20001240 Ver 1_COMPLETE FILE_20000926

OF W ATFR Michael F_ Easley
?0? p0 Governor
C? William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 19, 2001
DWQ# 00-1240
Davie County
William F. Junker
360 Blaise Church Road
Mocksville, NC, 27028
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Junker:
You have our approval, in accordance with the attached conditions and the condition listed below, to place fill in 149 linear feet of
streams in order to construct a road crossing for the Theodore Drive Extension project in Davie County, as you described in your
application received by the Division of Water Quality on September 26, 2000 and in revised plans received April 10, 2001. After
reviewing your application, we have determined that this fill is covered by General Water Quality Certification Number 3289 or 3287. This
Certification allows you to use Nationwide Permit Number 14 or 39 when it is issued by the U.S. Army 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, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404
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 for a new certification. If the property is sold, the new owner must be
given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. 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 and the additional condition listed below.
1. Placement of the culvert must be below the elevation of the streambed to allow for low flow passage of water and aquatic life.
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 919-733-9646.
Sin erely,
. Steve s
Attachment
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
John Grey, P.O. Box 9, Mocksville, NC, 27028
001240
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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04/09/2001 13:39 FAX [phone] GREY COMPANIES
GREY
ENGINEERING, INC.
E N V I R n N 1 E N T n 1. A N r) C. I V 1 1 I) E S 1 C.
h
4/9/01
Mr. John Thomas
US Army Corps of Engineers
6508 Falls of The Neuse Road, Suite 120
Raleigh, NC 27615
Via fax to: 919-876-5823
Re: Previously Issued NWP 14 (action ID 200021945)
DWQ file # 00-1240 0,-\ V
Theodore Drive Extension
Dear Mr. Thomas:
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The Theodore Drive Roadway extension has been redesigned to reduce wetland disturbance-
Endwalls have been added so that the new design impacts less that 150 If., and the culvert is
recessed below the existing watercourse to promote movement of aquatic wildlife-
Attached are 81 /2" x 11" exhibits showing the new design-
No future wetlands impacts are expected for the project-
Please reissue the existing NWP 14 as en NWP 39 per our telephone conversation today.
Thank you for you help in this matter-
Very Truly Yours,
Grey Engin ing. Inc.
John C, Grey, Jr., PE
President
Attachments
CC- John Dorney (Fax: [phone] large scale drawings sent by USPS)
Jennifer Frye (Fax. [phone] large scale drawings sent by USPS)
P.i). Hox 9 9 Mocksville. N(: 27028 • Phone; (336) 7512110 • Fax: [phone] • www.greyengineerinb.com

04/09/2001 13:39 FAX [phone]
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GREY ENGINEERING, INC. TOWN O F M O C K I LLE
Civil Ooiign and Surrayiny
PA). Dom 9 Mock"lle, N.C. 27028
groyenginewing.com (JM)751-2110 THEODORE DR. EXT. SHEET
ORAM 11y; G_ RULLARD PROJ. NO.: 102.103.172 STREAM CROSSING
11- DESIGN BY. G. BULLARb DATE 4/6101 OF 1
1
November 13, 2000
Certified Mail: 7099 3220 0006 8502 5141
Return Receipt Requested
Mr. William F. Junker
360 Blaise Church Road
Mocksville, NC 27028
SUBJECT: Theodore Drive Extension
DWQ Project # 00 1240
Davie County
Dear Mr. Junket-:
On October 16, 2000, this Office sent a written request to you for additional
information for the proposed activities at the subject property. To date, we have not
received this required information and will continue to place your project on hold.
Please notify this Office, in writing, if you wish to continue this project or withdraw
your application. We are requesting (by copy of this letter) that the U.S. Army Corps
of Engineers continue to place your project on administrative hold.
If you have any questions regarding this matter, please contact Mrs. Jennifer
Frye or me at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. John Grey, Grey Engineering, Inc., PO Box 9, Mocksville, NC 27028
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
letters

Subject: letters
Date: Mon, 13 Nov 2000 09:49:16 -0500
From: Jennifer Frye <[e-mail]>
Organization: NC DENR Water Quality
To: "cyndi.karoly" <[e-mail]>
Hey Cyndi,
Hope you had a great weekend. Jonathan and I went to the Canes game
yesterday on the spur of the moment - kick ass game! Although, I think
I got your cold and I am feeling pretty awful today.
Anyway, I am sending a "still on hold" letter for project 00 1240,
Theodore Drive Ext., Davie Co. - They are over their 3 week deadline.
Letter attached. Next, I have prepared a On Hold letter for Carefree
Cove - the stream restoration part of the project- I just need a the new
DWQ #. ( I believe that we had talked about splitting the projects:
road crossing is 00 1332).
