19931052 Ver 1_Complete File_19931222

State of North Carolina
Department of Environment,
Health and Natural Resources wro, Di
vision of Environmental Management AJames B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N R
A. Preston Howard, Jr., P,E., Director
December 22, 1993
W. T. Anderson
N.C. Dept. of Transportation
P.O. Box 1551
Andrews, N.C. 38901
Dear Mr. Anderson:
Subject: Proposed fill in Wetlands or Waters
Road Improvement, SR 1663
Macon County
DEM Project # 931052
Upon review of your request for 401 Water Quality Certification
to place fill material in waters which are tributary to Cullasaja
River for road improvement located at SR 1663 in Macon County as
described in your submittal dated 10 December 1993, we have determined
that the proposed fill can be covered by General Water Quality
Certification No. 2732. A copy of the General Certification is
attached. This Certification may be used in qualifying for coverage
under Corps of Engineers' Nationwide Permit No. 14.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
If you have any questions, please contact John Dorney at 919-733-
1786.
Sincerely,
Presto Howard, Jr. P.E.
931052.ltr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Asheville DEM Regional Office
Mr. John Dorney
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

401 sIJED
SIAIF OF N(lul-1 CAROLINA
DFPARFMFNT OF 'MANSPORTATION
JNWu I?. IIHNi 1R DIVISION OF I IKAIWAYS SAM IIUNI
(i?V'IItN??li ?1( KI IAHY
P. 0.. Box. 1551,
r1 nd rows . N. C. 28901,
December 10. 1993
RI 16 1993
MACON COUNTY
f; L66-
4; W?TLANDS GROUN .-,..
rVATER Ati SECTION
Mr. Bob Johnson
U.S. Army Corps of Engineer!-r,
Reg. Field Office:
Rm. 75. Grove Arcade Building
17 Battery Park Avenue
A- 4hev i 1 l e, N. 0. 2830.1
Dear Mr. Johnson-
The North Carolina Department of Transportation .`
proposing to widen and pave SR 1663, Pete McCoy Road, in
Macon County. In order to construct this project in
accordance with our current, standard, it will be necessary
to replace they pipe culverts at two locations. The existing
30" CMP is to be removed and replaced with 40 L ., F . of 6''
c_MP at :purvey station 1+01. At survey station 6+05, the
existing 1B" CMP is to be removed and replaced with 70 L. ,. F.
of 24" CMP.
The pipes culverts are to be installed slightly below
the existing st:reambed elevations to minimize impact:g to
wildlife habitat and allow the existing stream gradients to
remain as unchanged as is physically possible. The affected
stream is an unnamed tributary of the Cull;sa ja River. which
in classified as :'a trout, stream by the N. C Division K
Environmental M.:anagemrnt..
The best minanement practices will be used to minim0o
and control erosion and sedimentation on this pro7ocL,. The
construction foreman will review all erosion control
measures daily to ensure erosion and sedimentation are baing
offe.ct.ively controlled. If the planned devices do not
function as intended, they will be replaced with better,
,.vise-. The rock •sil-t screens and other erosion conLrol
devices will be in place prior to pipe culvert construction
and will remain in place until the project is stabilized,

