1111.
_, : _ _._, .1111 _" 1 111 .... , _.1111 .............11 11..:. _ .11 __ 1111 . ................1 11 _.:.-........11
above the original ground surface. Filter fabric shall not be stapled
1111_ _...:._.
1
;Backfilling _;._.:,._ 1111_. 1111_ 1111_._ .m_..1. ...11_ ._ ,_.1111....
...,:_-..._r
*.
Do not make individua vertica cuts more than 2 feet in soft materials or
{ 1 ;
1111._., 1111. . .....
-.:11. 1111 ..___ 11 11 :, .: . .........:.. .1111..:. --11., 11"......_._,,.. .11.11, . _ , 1111'......:. ,. -1111 _..:
to exsistin trees. .
g
-_...1111..-
11-,, __...____ _ ,.11,._11.. _ 1.111. , ..._._ .-1.1.1_.1 _11.1 11,11 -1111_:.. _ < _. 11 ..
-
more than 3 feet in rocky materials „ 1111 , 1111 _ . 1111 1111: _ 1111: ,
,..., _ 1111 1111,_ 11.11.. . 1111 ,:. 1111_ _ . _ 11.11___. -, . .,..,... 11 11._.._
i
*Place fill around the pipe in layers not to exceed 6 inches loose.
1111.
„1111.. .....,, 1111...., „1111_.:. ,
* 1111._ __ 1111 _.... .._._:....1111 . -
When extra -strength filter fabric and closer post spacing are used,
. :Com ct to 95% densi 1111...:
_Ra_. tY 1111_ . _� ..11.11
*Groove using any appropriate implement that can be safely operated on
. __...,.:.... 1111:: - ._ _...::. . y :. ... _. « , ........- 11.11_ .: - 11.11.. - 11.11.. :.11..11 .1111.... - _ —1 ,
1111.1111... _ .11_...11,., -" .
the wire mesh su ort fence ma be eliminated. In such a case
pp Y,
*Take care during backfill and compac#ion operation to maintain
1111". 1111 1111__. „ .: 1111.
the slope, such as disks, tillers,+spnng harrows or the teeth on a front end
.. ,1111..." . , 1111._ ._:..:Y 11 _ , , . .
;.::..1111 11.11 11.11 , ,1,. .,.:: _: __ _1._ 11 11.- 11 _.. 1111, _ 1111: _ _ 1111 1 - ..: _,: -
the filter fabric is zi tied or wired direct( to the sts.
P..:.... p°
alignment and prevent damage to the joints Keep backfill free of
1111. 1111... 1111
loader bucket. Do not make such grooves less than 3 inches deep nor
_ ,.1111. _. _11,11._ _.11__1 , ., 11 ..._�_,. , 1111_. _..
_ 1111..
;stones, frozen lumps, chunks of highly plastic clay, or other
; more than 15 inches apart
_..._...,....... :_ ..._..._.....-1111.... 1111.._._ .1_.- ..,__..__.._-
* The trench shall be backfilled and the soil com cted over the toe
pa
:w._:_. , _ _ _ .1:.11. 1,,_. 11 .....11. _ 11...
',objectionable material 1111_11.11,__ 1111',:.. ,.1111.. .,,__1111
_ . _: _- ,1111,., ,
1111_... 1111.....,1111 _1111,., .,1.,. _. .,,.- 11111111.,1111 -1.1111_ ,.
, 11.;..
..:-"..1-1-...,_,..____.....:................____1..._1-_.,_,-,,....,,,.._'-__,,.,-,.:..,,..:. 1_...:._,.., ,,11,_11_
of the fitter fabric. Thorou h com action of the backfill is entreat to
g p
; ,
_1111_._ . _: 11 1111.._,.. .11111111
F'll slope eoughenrng for areas not to be mowed
1111_ _ . 1111..
. _1....., . _ 1111..:
sift fence erformance. = g
: p
Grade and maintain all pipe backfill areas in such a condition that
... . ......... . . 1111... ,._.....:. , 1111-11 11_.,_ 11
*Place fill slopes with a gradient steeper than 3 1 in lifts not to exceed 9 inches,
11_ .1__._ . -,., .. :1111... 1111_.,.. 1111. __1 11.11., , , 1 ,. - 1111,,._., _ ,: _1111:,._: ..1111 , ° -11.11._, .
