19980314 Ver 1_Complete File_19980413

BOONE DISTRICT OFFICE
POST OFFICE BOX 1460
BOONE, NC 28607
April 3, 1998
`'?, ? APR I `? 199g

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT, JR. DIVISION OF HIGHWAYS E. NORMS ToLsoN
GOVERNOR SECRETARY
Mr. Steve Chapin
U.S. Army Corps of Engineers
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
Dear Mr. Chapin:
The N. C. Department of Transportation is proposing to grade, drain, base, and
pave SR 1718, Deal Mill Road, in Caldwell County when the necessary permits are
obtained. This project will require installation of a 48" CMP which carries an unnamed
tributary to Pilot Branch. Also, within the vicinity of the above mentioned pipe, there will
be some fill material placed in a possible wetland area. Pilot Branch has the DEM
classification, C. Due to the proposed work, we are requesting a 404 Nationwide
Permit.
I am sending a joint application form, typical roadway section, straight line sketch
with proposed erosion control, general notes on erosion control, notes on pipe
installation, and a marked county map.
By copy of this letter, I am requesting Mr. Joe Mickey, Western Piedmont Region
Coordinator, to comment directly to you concerning the 404 Nationwide Permit request.
Also, by copy of this letter, I am requesting a 401 Water Quality Certification from
the Division of Environmental Management for this project.
We would like to begin construction when the necessary permits are obtained. If
addition information is required, please let me know. Your early review and
consideration will be greatly appreciated.
Yours truly,
W1V=D';3r -9-04-r
Martin L. Bolick
District Engineer

j Page 2
Mr. Steve Chapin
SR 1718, Deal Mill Road
April 3, 1998
MLB/MLM:mm
Enclosures
i
cc: Mr. Joe Mickey, Western Piedmont Region Coordinator, NCWRC
Mr. Richard Phillips, P.E., Regional Engineer, DEHNR
Mr. Eric Galamb, Water Quality Certification Unit, DEM
Ms. Renee Gledhill-Earley, Environmental Review Coordinator, NCDCR
Mr. W.E. Hoke, P.E., Division 11 Engineer
Mr. Neil Trivette, Area Roadside Environmental Engineer
Mr. Kelly Winkler, County Maintenance Engineer
DtM I.r.:
COR:'$ ACTTON =D=
NRT10K41D£ VZFUMJT REQUr!=n (FROYIr? NATIONrW-_'DE PE'rtMIT 4) :
PRE-CONSTRUCTION NO'T'IFICATION APPLICATION
FOR NATIOlKWIDE THAT REQUIRE:
1) NOT:FTc)kTl oN To ^_Eh. CORPS or ENGINEERS
2) APPLICATION FCR SECTION 401 CERTIFICATION
3) COORDINATION Wl-"E T= NC DIV131CIT OF COXSTAL 2ANAGln-MNT
SEND THE CRZGINA- ANI) (L) COPT OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OF--ICE OF r% CORPS OF ENGINEERS (SEE ACENCY A?]DRE5S£S SfEET) ScVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTP.L M_A14,GEMENT
(SEE AGENCY ADDRESSE SFE£T) PLEA? S PRINT.
i . OWNERS NAMIE : A/ C Df_pe,,,-Am. ? OT -rl?ta nse,4v 6rj
2. MAILING ADDRESS: A6o 13oon.?? NL Z8&o?
SUBDIV'SIOV NP,%E: A11A
CITY: 800NE STATE:
/JG ZIP CODE:
z8(or)
PROJ8CT LOCATION ADDRESS, INCLUDING SUBDIV1310N N%ME (rF DIFFERENT FROM
II
l M1
MAILING ADDRESS ABOVE) .
.SR 171 Dea

3. . TELEPHONE NUMBER (HCME) : (WORK} : (Sz8) Z?S s3?10
4. IF APPLICABLE: AGE14-IS NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: IY?A?-?`1 L, ?oll'-V , P.O. 3o,c /ybo Boone /VC. Z$1o07
5, LOCATION OF 'FORK (PROVIDE A 2?.AP, PREFERABLY A COPY Or USGS TOPOGRAPHIC
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cp°CI F IC LOCATION (INCLUDE R010
s R ?171 ?, Dr?? 'f't?, l\ Ror,?
tr:NSERS, ETC):
Ir`l?LILaR
6. ?MPACTED OR NEAREST STREAM/RIVER: r 110 d?rAnC?
RIVER BASIN: C.AA,?bo-
7z. IS PRoJEC= LOCATED tlEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUAT_.ITY WATERS (HQ;;) , OUTSTANDING RESOURCE WATERS' (ORW) , WATER
SUPPLY (WS-I OR WS-IT) ? YES ( J NO V+ IF -YES, :EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORT-4 CARvL1. DIVISION O: COASTAL
V-zUNAGEMENT AREA OF EINy RONMENTA.L CONCERN (ATC) ? YES l J NO [7?1-
7c. Ii THE eRCJECT IS LOCATED :WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COPS P COUNTIES) , WHAT-1-15 THE LrL D USE PLAN (LUP) DESIGNATION?
N )A-
$a. HAVE. A*1Y SECTION 404 PERiITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES ( ) NO (? IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND `,NY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL ?ERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES } NO ( j IF YES,. DESCRIHr ANTICIPATED WORK:

r? ?
Jul C DOY ?
l
r-e
Y`?o.,Y,?enar t?n;? wi 11 ? a
,r erm i'+
40 inS4u c` new s`Tregr,\ crossin g o,?- S7J? l?7-i9S for fh?`s ?rbl)PGT,
?e-ro.??s ?? ??s .. s-??arr crDSSln llAv? ntTT . err\ arm leT?i _.

9a.-: ESTIMATED TOTAL. NUMBER OF -ACRES IN TRACT. Of. LAND: ACRPS
9b- ESTIMATED` TOTAL NUMBER 0 ACRES. OF- WETLAND5 LOCATED ON -PROJECT SITE__i
O, ZS&R FS

2
108, NUMBER OF ACRES OF o1ZTLANCS !XPACTED BY THE PROFCSED PROJECT- BY:
FILLING: Z5 _ EXCAVATION:
FLOODING: OTHER:
TOTAL, ACRES TO 1;Z IMPACTED! C?, z s
DRAINAGE:
10b. (1) STREAM CHY,.NNEL TO BE IMPACTED BY THE PROPOSED PR07ECT (1 `'
RELOCATED, PROVIDE DISTANCE BOTN BEFORE AoVD AFTER RELOCATION)
LENGTH DEFORE.: n/I?? FT AFTER: NIA
WIDTH BEFORE (based on ncrmal. high water contours): Nh4 _ FT
WIDTH AFTER: NI?1` F:
AVERAGE DEPTH BEFORE: r,/ FT AFTER: N e t
(2) S^p=,.NV CHANNEL IMPACTS TLL ?E5ULT FROM: (C;:FCK ALL THAT APPLY)
OPEN CHA_NL NE_. RELOCATION: ^?I?? PLACEMENT OF PIPS IN CHANNEL: 4/)A
CHANNEL EXCAVATION : ")A- •.CONSTRUCT.ION OF A DAIM/FLOODING: _
OTHER: NIA
11. IF CONSTRUCTION OF A POND IS PROPOSED,. WHAT THE SIZE OF THE
WATERSHED DRAINING TC THE POND? f
K AT IS THE EXPECTED POND SURFACE AREA?
12. DZSCRIPTION Off' PROPOSED 16ORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO SE U5c:[) .(ATTACH PTANS: 8 1/2" X 11 DFLAWINGS
ONLY)
:rnsA-0,` l C\ CA ew q8 ftCm p on nei,) Jocu 4r%) ed- .S7;4 ZS ?&a-
13 ... PURPOSE OF. PROPOSED WORK: ???S bJV ?K lS Qar+ G' ,2Yp?PL+"
ra e roe U ` n a?^e .SR /W6 De4 f . /y )
3
14. STATE RE450':5 WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
( r
OUT IN WETLANDS, (IN t CLUDE AN' MEASURES TAKEN T/ INIHI Z /?T IF -Ilk
IMPACTS) : Th s e 7?
n r IJ Y oo cx ?GCA?Ory?r ?i e erW li)rn Cpr?-7r01 Mc--l- f SnOwl 1
r e tic_ erl L.J CHAAJS,
or. 5ar? Shou?? m????m17e -F-??
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USE14S) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF A:ti'Y FEDERALLY LISTED OR
FROPOSEu FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL F-Z'51TAT
IN THE PEER-SIT AREA Tu)kT MAY BE AFFECTED BY THE ROPOSED PROJECT. DATE
CONTACTED: r? FMS ?rca ON. (ATTACH RESPONSES
FROM THESE AGZNCIES.)
16. YOU ARE REQUIRED TC CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY. BE AFFECTED BY T 4 PROPCS ,D
(?1/ a J` is o )tcc. ^W.
PROSLCT.'DATE CONTACTED:
17. DOES THE PROJECT ?YVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) ' aI V+D?
YES 14, NO [] (IF NO, GO TO 1E)
3: IF YES, DOES THE PROJECT REQUIRE PREPAFJ~TION OF M ENVIRONMENTAL
DOCUMENT FORSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACTT 9Uc,Viriel AL hDn-mfA?C Cnc-}NOn vn)rC Itn",nimvrr_ ---
YES [ J NO [] Lr\ ?enck )s
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSv?
YES [ ] NO [ ] N?
IF ANSWER TO 17b TS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE A
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGE'SENT_REGARDING -? _
COMPLIANCE.WITH THE NORTH CAROLINn'ENVIRGNFZNTAL.POLICY ACT:=
QUESTIONS REGARDING THE STATE CLEARINGHOUSE- REVIEW PROCESS SHOULD BE F.
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH-
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA. 27603-8003, TELEPHONE [phone]:
4
18, THE FOLLOWING ITEXS SHOULD. BE INCLUDED WITH TH:S APPLICATION IF
PROPOSED ACTIVITY INWOLVES THE. DISCHARGE OF EXCAJA'SED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STP.EANS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 39). ALL STREAMS (INTERMITTENT i,ND PEF.2LAN?,?i} ON THE PROPERTY
MUST BE SHOWN ON THE MIAP. MAP SCALES SHOULD BE 1 INCH EQUALS SJ FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
?MPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
IF APPLICABLE„ WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? '") -
I;l
y^ SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETL.ANCS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERXIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) , (IN THE TWENTY COASTAL COUNTIES ONLY) , A LET TER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
fl +I
PROGRAM..
v
OWNER'S/AGENT'S S 2G1S ATURE ".
DATE
(AGENT'S SIGNATURE. VALID. ONLY
IF AUTHORIZATION LETTER FROM '
THE OWNER IS PROVIDE) (18g. })='
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North Carolina Department of Transportation
Erosion and Sedimentation Control Plan
Project:(.? 3 7-s29 G (-, T Road: 5Z 1 -7 IS - t) County: Caldwell
Prepared by: -1,-, o ?- Date: 0 3 - 04 -9 l3
Approved by: Date: 3 -- q-56
? ? ?a
County Mainlennnce Engineer
Date: 3-26
District Engineer
Roadside Environmental Engineer
Std # Description Svmbol
1630.03 Temporary Silt Ditch=------------------------------ - TS D
1630.05 Temporary Diversion-----=------------------------------- ---T D
1605.01 Temporary Silt Fence----------------------------------- '?? t?? ?u-_?ii
1622,01 Temporay Slope Drnin--=---------------------------------- -_ '- '-
1630.01 Slit Basin Type-A----.-__------------------------------- --?0
1630.02 Silt Basin Type- B-------------=-------- =--------------------
1633.01 Temporary Rock Silt Check Type-A------------- -------
1633.02 Temporary Rock Silt Check Type-B-_--------- ------- - ??
1634.01 Temporary Rock Sediment Dam Type-A------------- M•• ,
MAN' Temporary Rock Sediment Dam Type-B---------- --
•
1635.01 Rock Pipe Inlet Sediment Trap Type-A-- ;
1635.42 Rock Pipe Inlet Sediment Trap Type-B ----------------
B
1636-01 Rock Silt Screen=-------------------•------- -----------
: Stilling Basin------------------------------------------E-1 I
flock Inlet Sediment Trap:
1632.01 Type-A-------- -----__--__--__-----_--------------- ---A 0 or A
1632.02 Type-B------------------------=--•--------- -r----------------8 0 or 8)
1632.03 Type-C-------------------=-------------- -- - CO or C)
RR
$68.01 Itip Rap----------------- --------
Pipe Outlet Energy Disipator---- ----------------_- • =:.
Ditch Liner-----------------•----------------------------
Pipe Outlet or Inlet Stabilization------------ ---- d
NOTE: Silt Basin Type B: 3'z3'by 6' long unless otherwise noted by Engineer