Mr. Bob Johr on
Page 2
December 1.0,
F;y copy of tf)i- totter. we ar e* requesting the H.
C;.
Wildlife Rescki rce ', Commiss i an to comment to you Conr,: 0 r r)i na
request.. Also, by copy of this letter to the N. C:.
ivision of Enviionrnerit.,-d Management. we arF.? re<.ueast.i.n43
?uthori :rat.i.on under ;ect. c n 401 of the Clean Water c!c.i,.
Enclosed i? a .Ideation map, -,traight.--Iin,;` d:i.agr,am,.
r,lan;Firc)file he,et., e,rc;rF ion c:ont.rof plan::; and detIail-_•, .arid
U.S1.G.S. Map indicating the project. area and the location of
the proposed pipe culverts along the road. P.le;a reviec•,r
this regUe.1st. for authorization under Section 404 of the
?Aean Water Ac 1: If you have any questions concerning thi,,_>
applicz-it. i on, Kyle+as.e contact me at. (704) "7,21-4105.
Si riccare1y,
W. 1. Anderson
County Maintenance Encri-roc-ei
W1A/(3CR/ rr
f nc1osu r es
c:c: Mr Mict?e?y Clommons, N.C. Wildlife Resources Comm.
Mr.. Eric Galamb, N.C. r?iv. of Env. Management
Mr. F. [). M.irf:.in, t)_ E., Division Engineer
NOTIFICATION FORM
INFORMATION SKEET
Nationwide permits that require not9kation to the Corps of Engineers
Nationwide permits that require appiication for Section 401 certification
A. NOTIFICATION TO THE CORPS OF ENGINEERS DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DMSION OF ENVIRONMENTAL MANAGEMENT APPLICATION RE-
QUIREMENTS AND SPECIFICALLY NOTE NWP 36 DIF7ERENCE.)
Certain nationwide permits require notification to the Corps of Engineers before work can proceed. They sire as follows:
NWP 5 (only for discharges of 10 to 25 cubic yards) '
NWP 7
l "Vk? 13 (only for stabilization activities in excess of 500 feet in length or greater than an average of one cubic yard
per running foot)
N%kT 14 (only for fills in special aquatic sites, including wetlands, and must include a delineation of affected special
aquatic sites)
NWP 17
NWP 18 (required when discharge exceeds 10 cubic yards or the discharge is in a special aquatic site and must include
a delineation of the affected special aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites, including wetlands)
NWP 26 (only for greater than l acre total impacts and must include a delineation of affected special aquatic sites,
including wetlands)
NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources)
NWP 37
NWP 38 (must include a delineation of affected special aquatic sites, inchrding wetlands)
For activities that may be authorized by the above listed nationwide permits that require notification, the
applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by
the District Engineer, or..
b. If notified that an individual pertnit may be required, or
c. Unless 30 days (calendar) have passed from the time a cornplew notification is received by the District Engineer
and no notice has been received from the District Engineer, and required state approvals have been obtained.
Required state approvals include: 1) a Section 401 wafter quality certification if authorization is requested for a
discharge of dredged or fill material, and 2) an approved coastal zone management consistency determination if
the activity will affect the coastal area.
Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written
concurrence is received from the District Engineer. The time penods described above do not apply.
Furthermore, requirements to notify the U.S. 1~ish and Wildlife Service (USFWS), the National Marine
Fisheries Service (NMFS), and the State Historic Preservation Office (SHPO), as indicated below and on the
notification form, do not apply.
B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECMON 401 CERTIFICATION.
Certain nationwide pernuts require an application to DEM in order to obtain Section 401 water quality certification.
They are NWP 6, NWP 12, NWP 15, NWP 16, NW 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWP 40.
Certain nationwide permits were issued general certifications and require na application. They are NWP 3, NW? 4,
NWP 5, NWP 7, NWP 20, NWP 22, NWP 23 (requires notification to DEM), NWP 25, NWP 27, NWP 32, NWP 36,
and NNW 37.
The following nationwide permits were issued general eertifieatim fn-r ael limited activities: NWP 13 (for projects
less than 500 feet in length), NWP 14 (for projects that impact waters oniyj, NWP to (for projects of acct with less than 0 fill of waters o
cubic yards of fill in waters only), and NWP 26 (for projects with lent d= or equal
wetlands). Projects that do not meet these criteria require apphendw for Strom 401 water quality certifications.
C. ,NO'I Ih"I':A'*I'IONfAPPI.ICATI(.)Iq PROCEDURES.
I he attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of
r:nvi.ronmcnU Management as specified above. The pmTnittee should make sure that all necessary, information is
}provided in order to avoid delays. One copy of the completed form is required by the Corps of Engineers and seven
copies are required by DEM. Flans and maps must be on 8 1/2 x 11 inch paper.
Endangered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species d-)at may
be affected by the proposed pmject.
U.S. FISH AND WILDLIFE. SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
Raleigh, NC 27636-3726
Telephone [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
Pivers Island
Beaufort, NC 28516
Telephone [phone]
Historic resources requirement: For Corps of Engineers notifications only, applicants must notify the State Historic
Preservation Office regarding the presence of historic properties that may be affected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 East Jones Street
Raleigh, NC 27601
Telephone [phone]
Information obtained from these agencies should be forwarded to the Corps.
DLN1 11): ACTION ---
';ation?ide. Permit Requestcd (Provide Nationwide. Permit N):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engft,.eers
Nationwide permits that require application for Section 401 certification
WILMMGT'ON DISTRUCT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WA'T'ER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, Ht AI TI i,
AND NATURAL RESOURCES
P.O. Bor. 29535
Raleigh, NC 27626.0535
ATTN: MR. aOHN DOR.NEY
Telephone [phone]
ONE (1) COPY OF T fUS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRITTT.
1. Owners Name:
2. Owners Address:
3. Owners Phone Number (Home):
(Work): Zt2" 3.2 -L
4. If Applicable Agent's name or responsible corporate official, address, phone number:
. Location of work (MUST ATTA CH//MAP). County: ----
Nearest Town or City: ,_ 1/ -11__...,
Specific Location (Include road numbers, landmarks, etc.);,_,._"
6, Name of Closest Stream/River: __.-?,,,i,.L?L ?._---
7. River Basin:._?.??T.?I.tl.s".?
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES 14 NO a
9. Have any Section 404 permits been previously requested for use on this property? YES N0 Vj
If yes, explain..,_
1(). Estimated total number of acres of waters of the U.S., including wetlands, located on prgject
1 I . Number of acres of waters of the U.S„ including wetlands, impacted by the proposed project:
Filled:
Thained:
Flooded:. .__....r....___
Excavated:
2?? :?.?..._...w,.._? ..? .?._..,? ._ ..._ _
Total Impacted:__ 62..-
Description of proposed work (Attach PLANS-8 1/?." `C 11" drawings only):
a,d daX rcl ? fir. _e' //Q -sue; !•' A= 4&AlI- CIA_ZiS2 iu4) -
v
13. Purpose of proposed work: za ltle / ri /e, Aw ?4 .A r.- r' j AZC Aa'7-
U! tfLrn/I v ?((??cGr.-s,
_ a12Prjr, 4Jjr Adki/"
3 !
14. State reasons why the applicant believes that this activity must be carved put in wetlands. Also, note measures
taken to minimize wetland impacts. ar,7je.c-#:
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federally listed orproposed for listing endangered or threatened species orcritical
habitat in the permit area that may be affected by the proposed project. Have you done so? YES PQ NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
10. 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 >4 NO[ )
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
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 copy.
E. What is land use of surrounding property? ??' ana/-?wrvt /iL1ct?
F. If applicable, what is proposed method of sewage disposal? _
wner'a gnature Date
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MACON - (-? U
g 0 A D NILE PETE McCOY ROAD
1663
S, R.
6.972122
FR 0 MI SR-1653-0+00 TO 15+00 E.O.P.
A I T I QN
IMPROVEMENT x
TO BE PAVED ?_-'-`- -
P POLES TO BE MOVED '+
T. POLES TO BE MOVE U _ _..-_8
W WI DTH 45'
SCALE !_? _ 501
DATE 3-30-92

