19970277 Ver 1_Complete File_19970401

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STATE OF NORTH CAROLINA
DEPARTMENT OF TANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1512
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
Dear Mr. Johnson:
GANAND B. GAruzM JR.
SECRETARY
RECEiVED
APR 01 1997
ENVIRONMENTALCH CIENCC?S
The North Carolina Department of Transportation is proposing to grade, drain, base
and pave primarily along the existing roadway of SR 1512, Big Branch Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards and due to the replacement of three (3) pipe culverts and the extension of four (4)
pipe culverts in several unnamed tributaries of Big Branch (DEM Class C) we are requesting
authorization under Section 404 of the Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
drawings for the pipe extensions and the pipe replacements of the unnamed tributaries of Big
Branch, general notes and standards on erosion control measures, and a marked County Map
are enclosed. We propose to install the new culverts slightly below the existing streambed
elevation where bedrock is not encountered to minimize impact to Wildlife habitat and allow the
existing stream gradients to remain as unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project-The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. David Yow, North Carolina Resources
Commission, District Fisheries Biologist to comment directly to you concerning the 404
Nationwide permit request.
P. O. Box 250
Bryson City, NC 28713
March 13, 1997
DIVISION OF HIGHWAYS

Ank
Mr. Bob Johnson
Page 2
March 13, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Yow and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to commend directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
i
Yours trul?,
C. R. S Ies;)P. E.
District Engineer
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer ?
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. David Yow, District Fisheries Biologist, NCWRC
DbM ID: A?CT1Oi-.D:
Nfitionwide Permit Requotaad (Providu Nutionwidu Permit 03
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P. O. box 1890
Wilmington, NC 28402.1890
ATTN.: CESAW-CO-E
Telephone (919) 2$2.4:11
WATFR QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRCONMRNTAL, HEALTH
AND NATURAL RESOURCES
P. O. Box 295:5
Raleigh, NC 27626-05:15
ATTTN: Mr. John Durutsy
Telephone [phone]V
ONE (1) COPY OF THIS COMPLE'1`21) APPLICMION. SHOULD lab SENT" TO ',"HE CUI178 OF PN(-,INI?rRS
SEVEN (7) COPIES SHOULD HE SENT '113 THE NC DIVISION ON ENVIRONMENTAL MANAOrMrNT.
PIXAI iPRINT,
1. Owners Nome: North Ctttolina r3c•rrk rtt,leni of Tnimpuru4tiLift
2. Owners Address: F 0, Box 250, Bryson Ci(y. NC 28713
3 Owners I'Mne Number (Home): (Work) (7(4) 4RR•21,3 1
4, lr applicable Agunl's nomr or responsible cor;,orntc ollitard, address, phune nursbcr.
C. R. Styles, P. E., District Enrlneer
5. Location of work (MUST A'1'1'ACH MAP). Couaty. Haywood
Nearest Town or City! Crabuee
Spceific LM41 ion (Itw;lude read numinih, laudomrl:s, etc): SR 1512 - ni)B rouuli
6. Name of Closest Stream/River: 8:g Br;nch
7. River Basin: Frenult Broad River PaAm
8, 1s thit: project incased in watershed classified as Tro,i(. SA HQW, ORW, WSI, or WSI17 Ycs ( ) No ( X)
9• Have any Sei(iim 404 permits been previously rcqucstcd for use on this property:' Ycs l ) No IX!
Ifyes, explain:
10. Estimate tutal number ul tlo vs N woteis of the U S , including woland5, lucxtccl on pro,ico >iic:
11. Number of acres of waters: of the t) S., including wetlands, intpacicd by the proposed projcct.
Filled: 0,02 Ac
Drained:
Flooded:
Lxcavitted: ? .»
Total Impacted: 0.02 Ac,
12. Dcsuripuon of proposed work (Attach PLANS-81/2" x 1 t'• drawingR only): To nave and widen SR 1512 to inset
current Nardi C:urolina Department of Trnn,?)orltttior stundarils
13. Pttry+nr,e of Proposed wvr . Sams:
14. State rrf*oils why the applicant Wieves 111111 Iltis ,icirtity mast be carried out in wedands. Also, note n,ell"kKe tnkrn to
ntintnitze wetland impauls. See Attachments
15, You are required to conibul the 11,8, Fist and Wildlite Service (USFWS) anOOT Nalion Marine Pitherie% Service
(NMFS) rugmli tg the preRence or any Fcdcrally lusted or ltrahnsed for listing enda,tkercd or thrcht--nctl sprcics or cr;lit.nl
habitat in the pcrrnit. Oren that may he affected by the piupesed prujeet. ! lave yoJ done so'? YES [X] NO ( ]
With applicaLon
RFSPONSL.S FROM THE tISFWS ANDIOR NMFti SHOULD IdE VORWARDED TO CORPS.
16, You are required to contact the State historic Preseivarion Utttce.r (SHl'O) rcghrding the prescncc of hisluriv propcr(ivs
in the pcnnit a,ea which may he affcc:cd by thr , rt+postd 1,rniec.t'? )lave you dons sn? YES [ ] NO (X?
With application
17 Additional information required by Uh_'M',
A.
B.
C.
D.
F,
F.
Wetland delincation map showing all wctluncl., streams, ;end lakes on the propeaty
if available, representative photograph of Nvet om6 tt+ tx i'111*1cted i'y ;?n jest
if delincation was per orn,ed by a cons':Itaw. ineiude all dau+ sheers relt 1'11• piacenttatt ul Ili,! ildint'aliuu tint.-
If a storntwater nianagcntcnt plan is ruauired Go' :his 1>10jeet, attach a cop?
Whiii is land use of surrounding prupcity" Roml Wnadland - Aesidentad
If applict+ble, what iB proposed thcthed of scv
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EROSION- CONTROL
DETAILS AND
SPECIFICATIONS
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Temporary Silt Ditch _.
Temporary Diversion ..........................
Temporary Silt Fence! ______________________ -- ---? --
Temporary Slope Drain with Earth Berm .......... 4--
Silt Basin Type A ___.__. .-_.__.. -0 1:
Silt Basin Type B ........................................... 7zm
Temporary Rock Silt Check Type-A ..........
Temporary Rock Silt Check .Type--8 ......_..._..y
Temporary Rock Sediment Dam Type-A ___.____.__
Temporary Rock Sediment Dam Type-B .__
Rock Pipe Inlet Protection Type-4 , U A A
Rock Pipe Inlet Protection Type-B
Rock Silt Screen ................:............................
Stilling Basin ..........................................
Rock Inlet Protection:
Type A • .........:.................... A U- OR " A
Type B ... ................... :..:....: B r[':]l -OR •- B
Type C ..... C --OR •- C)