Take care,
Jennifer
Jennifer Serafin Frye
Division of Water Quality
NC Department of Environment and Natural Resources
Winston-Salem Regional Office
Winston-Salem, NC 27107
Voice: 336-771-4608 ext. 275 Fax: [phone]
Name: 001240SOH.doc
001240SOH.doc Type: Microsoft Word Document (application/msword)
Encoding: base64
Download Status: Not downloaded with message
101,1 11/13/00 10:39 AM
October 16, 2000
Certified Mail 7099 3220 0006 8502 5110
Return Receipt Requested
William F. Junker
360 Blaise Church Road
Mocksville, NC 27028
SUBJECT: Request for Additional Information
Theodore Drive Extension
DWQ Project #00 1240
Davie County
Dear Mr. Junker:
The Division of Water Quality has reviewed your plans for the discharge of fill
material into approximately 200 linear feet of an Unnamed Tributary to Bear Creek,
Class C waters, Yadkin-Pee Dee River Basin, in Davie County for the purpose of
commercial development. Insufficient evidence is present in our files to conclude that
your project must be built as planned in waters and/or wetlands in accordance with
15A NCAC 2H.0506. Therefore, unless modifications of the proposal are made as
described below, we will have to move toward denial of your 401 Certification as
required by 15A NCAC 2H.0507(e) and will place this project on hold as incomplete
until we receive this additional information. We are requesting (by copy of this letter)
that the U. S. Army Corps of Engineers place your project on administrative hold.
(1) Please provide us with information supporting your position that states
your project must be constructed as planned and that you have no
practicable alternative to placing fill in these waters and/or wetlands.
Documentation such as maps, narratives, economic analyses, that you
can supply to address alternative designs for your project may be
helpful in our review of your 401 Certification request.
(2) Please provide documentation detailing your position that the project
has been designed such that adverse impacts to surface waters have
been minimized and existing uses have been protected to the best of
your ability.
l
William Junker
Page 2
(3) The project will also require compensatory mitigation as described in
15A NCAC 2H.0506(h). Your mitigation proposal is insufficient since
none was proposed. If it were possible to construct the road crossing
with less than 150 linear feet of impact, compensatory mitigation would
not be required.
(4) A Division-approved stormwater management plan may be necessary
for this project. Please contact Mr. Todd St. John of the Central
401/Wetlands Unit at [phone] or [e-mail] to
determine if this information will be required.
Please respond within three weeks of the date of this letter by sending one
copy of this information to me and one copy to John R. Dorney, 4401 Reedy
Creek Road, Raleigh, NC 27607. If we do not hear from you in three weeks, we will
assume that you no longer want to pursue this project and we will consider the project
as withdrawn. If you have any questions regarding this matter, please contact Mrs.
Jennifer Frye or myself at [phone].
Sincerely,
Larry D. Coble
WQ Regional Supervisor
cc: Mr. John Grey, Grey Engineering, Inc., PO Box 9, Mocksville, NC 27028
Raleigh Field Office, US Army Corps of Engineers
Wilmington Office, US Army Corps of Engineers
Wetlands/401 Unit Central Office
Central Files
WSRO
®O 1 O Theodore Drive Roadway,Extension
l,r SEP ?1 i l 4V?
Project Description
Mr. William Junker owns and is developing Davie Industrial Park located in Mocksville, NC. The
park is located along the right of way of 1-40 just west of its intersection with US Hwy 601 in Davie
County. Further development of the park requires the extension of Theodore Drive over an
unnamed tributary to Bear Creek in the South Yadkin Drainage basin. See attached copy from
USGS Quad " Mocksville".
The stream channel may be jurisdictional. However, other wetlands are not immediately obvious.
The drainage area above the culvert is approximately 320 acres. The 78" culvert itself is planned
to be 150 feet long with inlet protection consisting of rip-rap over fabric 12 feet long. Outlet
protection consists of gabions over fabric 14' long. The total impacted length is approximately
200'. Anti-seepage collars will be installed around the culvert and the culvert invert will be set 16"
below the existing stream invert per the Culvert Profile attached.
Contents of Application Package:
Application
USGS vicinity map
Construction Drawing Vicinity Map
Plan View from Construction Drawing
Notes from Construction Drawing Plan View
Profile of Culvert from Construction Drawings

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001240
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION To TSE CORPS OF ENGriNZERS
Z) APp1•YCATIoN FOR SECTION 401 CERTIFYCATXON
3) COORDINATION WITA THE NC DIVISION OF COASTAL MUMGF.MENT
SEND THE ORIGINAL AND (I.) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE M.