5+00 I
S R. B.1 11MR1
HAROLD J. & NONTIEZ JENNIN
RT. 4 BOX 287
GRAY, GA. 31032
(3)
.5400
EARL KEENER
91 CLARKS CHAPEL RD.
FRANKLIN, N. C. 28734
(4)
5 --r

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2+03
1 1+93
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LOUISE BUTLER
2689 CLINTONVILLE RD.
PARIS, KY. 40361
„00 30" CNP
.,.D- _ _ _ _. _v;?? REPLACE WITH 30" CMP]
b I
Op
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I t? DONALD A BARBARA 0. LAKF.Y
3 LONG RD.
O0 FRANKLIN, N. C. 28734
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WM. J. JENNINGS
31 HUNNICUT RD.
FRANKLIN, N. C. 28731+-
(5)
C+I }
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(3)
6+70
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18" CMP
I 4 5-
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5+00' . BRANCH I
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15+00
I WM. G. & DORIS ,1. LOBECK
P. 0. BOX 2
FRANKLIN, N. C. 28734
I (6)
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GII.MER BREEDLOVE
29 LONG ROAD
FRANKLIN, N. C. 28734
(8)
PL
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EROSION CONTROL
DETAILS AND
SPECIFICATIONS
ymbol
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
896.03
Temporary Silt Ditch „_._..___,..• ................ TSo --- V1-2
Temporary Diversion VI - 4 iff Temporary Silt Fence - - ...... . ...... ..- -------- V1.6
.......
Temporary Slope Drain with Earth Berm VI - 8
Silt Basin Type A VI - 10
Silt Basin Type B ...................................? ------------ VI 12
Temporary Rock Silt Check Type-A .......... ----------- VI -14
Temporary Rock Silt Check Type-B ............' ------------ VI -16
Temporary Rock Sediment Dam Type-A ......._ --- VI - 18
Temporary Rock Sediment Dam Type-B „, ::D ----------- VI - 20
Rock Pipe Inlet Protection ......................... _ --- VI 22
Rock Silt Screen ......................................... ----=------- VI 24
Stilling Basin ..................................................... LLJ? ----- VI - 26
Rock Inlet Protection:
Type A ............................... A13--OR --A) ----- VI 30
•-
Type B • .............................. B OR •-B) ----- VI - 32
?
Type C ............................... C ?-- OR --C) ---- VI - 34
VI-1
March, 1993
T F_ MPORA RY EPOSIOIV CONTPOL _SYMI30L
i
TF-MP STONE DITCH C/-PECK
ROCK. SILT CHECK DAM
S/L T' BQS11V-- B
TEMP SLOPE DRAIN
7_..cMP SILT D/i CH TSD
-?'-
E,q R 7-H EM BANKMEIV 7-
5? l_T FENCF_ -III--IFI----
,,,
IBERGLASS ROVING F-G R -
Proposed Road ..................... ,____
Existing Road ......................
c
Control of :access Li n1?..... 1 ......... ------ ;;
Slope Stake Line .................... ------•?' `?.------ ~-
Bridge .............................
Culver ................. ........
Woods .............................
Telephone or Tele_gr<tph Pole ......... .?:.?i;, o- , 'PROI 0- i
Tower Pole anti Line ................. -V --? --?--
Power Pole .......................... I.,XI:,,'
Easement Line ...................... f---
Nfowina Uniit ....................... _
Guard Rail .........................
Sanitary Sewer Line .................
Water Lint ......................... ---; r- ; t
Gas Line ........................... G A 5 -o- ?,r
i'l:??r'()SI:u F.XisTI ,
Chain Link Fence ................... - 23- --0----c?-.
Woven lV i re Fence .................. - o-- o_ -o-----o--
Re;ener'ation ........................
Reforestation ....................... Temporarv Silt Ditch ................ 'r:sb TSD
Temporary Silt hence ................ --f;r-- Ifi--Tl;-
Temporary Slope Drain ..............
Brush Harriei ........................
Silt Check Dam 'lyre A ............ • • . -?
Silt Check Dam Type B ..:............
Silt Basin 1),pe A .................... --}
Silt Basin Type B ....................
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Rock Silt Check Dam .................
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d based on North Carolina rectangular 124 MILS Co
E' ITI
vernal Transverse Mercator Grid ticks, NATIONAI. GFOC
1 in blue
J lines indicate selected fence. and ?ITM GRIb AND 1978 MAGNETIC NORTH
DLCI INATION AT CENTER OF SHEFI
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FO?.
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Arln Irv I I ITNNFY! F VPI I I Y AlHIIr1Rl

TEMPORARY SILT DITCH:
TSD --
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993

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VI-3 March, 1993
TENVORARY SxLT 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. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow 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 I Qi 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 CRITERIA:
M=rw
Fabric Type 3 Class A Type 3 Class B
Steel posts length :5 ft 5 ft.
Post spacing 10 ft. 6 ft.. maximum
VI-6 Mat. h, 1993

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VI-7 March, 1993
TEMPORARY ROCK SILT CHECK 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%.
AREAS OF USE:
• In channels, roadside ditch outlets, temporary silt ditches, and temporary
diversions.
• In conjunction with type-B silt basins.
DESIGN CRrmRIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
foot lower than the outer edges
100 ft.
VI-16 March, 1993
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VI-17 March, 1993
ROCK SILT SCREEN:
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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)
VI-24 March, 1993