1111 1111.- , 1111 ; , 1111.... 1111.. _ 1111. 1111. 1111 .- . 1111 _
_....,.....:.., .1111
;erosion or saturation will not damage the pipe foundation or
and make sure each lift is properly compacted Ensure that the face of the
._ ..-
1111.._ , 1111 _ 1111.,. 1111 1111..,_ 1111 _ _1111._
.,1111,, 1111_,__. - - .. - _. 1111 ;,,_...- . 1111 1111. 1111._ ..,.,."_.:, 11 11 ...
* Siit fiances !aced at the toe of a slo a shaft be set at least 6
pP
_ _ _ 1111 -
backfill.
1111.1111..1111_ 1111.....1111..... . 1111_..._ 11 _1111.:1111._ 1111_. ..11.11.,. 11;11_ .: -_.._.1:.
slope consists of loose, uncompacted fill 4 to 6 inches deep. Use grooving ;
;1111.::. 1111. ::
1111:._:-, 1111.. .: 1111 _ _ ......._ 1111 1111.. _....._. 111;1... 1111,..._ , _ 1111..... 1111 . _ 1111.1111. -
feet from the toe m order to increase ndin volume. `
!� 9
_:
=
as described above to lou hen the face of the sfo es. _ 1111 _ -_ , _ .
:.,,_.,_:. _ g _ 1111... . p_ ._.i 1111 1111_. 1111 , ; ,
1111. il. _ 1111.:,.,. 11 ....:.....,,. 1111.:. 1111 1111.:_. 1111... _
*Do not operate heavey equipment over any pipe until it has been
::.....,,....
1111..... 1111...
; 1111., .._,:._. _ _ : _ ,
_. - .....:..1 11 1,1111:_, _ 1111 ._ _ 1111 ._ 1111:... - 1111__ 1111 1111.. -11-1. _.
* Silt fences shall be removed when they have served their useful ,
....,_,_".... 1111..... _..,__.,......_. -"--
1111._.._ 1111:._ 1111,, 1111..., _ 1111_ , 1111' 1111 _......... 1111 1111 1111.., : 1111 ,....._, , 1111 1111,..
properly backfilled wrath a minimum 3 feet of cover
' . 1111 ......... _ ....:..,, . , 1111.....
Do not blade or scra a the final slo a face
p - P _ _ _
_.....:..._ .:
'purpose but not before the upslope area has been permanently
,..,.-:__,_: " .............:_..:,,..-1111... 11.11-..,.:�,,, �...< :v.,, "'.11""1111 1111., .._1. _._ I
1111, . - 1111.. , . ,1111.11 .11..-... .11_._ . .1 111.: 11 11-.1.
stabilized and any sediment stored behind the silt fence has
Cuts, fills and graded areas that will be mowed
,- . ., _..____....-. - _,_1. _",_._,, .._.1111.,"-1111. _"........ .... ..... ...1111 ; 1111. -. ,.1. 1111._.--1111 _. ,.1111-_.11.11. _11111111 , --1111. l , "
_ _ _ 1111 1111, 1111...
been removed.
_ .:
*Make mowed slopes »o steeper the» 3 1
_ .1111..-. _ T .1111-. 1111 .-., _ _. _ _. _ 11,11. _ ..._ 11.11. .
1111. 1111 1111__ ___..____ 1111. 1111. _ _ 1111._ _.__.___...,..
INSPECTION AND MAINTENANCE:
_-;
1111:.... , :_.,,_,,..,..__,-, _-.:.. 1111.. w..<..,.. 1111 ,.:11: _..:..... _..-w^; , 11 .-1- 1 ,.1 . 11 . .
Roughen these areas to shallow grooves by normal tilling, disking, harrowing
.....1 11111. _ 1111. 1111. _..-
_, _ 1111... _ 1111.. _ 1111. _ :_ 1111__. 1111, 1111 1111 „_ 1111 , 1111:.. _ . 1111 1111.
;or use of cu{tipacker-seeder. Make the final pass of any such tillage
1111.._- _.:.._.._ 1111.,, .._...._ 1111
. Silt fences and fitter barriers shall be inspected weekly and atter : ,_. 1111_
-
r 11", ". _"
implement on the contour . . 111.1 . _
�.,_.. ,. _ ,11.- 1111.1111_:_.. -.- ,. .,1111_ _ 11.11.___ .. _ , _- .. _ .: ,, .._ , - - , _ 11.11 ,.,1 ,... _
;each significant storm (1/2 inch in 24 hours). Any required
,-.11..11..- , _ .11.11.1111_ _ -, ,., ., 1.,111 ... _ .11.,_11.. __ 1111._111111;11..,11.11.,:. ,-., ,1111. ,..,:,.:... ,,...._:- , _ 1111._..