12 March, 1992
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TEumoRARY Snx FENCE:
A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation. It is made of permeable filter fabric buried at the bottom,.
stretched and supported by steel posts. used to divert water flow to prootected while
retaining the sediment. They may also be
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall D be
installed across streams, ditches, or waterways.
AREAs OF USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRrrm A:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
r
17 March, 1992
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ROL
TEMPORARY ROCK SELT CHECK TYPE-B:
)III- -,
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3%.
AREAS of USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN C=RIA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (fL) _ (3 / % of ditch grade) X 100 ft
27 March, 1992

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Rocx PIPE INLET p$OTEcnom TYPE-B:
A rock pipe inlet protection type-B is a small horseshoe shaped structure. The
type-B rock pipe inlet protection.shall be used at pipe inlets which are 24 inches
and less in diameter where there is, insufficient space for a type-A rock pipe inlet
protection with storage area. The type-B Fock pipe inlet protection utilizes class A
stone lined with 45 or #57 stone to protect drainage pipe structures by impounding
the sediment laden water before it enter the pipe to trap sediment This device can
also be used around the inlet of temporary slope drains where space is limited at
the outlet end of slope drain such that a basin or other device can not be used.
AREAS OF USE:
• At inlets to pies no larger than 24 inches in diameter where it receives flow
from several directions.
• In low flow areas where right of way is limited.
DESIGN
• Structural stone - class A
• Erosion control stone - # 5 or # 57 stone.
• Dam height - 1.5 ft minimum.
March, 1992'