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VI-25 March, 1993
401 ISSUED
STATE OF NORTH (-'AROLINA
DEPARTMENT OF TRANSPORTATION
?AMI? R. I IUN1 IR DIVISION OF HIGHWAYS
l iUVI RNO R
P. O. Box 1551
rand rows , N. C. 28901
De(-.,camber 10, 1993
D
Mr' CON COUN TY
R L66,3
11r .. Bob John,-,on
lJ. S. Ormy Carp- clt F i i i-r(---A e.t
I e i. Field 0t+ice
Rm. 75, Grove Ai c?;ada Building
- Battery P.,vrk Avenue
A-:heville, N. C. _1. 11F301
[)r 1,1r.. John,,ori.
SAM I ZUNI
Sh I'r1ARY
161993
17m All"
They Nort..I C;._troI j.na U)ep,,artment of T r a n port.:a t. i.orl i s
proposing to widen and pave SR 16r>3 , Pete 11c:'Coy Ro':ad., in
M,:acon County. In order to const.ruct.. thiproject in
-37-.cordanc:e tNl.th our current standards it will be., necoc,.s?.rr v
f:() replace the pipe c;ul.vert a at two locat:i ans. The existing
::>U" CMP is t.c-) b(-, r,-moved and replaced with 40 L.F. of 36''
CMP at. .urvey >t ?tion 1+91. At survey stat:i.on 6+05, i"he
exi. -t :i ng 18'' CMP i to be removed and replaced with 70 L . F .
irf 24" (-.MP.
The pi.pr: culv(?rt,, to be instal.l.ed slightly bclc)w
thc? exi?-;tinq strce:ambed elevations to minimize impact. to
wildlife habitat and allow the existing r t.ream gradiant-; I;c)
rema:in ;:as unchanged Is is physically possible.. The raf -fecte(-.l
:stream is an unnamed tr ibut:ary of the Cull.asa.ja River, which
is c'lassif ied a: a trout. str-earn by the N. C:.. Division r)f
Fr)vironitiental M,_anaQ7(-:? ment..
The best rn anaelernent, practices will be used to minimize
and control erosion and sedimentation on this project... The?
unnstruction foreman will review all erosion control
measured::, daily to ensc.rre erosion and sedimentation pare being
effectively controlled. If the planned devices do not,
function ac-; -intendrwd, they will be replaced with bet.t.er.
::tevj_ce^,, Fhe rook > silt screens and other erosion control
d,evice;?_, will bc: in place prior to pipe culvert construct:inr1
+nd will rern:ain in place until the project. is st.abil ire=d.