1. OWNERS NAME: WILLIAM P. J"LLWV-ER
2. MAILING ADDRESS: 60 -3L415E CAL4&Ck ROAD
SUBDIVISION NAME:
CITY: MOCKSVILLE STATE: NC ZIP CODE: 27OZ-8
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
Tt}EOUoRE •URiVE- EXTEN5104
3. TELEPHONE NUMBER (HOME) : 336-151-651-8 (WORK) : 3310-16 1- 2317
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
J'oNnl C,Ray yRtl En4yjnlEE9iN(,,=^1C. P•0.4oX q HOCK5?11LLE NC 27028
334-751-Z.IIO (Phone) 33?--151-(e3y8 (Fax)
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE): MOGKSVILLE
COUNTY: "DAVIE NEAREST TOWN OR CITY: •
-CEO-Do9-E -DR%'JL SPECIFIC LOCATION (INCLUDE ROAD
Z-y0 To r+wy GOB 0, NOQTA oil ?Awy 60i
NUMBERS, LANDMARKS, ETC.):
LEFT' 00 'BLAISE, C-NuRCN 2oAD, fL%4Nr or.3 -riAEOUoCLE DQ?VE,
6. IMPACTED OR NEAREST STREAM/RIVER: LLOWAMED TlZ%GLtTA(L T'O -B&AR CREEK
RIVER BASIN: 50uT14 yADKIN
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER
(SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORR), WATER
SUPPLY (WS--I OR WS-II)? YES [ ) NO [vl' IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES [ ) NO [?),
7C. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR
LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
rJ O
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ) NO (.,4' IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS 'PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES [ ) NO [-f IF YES, DESCRIBE ANTICIPATED WORK: _
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: NIA ROAD C2°SS?nt
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
5TQ£ M cv4AVAKILL On1L
2
10a. NUMBER OF ACRES OF WETLANDS YMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING:
OTHER: CtA1,vE0,-r ? EROSION COaTRo1. 200' X 10' *-
0.05
DRAINAGE: TOTAL ACRES TO BE XMPACTED:
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (XF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AMD AFTER RELOCAMR)
LENGTH BEFORE: 1ST AFTER: 150
SI
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER: (e IJ1 t
AVERAGE DEPTH BEFORE: AFTER. FT
(2) SiRs.p.M CHAILNEx. YM ACTS WILL RESUL'i'-k_ROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: ?
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING: _
OTHER:
11. IF CONSTRUCTION OF A POND IS PROP A D, WHAT IS THE SIZE OF THE
WATERSHED DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA? WA
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF
MECHANICAL EQUIPMENT TO BE USED (ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
I ?y gTp ?.tr 1 8" C M P W ITN INLLT 4" ouTLET 'PAOTr:CTIOW
IN5TALL + REMOVE. TFMPORAR 'D JE.251Oa
13. PURPOSE OF PROPOSED WORK: 'KOADWA Ex7-E.a510r4 TO SFRVF. =r.1DU?5T21At-
-phR, ?L
3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MOST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS):
too OTN RLASor` r%r6L.E. ACCESS 7'0 PZoPFQTq
15. YOU'ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE.
(USFWS) AND/OR...?IATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES SHEET) REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR
PROPOSED FOR LISTING-ENDMGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA THAT •'MAY-BE-AFFECTED BY THE PROPOSED PROJECT. DATE
CONTACTED: (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE FMUTiMD-TO-CONT-ACT THE STATE HISTORIC _MSERVA' -14N_o.FFICER ?(!0 , r 1
(SHPO) (SEE AGENCY AD•_Bl'1Sj0S_.SHEET) -REGARDING THE PRESENCE OF HISTORIC , ? ? I? ?
PROPERTIES: 1-N-VTrIE PERMIT AREA 'WHICH MAY BE AFFECTED BY THE-PROPOSED
PROJECT. DATE CONTACTED:.
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [] NO • [M' (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES [) NO []
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ )
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING-THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
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 ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
G. 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?
EX159'iwq iwDu5rRtAL, ON EAST SIDE OG STREAM
"PRoPosBD IN?usrRiAL. on1W£5'r s ?Dt of Sr7??'?iM
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
f?-LAGLIC SF,WE.R- IIOWO OF MOCKSVILI.E
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
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 LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM.
OWNER'S/AGE SIGNATURE
- D O
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (189.))