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Roca SILT SCREEN: t
A rock silt screen is a low-level dam structure to be used in streams below way
sites. Rock silt screens shall be used to trap sediment transported by running
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B hone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
Where it can be cleaned before it is removed from stream.
DESIGN CRMRIA:
• Structural stone - class B 'stone
• Sediment control stone # 5 or # 57 stone
Dam height - 1.5 fL minimum and 3 ft. maximum ( shall not be higher than
1 fL above normal flow of stream) .

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37 March, 1992
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FROM
ADD ITION
IMPROVEMENT
TO BE PAVED ?r
P POLES TO BE MOVED = -
T. POLES TO EE MOVED °
R /W WIDTH
I" =50,
SCALE
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LµERO SION CC NT111
DETAILS -AND.
SPECIFICATIONS
Std_ # D _s .ri try inn Symb°i
245.03 Temporary Silt Ditch .................. _...........
245.05 Temporary Diversion ....
893.01 Temporary Silt Fence
890.05 Temporary Slope Drain with Earth Berm .........
+- •-
245.01 Silt Basin Type A
245.02 Silt Basin Type B _
892.04 Temporary Rock Silt Check Type-A..-
895.10 Temporary Rock Silt Check Type-B •.._......
892.01 Temporary Rock Sediment Dam Type-A
............
892.02 Temporary Rock • Sediment Dam Type-B ;-,
897.01 Rock Pipe Inlet Protection Type-7A
897.02 Rock Pipe Inlet Protection Type-8
894.01 Rock Silt Screen _
245.04 Stilling Basin ........................ ----.----..-.•.•-.--•.._••-.."'-_._.._
.................. I/Lad
Rock. Inlet Protection:
896.01 Type A .-• ............................. A L3.. OR ..A
..
896.02 Type B ................ ........ ....... B ..OR B
896.03 Type C • ............................-• 'C. E2--OR •- C)
12
• Marsh, 1992 ?••_ ?.?
It A,
.Rttjjjff6,Kd ........................ C
.. Control of Access Line.. • ... w . • • • •. • • • ..'
slope Stzlce Line .........
:...:...'.'.:.. ..... _ a .
B rid CTe:.'-'
culvert
,. W008S :'.'....,
• .. i I:,, I .S,** -a- 1 V tro 1...p.
Telzpl»Ilt or.Tele rupli pole . .
Tower' Pole and Line.... . . .......... , . .
w cd:?b5'e S , tI'1tQI' .b 1
Power Pole
Easenzcn ? Line..:...... .:........ • . • . •.
lfowing 1_intit• .
• T T- T J,
Guard 1la.il ..' ....:................•.. .
S,j nitar) •Sewer•Line ...............
... 1-
A •.?? (? 1
Water Line..'.*. :..'.`'....' ...:......... .
- G a S -O•-_--
Gas Linc .'.....:....' ........... ?'IIUI'USI"M EXISTING
Chain Link- fence'' .................. .
Woven Wire fence : • • o •... a . , , ....... -?
Rcrol•es?;1ti?n ': .............•. • • .
TSO
TS U
Terlipol-aI'v Silt Ditch :. • .... • . • ..... .
Tempor i'YSilt Fence .....,...... •
.. .
Te •sry.Slope DrIIII1• .:..........
Brush Barrie ......'!..'. , ............._...:
Silt Check Dam Type A•.,.:.........
Silt Check Dam Type.B • .'..... • • . .. .
Silt Basin 'I?•pe.....:.. ..:......... .
Si1c 13-asiri Type • •
............:... -
Rock Silt Check Dam.
arlh I3cI•n1 ....'......:: .•......... .
Temp, Stone Ditch Check • • • • • ,•

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. C.R. Styles
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:

You have our approval, in accordance with the attached conditions, to fill in 0.005 acres of wetlands or
waters for the purpose of paving SR 1512 at Haywood Co., as you described in your application dated 17 June
1997. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3103. This Certification allows you to use Nationwide Permit Number 14 when it is
issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before
you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal
Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when
the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Sin erely,
oward, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorney
Central Files
AITX?VFAI
[D EHNF=?
July 15, 1997
Haywood County
WQC 401 Project #970575
%j;i-',A
970575.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
APPROVAL of 401 Water Quality Certification
Mr. C. R. Styles
N.C. Dept. of Transportation
P.O. Box 250
Bryson City, NC 28713
Dear Mr. Styles:
A LT5VA
E5 F_= 1=1
April 10, 1997
Haywood County
WQC 401 Project #970277
D ?I
You have our approval, in accordance with the attached conditions, to place fill material i ^acres of
wetlands or waters for the purpose of conducting road maintenance at SR 1512, as you described in your
application dated 13 March 1997. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3127. This Certification allows you to use Nationwide
Permit Number 3 when it is issued by the Corps of Engineers.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us and you may be required to send us a new application. If total
wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required
as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the
conditions listed in the attached certification. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Si erely,
L
eston Howar '?. rP.
Attachment
cc: Wihnington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DWQ Regional Office
Mr. John Dorsey
Central Files
970277.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
r ib
STAIr
x
' Imo.. n
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
Haywood County
SR 1512
Mr. Bob Johnson
215 Army Corps of Engineer
Reg. Field Office
Room 75, Grove Park Ave.
Asheville, NC 28801-2714
DIVISION OF HIGHWAYS
GARLAND B. GARRETT JR.
SECRETARY
P. O. Box 250
Bryson City, NC 28713
June 17, 1997
,1 p5175
9
, rq .Dj
? c?Fti
?Fs
Dear Mr. Johnson:
The North Carolina Department of Transportation is proposing to grade, drain, base
abd pave primarily along the existing roadway of SR 1512, Big Branch Road, in Haywood
County. In order to construct this project in accordance with our current secondary road
standards, we are resubmitting this permit application for the re-channelization" of Big Branch
(DEM Class C) for approximately 50 feet. We are requesting authorization under Section 404
of the Clean Water Act.
I am sending a straight-line diagram with our proposed erosion control and
construction limits at various sites along this project. In addition, a typical section of the road,
drawings for the re-channelization of Big Branch, general notes and standards on erosion
control measures, and a marked County Map are enclosed. We propose to build the new
channel in the dry, using rip-rap to stabilize the banks only. Natural substrate will be left on the
bottom of the channel to minimize impact to Wildlife habitat and allow the existing stream
gradients to remain as unchanged as physically possible.
The best management practices will be used to minimize and control sedimentation and
erosion on this project. The construction foreman will review all erosion control measures daily
to ensure sedimentation and erosion controls are being effectively controlled. If the planned
devices are not functioning as intended, they will immediately be replaced with better devices.
The silt fences and other erosion control devices will be in place prior to pipe construction and
will remain in place until the project is stabilized.
By copy of this letter I am asking Mr. Mark Davis, Habitat Cooridinator Western
Mountain District, of the NCWRC to comment directly to you concerning the 404 Nationwide
permit request.