Mr. Bob John7on
f?,P- cernbrr ' 10 . 1 11) Q,'
By copy of I Ifi.` le?tt(ar , w requerati..n':.T the N. C.
l^J11lJt'Lf"1'? Resollr cr" (:C)InIIla°? aC)f""i `i.c:) comment to you ( c)nceI rllnc,l
ur rr,gu(e .:-. t.. Falsac), by copy of this let.t.er to the N.. C.
C:ivi?,ic)n of k_nv:i.ronmeant.ral. Mana(Iern(- ')t., we are rr?gue?st'.a n(I
-IuII -Icrizat.iorl cinder Sec t.icn 401 (.) f the C1.ean Water F'lct.
I- ncIosed i?. rA Incation (nap, stght-Iine? cliagi-am
tan/profile ' liheet., erasion centro.l plan- and detail anal .a
U. S. G.S. Map ind:icati ng the project, arec:A and the lo(:--Ai:.iar) cif
t.1)( pt'op(°)ysed pipe c--; u I v e r t s along the, road. P1(3asc rcav:i.ew
t l)is r e(Iues,t i of <aut.hori7atic)n under Section 404 c) f tIic*
lean W'Ater Fac:t... T:f you ti,avt any questions canc;ei n:i.nc:l this
plezise c:nnta( . me at ('70,1) 321~4.103.
Si.nrerel.y,
W. T-. Ander"'=ori
County M.tint:enwnc:;e 1:111<ai IK":r.?r'
w Fl/f3CF3/ r (
f ncJ_c')s(.:i-e,;,
MI- . I'lir..VI c!y C le nun":? n• , i,l .-." . Wi1J 1 i fe; Re -;ourc;r-:,-: ( (::rnm .
Mr.. F.ric: (3olamL., h•'.C. nip. c)1' Env. Mar),kcic-ment:.
Mr. F. D. h1.?trt.? n., E. , Division
NOTIFICATION FORM
INFORMATION SHEET
Nationwide permits that require notillcation to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
A. NOTIFICATION TO THE CORPS OF ENGWEERS DISTRICT ENGINEER. (REFER TO
ITEM B. BELOW FOR DIVISION OF ENVIRONMENTAL MANAGEMENT APPLICATION RE-
QUIREMENTS AND SPECIFICALLY NOTE NWP 26 DIFFERENCE.)
Certain nationwide permits require notification to the Corps of Engineers before work can proceed. They are as follows:
NWP 5 (only for discharges of 10 to 25 cubic yards)
NWP7
*'WP 13 (only for stabilisation activities in excess of 500 feet in length or greater than an average of one cubic yard
per running foot)
NWP 14 (only for fills in special aquatic sites, including wetlands, and trust include a delineation of affected special
aquatic sites)
NWP 17
NWP 18 (required when discharge exceeds 10 cubic yards orthe discharge is in a special aquatic site and must include
a delineation of the affected special aquatic site, including wetlands)
NWP 21 (must include a delineation of affected special aquatic sites, inehiding wetlands)
NWP 26 (only for greater than I acre total impacts and must include a delineation of affected special aquatic sites,
including wetlands)
NWP 33 (must include a restoration plan of reasonable measures to avoid and minimize impacts to aquatic resources)
NWP 37
N%T 38 (must include a delineation of affected special aquatic sites, inchbding wetlands)
For activities that may be authorized by the above listed nationwide permits that require notification, the
applicant shall not begin work
a. Until notified that the work may proceed under the nationwide permit with any special conditions imposed by
the District Engineer, or..
b. If notified that an individual permit may be required, or
c. Unless 30 days (calendar) have passed from the time a complete notification is received by the District Engineer
and no notice has been received from the District Engineer, and required state approvals have been obtained.
Required state approvals include: 1) a Section 401 water quality certification if authorization is requested for a
discharge of dredged or fill material, and 2) an approved coastal zone management consistency determination if
the activity will affect the coastal am&.
Use of NWP 12 also requires notification to the District Engineer, but work may not begin until written
concurrence is received from the District Engineer. The time p ods described above do not apply.
Furthermore, requirements to notify the U.S. Fish and Wildlife Service (USFWS), the National Marine
Fisheries Service (NMFS), and the State Historic Preservation Office (SHPO), as indicated below and on the
notification form, do not apply.
B. APPLICATION TO DEM FOR NATIONWIDE PERMIT SECTION 401 CERTIFICATION.
Certain nationwide permits require an aapppplication to DEM in order to obtain Section 401 water quality certification.
They are NWP 6, NWP 12, NWP 15, NWP 16, NWP 17, NWP 21, NWP 33, NWP 34, NWP 38, and NWP 40.
Certain nationwide permits were issued general certifications and require no application. They are NWP 3, NWP 4,