1111-_ 1111.._ 1111 1111_._, 1111_
repairs shall be made immediately
*Make grooves, formed by such implements, close together (less than 1111_
...,-. ,.1111..., . _ 11.11: .
10 inches) and not fess than 1 inch deep
1111_.,1111_.11111111 _11111111. 1111. __, _ "1111_ . __"' _ _ ._-_." __.-___ -,-"-__11 11111_.111'.__-_ 11.11
* Sediment should be removed when it reaches 1/3 height of the
"_ 1111.;
3
1111... 1111. , .- 1111..... _
1111. 1111 - _ 1111_._,-- 1111.,._,-- . 1111 1111_ 1111,__ 1111.. ..__.._:__ , _ 1111._ 1111_.. _ _ _ 1111'_,__
:fence or 9 inches. Maximum. !
*Faccessive roughness is undesirable where mowing is planned
1111._ 1111, 1111,_.,. 1111,. ._,...,... _ 1111:_.,. ,.1 ................... ........... _....__..:..._.. 1.... _........_ 1111.._-. ,.......
;* The removed sediment shall conform with the existing grade _
1111 . _ ....1 11. _
I
. ._.__ ., -. .: , __ ; 11._11
be vegetated or otherwise stabilized.
_ - 11 11,_ r�.. 11 _1111
w.._..:1111__... , 1111 1111.. _ 11 11:_ _-_ . _ __.. _1111 __.. - _1111:_.
1111., 1111'._ 1111 _1111_.. 1111' 1111__:
_ .__
-,� 1„
_ _ .
/i,\\ y -
V; ; _
P
11:11. : 11PT F1
„ ,� . 1111_ _ .
.- t\ i
--
/-i,�',-4�/!u"r-a� , _ SIL, I .
'4" !1!(_! f'ti:
DING . 1__
'�- �_, , 1,
.% ,
?E...,
Hsi i... it C l I_ �.
LUVH 11UIV 1"Hr,
LEGEND
• -- __ PROPERTY LINE
- - CREEK
C�
CUL VERT
^1- SILT FENCE
1,.., . ,_.111:1. 1 1 1.:11-...
.Mulching Materials and Application Rates
Material
Rate /Acr Quality
----�
Notes
From October 15 -
Organic
"March 1: Areas shall be
Mulches
:straw mulched and
i
- ' %- r- ! �-i
- 1111 I :
\ :, 7
1111' V - L
Dry,
should come from
! ( - -a
I 'J
unchopped,
wheat or oats; spread
- - -
unweathered
by hand or machine;
Straw
1-2 tons
;awoid weeds
must be tacked down
RF r 1111 i'_ �`_
_ _ . - _ �. �_ J, i �_ _ L \ J _ _ _
Treat with 12 lbs
i-.
11, 1:
� ,1!`; 'i \ :r` r
i., _.I +l_7 '21
nitrogen/ton. Apply
-
'_ " /� (\�
-, \iJ `r�'
I�\�:
with mulch blower,
f, 1111
'�jl 1
,>
:,� t,l�.\,r
..�
4 i sr'i.,' F r-�
: 1111. 1111.. ...1 iii �' 1 `fl t.._iS
chip handler, or by
Wood
-. 'l Y� '-`
_
,\/r 1 r /\
f
hand. Not for use in
Chips
5-6tons
Airdry
fine turf.
Also referred to as
.�\ V 1111.^FL
., a (` ` v
_ _ ,- _ _ 1111 1111"
" / r I , i i r
11`11. I�_ .`r "f
wood cellulose. May
be hydroseeded. Do
Wood
' -
:, 1111 _ _ �_ 1111 .11111 i\ J I' 11 11 _ 1111 ��. ,�
„'�� \4�F
.11 11. � , ._ 1111 H 1 11 11
not use in hot, dry
Fiber
0.5-1 ton
weather
shredded or
Apply with mulch
harrmer-
blower, chip handleror
-
milled or
by hand Do not use
Bark
35 cyd
chips
asphalt tack
Cut or
Apply with mulch
Corn
shredded in 4-
blower or by gand. Not
stalks
4-6 tons
6 in. lengths
for use in fine turf.
ericea
lespedez
Green or dry;
a seed
should
bearing
contain
stems
1-3 tons
mature seed.
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3-28-11 Revise
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v'
typical to minimum
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SCALE:
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NTS
HALE SIZE:
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C❑UNTY
JACKS❑N
RIVERBASIN1
LITTLE TENNESSEE