Mr. Bob Johnson
Page 2
June 17, 1997
Also by copy of this letter, I am requesting authorization to proceed under Section 401
of the Clear Water Act from Division of Environmental Management. In addition, I am asking
Mr. Davis and Mr. Ed Ingle, Area Roadside Environmental Engineer (NCDOT), and Mr. Richard
Phillips (DEHNR), to commend directly to me concerning this permit request.
We would like to begin construction as soon as possible. If further information is
required, please advise. Your early review and consideration will be appreciated.
Yours truly,
C.'e.'I:,"
C. R. Styles, P. E.
District Engineer
I PC. 11077r
'Note: This channel change was unintentionally left out when the road was originally surveyed.
CRS:sd
atta.
cc: Mr. Richard Phillips, P. E., Regional Engineer DEHNR
Mr. F. D. Martin, P. E., Division Engineer
Mr. E. L. Ingle, Area Roadside Environmental Engineer
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Mr. Mark Davis, Habitat Cooridinator W. Mtn. Dist., NCWRC
DEM ID: ACTION ID:
„Nationwide Permit Requested (Provide Nationwide Permit #:): 03
JOINT FORM FOR
Nationwide permits that required notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P. O. Box 1890
Wilmington, NC 28402-1890
ATTN.: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENTAL, HEALTH
AND NATURAL RESOURCES
P. O. Box 29535
Raleigh, NC 27626-0535
ATTN: Mr. John Dorney
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: North Carolina Department of Transportation
2. Owners Address: P. O. Box 250, Bryson City, NC 28713
3. Owners Phone Number (Home):
(Work) [phone]
4. If applicable Agent's name or responsible corporate official, address, phone number:
C. R. Styles, P. E., District Engineer
5. Location of work (MUST ATTACH MAP). County: Havwood
Nearest Town or City:
Crabtree
Specific Location (Include road numbers, landmarks, etc): SR 1512 - Big Branch Road
6. Name o[Closest Stream/River: Big Branch
7. River Basin: French Broad River Basin
8. Is this project located in watershed classified as Trout, SA HQW, ORW, WSI, or WSII? Yes [ ] No [ X]
9. Have any Section 404 permits been previously requested for use on this property? Yes [ X] No [ J
If yes, explain: For pipe replacements and extensions on SR 1512 dated March 13, 1997
10. Estimate total number of acres of waters of the U.S., including wetlands, located on project site:
11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project.
Filled: 0.005 Ac
Drained:
Flooded:
Excavated:
Total Impacted: 0.005 Ac.
12. Description of proposed work (Attach PLANS-81/2" x 11" drawings only): To pave and widen SR 1512 to meet
current North Carolina Department of Transportation standards.
13. Purpose of Proposed work: Same
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measure taken to
minimize wetland impacts. See Attachments
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or Nation Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES( X ] NO [ ]
With Application
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties
in the permit area which may be affected by the proposed project? Have you done so? YES[ ] NO [ X ]
With Application
17 Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation line.
D. If a stormwater management plan is required for this project, attach a copy.
E. What is land use of surrounding property? Rural Woodland - Residential
F. If applicable, what is proposed method of sewage disposal?
06-17-97
Owner's Signatur 'i Date
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EROSION- CONTROL
' DETAILS AND
SPECIFICATIONS
J
Std_ -4
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
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245.04
896.01
Temporary Silt Ditch
Temporary Diversion _ ............................ ,.o
,
Temporary Silt Fence .:_____...............
Temporary Slope Drain with Earth Berm •________,
Silt Basin Type A .-------------••-------•--------- -?
Silt Basin Type B ....... ...................................
Temporary Rock Silt Check Type-A ..........
Temporary Rock Silt Check .Type--B .,_________..?
Temporary Rock Sediment Dam Type-A •__________.
Temporary Rock Sediment Dam Type--B
;
Rack Pipe Inlet Protection Type-AU A A
Rock Pipe Inlet Protection Type-8 ,____-_•___
Rock Silt Screen ............... .:...... ................
------
Stilling Basin ..........................................
Rock Inlet Protection:
Type A .......... :................. ... A rol OR .. A
l
896.02 Type. B ..OR •• B
8 .- .. ....:.............. ....:
896.03 Type C ............................... C --OR •- C)

3
12 March, 1992
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TEmPoRARY Sins FENCE:
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A temporary silt fence is commonly used at the toe of a fill section to prevent off-
site sedimentation- It is made of permeable filter fabric buried at the bottom,
stretched and, supported by steel posts. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flaw to protected
outlets. Silt fences need to be checked after each significant rainfall to ensure there
effectiveness. They must be maintained on a regular basis. Silt fences shall not be
installed across s=eams, ditches, or waterways.
AREAs of USE:
• At toe of fill sections where sediment runoff can be stored and contained
inside the project limits.
DESIGN CRTIM A:
Material With Wire Without Wire
Fabric Type 3 Class A Type 3 Class B
Steri posts length 5 ft 5 ft.
Post spacing 10 ft 6 L maximum