NWP 5. NWP 7, NWP 20, NWP 22, NWP 23 (requires notification to DEM), NWP 25, NWP 27, NWP 32, NWP 36,
and NWP 37.
The following nationwide permits were issued general certifications k'it' oai limited activities: NWP 13 (for projects
less than 500 feet in length), NWP 14 (for projects that impact waters ZYT, NWP 18 (for projects with less than 10
cubic yards of fill in waters only), and NWP 26 (for projects tuft less elm or equal to one-third acre fill of waters or
wetlands). Projects that do not meet these criteria require appAcadm for Section 401 water quality certifications.
(. NOI'll"P`ATION/APPLICA'I ION PROCEDURES.
I he attached form should be used to obtain approval from the Corps of Engineers and/or the N.C. Division of
Environmental Management as specified above. The petntittee should matte sure that all necessary information is
provided in order to avoid delays. One copy of the completed foffn is required by the Corps of Engineers and seven
copies are required by DEM. Plans and maps must be on 8 112 x I l inch paper.
Elldanggered species requirement: For Corps of Engineers notifications only, applicants must notify the U.S. Fish and
Wildlife Service and/or the National Marine Fisheries Service regarding the presence of endangered species that may
be affected by the proposed project.
U.S. FISH AND WILDLIFE SERVICE
RALEIGH FIELD OFFICE
P.O. Box 33726
Raleigh, NC 27636-3726
Telephone [phone]
NATIONAL MARINE FISHERIES SERVICE
HABITAT CONSERVATION DIVISION
Pivers Island
Beaufort, NC 28316
Telephone [phone]
Historic resources requirement: For Corps of Engineers notifications only, aapppplicants must notify the State. Historic
Preservation Office regarding the presence of historic properties that may be a> ected by the proposed project.
STATE HISTORIC PRESERVATION OFFICE
N.C. DIVISION OF ARCHIVES AND HISTORY
109 East Jones Street
Raleigh, NC 27601
Telephone [phone]
Information obtained from these agencies should be forwarded to the Corps.
DF%l1D: ACTION ID:
N,iiion" idc Permit Requested (Provide Nationwide Permit #): -„
JOINT FORM FOR
Nationwide permits that require 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 ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. Boy. 29535
Raleigh, NC 27626-0535
ATTN: MR. iOHN DORNEY
Telephone [phone]
ONE (1) COPY OF TIES COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: 1?/. P.+ti?« ??'t ____ ____._
2. Owners Address: _EQ &Je nd(:C- ,!_s 0 Al. e, ZB90/
3. Owners Phone Number (liome):
(Work):
4. If Applicable: Agent's name or responsible corporate official, address, phone number:
_5. Location of work (MUST ATTACH MAP). County: flfdzzirl
Nearest Town or City: .C`ra? /,',a
Specific Location (Include road numbers, landmarks, etc.): Z &?z? le- eLIC2_
t,. Name of Closest Stream(River:
River Basin:.__d.: i4fle Tee
/ ---
8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? Y .S K N(? ( 1
9. Have any Section 404 permits been previously requested for use on thin property? YES [) NO (j
If yes, explain..
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project
11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project:
Filled: - O 00 4.
Drained: - --- -
Flooded: -
Excavated: r -
Total Impacted: O ??n? Ar- ----
1 Description of proposed work (Attach PLANS-8 112" X 11" drawings only):
13. Purpose of proposed work: ttG,AgA [ ,aasi(e. --!rd2/bb.3 ri,er4 G aZ
A e-- o.' c SP! 14 1111_iB11,12/ dm&lt? ? ° .r Gb`_ wf V(O. : s,
14. State reasons why the applicant believes that
taken to minimize wetland impacts. A//7 i[_;
must be carriedyut in wetlands. Also, note measures
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence or any Federall y listed or proposed for listing endangered or threatened species or critical
hahitat in the permit area that may be affected by the proposed project. Have you done so? YES K NO[
]
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 pQ NO[ ]
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
1 ?. Additional information required by DEM:
A. Wetland delineation trap 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 copy.
E. What is land use of surrounding property? .Ctna/?xr,rt k.Aa
F. If applicable, what is proposed method of sewage disposal?
r X&Z _l,3
wner's gitaWtt Date