GENERAL NOTES ON EROSION CONTROL
Silt Basin Type B's will be constructed to the dimension of six feet by three feet by
three feet unless otherwise noted on the plans.
Generally, the order of installation of the erosion control measures will be as follows:
Temporary Silt Basins shall be installed before clearing ando
grubbing begins.
Silt Fences and Temporary Silt Ditches shall be installed as soon
as ditchline is established.
Temporary Stone Ditch Checks shall be installed as soon as soon as
ditchline is established.
Pipe Outlet and Inlet Protection will be done as soon as pipe is installed.
Seeding and Other Permanent Erosion Control Measures are to
be implemented as soon as practical.
Temporary Rock Silt Checks (Type B) will be spaced as required by percent of grade
as Described on page VI-16 in the Erosion and Sedimentation Control Guidelines.
No. 5 Stone, or equivalent, will be used in conjunction with Temporary Rock Silt Check
Type-B in location where water is leaving the project or entering pipe.
Where the plan calls for a rip-rap lined ditch to be installed, temporary silt basins and
rock check dams will be constructed and maintained until the final rip-rap lined ditch
can be constructed.
PIPE INSTALLATION NOTES
1) Install erosion control devices. In streams, where necessary, rock
silt screens will be used.
2) Remove material and existing pipe while limiting, as much as
possible, material and sediment from entering the stream and/or
escaping from project.
3) Prepare pipe foundation while again taking care to limit, as much
as possible, material and sediment from entering the stream and/or
escaping from project. Where possible, new grade will be below
existing streambed. If needed, bedding material will be clean
stone.
4) Place the new pipe and compact backfill.
5) Install slope protection on outlet and inlet ends of pipe. Also
complete installation of erosion control measures and perform
maintenance as needed on existing measures.
6) Establish permanent vegetation as soon as possible.
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