17 Mare, 1992

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TEMPORARY ROCX SMT. CHECx TYPE-B: .
A temporary rock silt check type-B (also called check dam) is a small dam with a
weir used to reduce gullying in drainage ditches that are to'be filled or
permanently stabilized at a later date. These type-B rock silt checks help reduce
the flow velocity and are generally made of class-B stone. They are used in ditches
during construction where the grade meets and/or exceeds 3°'o.
AREAS of UsE: r
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CprrmuA:
• Center of rock silt check shall be at least 1 foot lower than the outer edges
(top of channel sides)
• The spacing (ft.) = (3 / To of ditch grade) X 100 ft.
1
27 March, 1992

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Rocx Pum h= PxOTEcnoN.TYPE-$'
s
A rock pipe inlet protection type-B is a small horseshoe shaped structure. The
type-B rock pipe inlet protec-don.shall be used at pipe inlets which are 24 inches
and less in diamx ` where there is. insufficient space for a type-A rock pipe inlet
protection with storage area. The type-B:Fock pipe inlet protection utilizes class A
stone lined with 45 or #57 stone to protect drainage pipe strncmres by impounding
the sediment laden water before it enters the pipe to trap sediment. This device can
also be used around'the inlet of temporary slope drains where space is limited at
the outlet end of slope drain such that a basin or other device can not be used.
AREAS OF USE:
At inlets to P" no larger than 24 inches in diameter wh= it re=ives flow
from several directions.
• In low flow areas where right of way is limited.
DESIGY
Stmcmral stone - class A
Erosion control stone - 5 or ' 57 stone.
Dam height - 1S ft. i
nimum.
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Roca SILT SCREEN:'
A rock silt screen is a low-level dam structure to be used in streams below culvert
sites. Rock silt screens shall be used to trap sediment transported by running water
and shall be placed in the stream below the construction site within the right-of-
way or easement boundary. The rock silt screen utilizes class B stone lined with #5
or #57 stone to produce a ripple-effect in the stream to settle the larger sediment
particles transported in the stream from the construction site. The trapped sediment
shall be cleaned out before the device is removed from the stream.
AREAS OF USE:
• In live streams below construction sites where construction occurs in or
adjacent to the stream.
• In live streams below a culvert construction site.
• Where it can be cleaned before it is removed from stream.
DESIGN CRITERIA:
Structural stone - class B stone
• Sediment control stone # 5 or # 57 stone
• Dam height - 1.5 ft. minimum and 3 ft. maximum (shall not be higher than
1 ft. above normal flow of stream)

37
March, 1992
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ADDITION
IMPROVEMENT
TO BE PAVED
P. POLES TO 8E MOVED 1` ?=„•?? T. POLES TO EE MOVED o
R /W WIDTH ?S
SCALE
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; . •. EROSION CO"_ L
DETAILS AND .
SPECIFICATIONS
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
897.02
894.01
245.04
896.01
896.02
896.03
Temporary Slit Ditch
Temporary Diversion _______________
•ro
Temporary Silt Fence
Temporary Slope Drain with Earth Berm +-
.....
Silt Basin Type A ....... ........ '.................
Slit Basin Type B ...............
........:......... .........
Temporary Rock Silt Check Type-A ,_________
Temporary Rock Silt Check Type-B ..... _...... )0-
Temporary Rock Sediment Dam Type-A ,____......
Temporary Rock, Sediment Dam . Type-8 ;_. ?
Rock Pipe Inlet Protection Type7A ......... a_ :D
_
Rock Pipe Inlet Protection Type-8
Rock Silt Screen .....--•-----•-------------------------------
Stilling Basin .... ........ -.....................
--------
Rock. Inlet Protection:
Type A ................... ....... _.._ A OR ••A)
12 March, 1992

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