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RANKLIN AND VICINITY

MACON
R? 1 _ PETE -M--- ROAD
S. R.
ERQLL^ 5R-1653-0+00 TO 15+00 E.O. P.
AQITi??
?\?EMENT
-r- n r1 r rD A v f- ri

1663
6.972122
x
x.
P ROLES TO BF Pv! 0 V E D 4
-
T POLES TO BE MOVE D
W Wi UTH 4s1 -
50/
SCALE DATE 3--30--92
R
I

5v00 5+00
S' AGE BUILDI?
I
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HAROLD J. 6 NONTIEZ JENNIN
RT. 4 BOX 287 I
GRAY, GA. 31032
(3)

'L 2.+03 3?:
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Cr_ 1+93
00 30" CMP ' ?
i
?D
0
LOUISE BUTLER {
2689 CLINTONVILLE RD. O
PARIS, KY. 40361
b10
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- 4 5'
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EARL KEENER
91 CLARKS CHAPEL RD.
FRANKLIN, N. C. 28734
(4)
PL
WITH 30" CNPI
DONALD & BARBARA D. LAKEY
3 LONG RD.
FRANKLIN, N. C. 28734
(2)
PI.
>L
10+00'w - ""10-+00
1FRA-MED SHED --> _ J IL
FT. BRANCH
I?
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WM. J. JENNINGS '
31 HUNNICUT RD.
FRANKLIN, N. C. 28734'
(5)
? 11
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6+70
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I WM. C. & DORI S J. LOBECK
P. 0. BOX 2
FRANKLIN, N. C. 28734
I (6)
7+65 P]
2 FT.BBANCH?
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18" CMP
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2 FT. BRANCH I
5+00 15+00
REPLACE WITH 24"
(4)
15 + o0 I :Z) 1 1 15+00
G0
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CMP
I I REPLACE WITH 18'
GEORGE E. A DEVANNAH C. LONG A0- NCRETEb
40 LONG RD. u ,; 0 o e p (9)
FRANKLIN, N. C. 28734
I I
(9)
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T, 13+05 13+05 PL
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3 QO I ?' GILMER BREEDLOVE
29 LONG ROAD
I OO
FRANKLIN, N. C. 28734
TERRELL R. & MARX LOUISE ROPER D?
P. 0. BOX 51
FRANKLIN, N. C. 28734 0 (8)
(7)

¢I
10+00 I
L
10+10
10+00
PI.
EROSION CONTROL
DETAILS AND
SPECIFICATIONS
Symbol Em
245.03
245.05
893.01
890.05
245.01
245.02
892.04
895.10
892.01
892.02
897.01
894.01
245.04
896.01
896.02
Temporary Silt Ditch TSo ___ VI - 2
Temporary Diversion .,--• -••- ......... M .ro ...... *_ _-_ VI 4
orary Silt Fence
Tem V1-6
-
p
...... 1H - --------
Temporary Slope Drain with Earth Berm
.......... _?- 4 V1-8
-----
Silt Basin Type A •......••-...,. __-- VI -10
Silt Basin Type B ................ M --- VI -12
Temporary Rock Silt Check Type-A ........ .. ----------- VI -14
Temporary Rock Silt Check Type-B ..---.,- ---,* ------------ VI -16
Temporary Rock Sediment Dam Type-A ............ __- VI -18
Temporary Rock Sediment Dam Type-B --- ® ------------ VI - 20
Rock Pipe Inlet Protection
..................... ........... __ Vi - 22
Rock Silt Screen .................................... ..... 3 u
------------ VI - 24
Stilling Basin ........................................ ............ .. fn7 VI - 26
Rock Inlet Protection;
Type A ..............................
Type B ...............................
A [] --OR •- A ) ----- VI - 30
B [3-• OR •- B ) ----- VI - 32
C [3-- OR • C) --__ VI - 34
896.03 Type C ................................
VI- I
March, 1993
Tf= MPOP11RY FPOS ION CONTI- OL _SYM«OL
TEMP STONE DITCH CHECK
/,'OCK. SILT CHECK DAM
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Proposed Row] ......
Conr.rul of Access 1,1110........... --- ----
S1ope Stnkc Line .............. .
B r i d I; c .......................... .. :_.;
Culver .. . . . . . . . . . . . . . . . . . . . . . . . . . --
Wood
or' elegra[)h Pole ......... •?: ?i;; ..o-
Tower- Pole and Line ...... ..........
Power role ......................... ...LiT 0 IPIWi, e)
Easemea Lime ...................... - - _ _= -
Nfowin-'y Unlit ....................... -.--
Guard Rail .........................
Sanitary Sewer Line .................
Water Line ......................... - --+ r-- - ; I--
Gas Lind ...........................
Chain Link Fence ................... -? ?- -?--- ??-
wove!] Wire Fence .................. -.U--?a-- -0-----?--
Regeneration ........................
Reforestation
'I'cml)orar'v Silt Ditch I:>:? ----'rsrr
Te m p o r m-Y i It I' C r1 c_ e ................ --}-T-- - I I r------i t 7--
Temporary Slope Drain ..............
Drus1.1 f??trrir.r' ....................... rr:?_';•?:%`?_? `:-:'_
Silt Check Dam 'type A ...............
Silt Check Dam Type B ................
Silt Basin Type A .................... ` •
Silt B .................... r' .
asin Type B
A?,zclc Silt Check I)ani ................. - = -
2' a t-t h Berm ......................... --0...._ 1. _+ •_._. .. _?
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TEMPORARY SILT DI'rcH:
TSD
A temporary silt ditch shall be used in place of silt fence in many situations.
Temporary silt ditches shall be used at the toe of fill slopes to divert runoff into
sediment basins, temporary rock sediment dams, temporary rock silt checks and/or
other sedimentation control measures. Temporary silt ditches are approximately 1
ft. deep, 2:1 side slopes with an optional earth berm.
AREAS OF USE:
• Toe of fill slopes where fill exceeds 3 ft in vertical height.
• Along streams to intercept flow and/or divert to a controlled outlet.
VI-2 March, 1993

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VI-3 March, 1.993
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TEMPORARY SILT 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. The silt fence reduces the water flow while
retaining the sediment. They may also be used to divert water flow 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 = 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 CRrrERIA:
Material With Wire Mthout Wire
Fabric Type 3 Class A Type 3 Class B
Steel posts length 5 ft 5 ft.
Post spacing 10 ft. 6 ft. maximum
VI-6 March, 1993
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VI-7 March, 1993
TEMPORARY ROCK SILT CHECK TYPE-B:
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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 CRITERIA:
Center of rock silt check shall be at least 1
(top of channel sides)
The spacing (ft.) = (3 / % of ditch grade) X
VI-16
foot lower than the outer edges
100 ft.
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VI-17 March, 1993
ROCK 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)
VI-24 March, 1993
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VI-25 March, 1993