5

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LETTER OF TRANSMITTAL,:
Date: September 25, 2000 GREY ENGII`EER,ING, INC
151 Industrial
Attention: Mr. John R. Dorney P. O. Box 9
To: NCDENR-Div. Of Water Quality Mocksville, NC 27028
4401 Reedy Creek Road Telephone [phone]
Raleigh, NC 27607 Fax: [phone]
Job # 102.10SD
Re: Theodore Drive Extension
WE ARE SENDING YOU: X Attached Under separate cover via
the following items: Copy of letter Shop drawings
Prints Plans Samples
Change order X Other
001240
uescn tlon
7 Sets of Documents
1 Check for $475.00 p
1 AYMENT
RECEIVE(
X As requested
For your use
X For approval
For review and comment
Resubmit copies for approval
Remarks:
COPY TO:
Approved as submitted
Approved as noted
Returned f. corrections
Return corrected prints
Submit copies for distribution
SIGNED Y 34-*? /S'-
If enclosures are not as noted, kindly notify us at once
LETTER OF TRANSMITTAL
Date:
Attention:
To:
Re
September 15, 2000,..
SE? ?
Mr. John Dorney
(!('! f
Division of Enviromental Management
North Carolina Department of
Enviroment, Health, and7Naturgl srourcis(,
4401 Reedy Creek Road
Raleigh, NC 27607
Theodore Drive Extension
WE ARE SENDING YOU:
the following items:
Prints
Change order
001240

GREY ENGINEERING, INC
151 Industrial Blvd.
P. O. Box 9
Mocksville, NC 27028
Telephone [phone]
Fax: [phone]
Job # 102.103SD
X Attached Under separate cover via
Copy of letter Shop drawings
X Plans Samples
X Other PAYMENT
RECEIVED
uescrl
7 Copies of Application
7 Copies of USGS Vicinity Map
7 Copies of Construction Drawing Vicinity Map
7 Copies of Plan View from Construction Drawing Plan View
7 Notes from Construction Drawing Plan View
7 Copies of Profile of Culvert from Construction Drawings
As requested
For your use
X For approval
For review and comment
Resubmit copies for approval
Remarks:
Approved as submitted
Approved as noted
Returned f. corrections
Return corrected prints
Submit copies for distribution
? `f vy.J
COPY TO: U.S. Corp, of Eng. SIGNED -'-7-
If enclosures are not as noted, kindly notify us at once
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~ IN EXISTING CHANNEL AT 80TH ENDS OF NEW PIPE. 1 v ! A ~ ~ ~ ,
- > ~E :E 1 , 1
~~~+E SAML r4~F uhf T~!E_ i F,I I ~ 'E ExTEN ~)N Fr !E:: - 2. BUILD TEMPORARY BYPASS CHANNEL WITH 4' WIDE BOTTOM ~ i,N~ tP ,~~;~,'E N~F~: r`~ AND t TO 1 SIDE SLOPES BY REMOVING WASTE IN AND ~ ~ - , ~
g AR N XI ~ ~ OU D E STING CHANNEL AND FILLING IN AS NEEDED IN r ~ 1 , , -
B~_ F+ ~"~'~~~,~f :r~ Wii_i ",'HaE"~ = . ~N'~~ ~ 'I~)N EN'RaN~ t ORDER TO BUILD A 4 FOOT HIGH AND STABLE TEMPORARY ~ EE IN~,T%Li.l, iNDEi- ~iH Ai~.~~N(b ,F~~~ PI? F ~ ~ ,E BYPASS CHANNEL, PROVIDE TWO(S) ROWS OF NAG C350 'i ,t I ,
~ ~ THE ENTIRE LENGTH OF TEMPORARY CHANNEL. CONNECT
~ ~ 4F'-~c , ~,H,,~AN T5i[,E i~+E 'rr ~E: rPE [ ~ '~E Ex'E ,N TEMPORARY CHANNEL TO EXISTING 48" CMP. SEE SOIL o ~ PE JE;- ~ ~N THIS DFAWIN~~ WI, ~ Pr ~ ~ E FEG , tP "~±E COMPACTION NOTES ON PROFILE OF CULVERT. ~ ~ -2 r
~ ~ a T~ ANT ~ L _~T'Jf A~ F r r''_' lE = T ~i=E ' ~ti-_ N . .a - r
~ .~P.E F`L a:~, , r~~ AN~~~ ~E~HN~ ~ s,.r;. 3. 96"4 ALUMINIZED CORRUGATED STEEL PIPE WITH 3x1 ~ ~ ~ ~ vd ~ ~ ~ I.
CORRUGATIONS 0.168"(8 GAUGE), TYPE "B" COATING. 1 ~ .ALL FIELD CONNECTIONS SHALL BE SLEEVE GASKETS '
/ j WITH ROAD AND LUGG CONNECTORS, SEE PRGFILE ~ ; a ~d`' ~ ~,5~ 'A ,
~ ANp DETAILS 320 AC. OF DRAINAGE. ~ `i i~ ~v ~ 5 I ~
/ I ~i ~ 4 PROVIDE GABION AND RIPRAP ENDS AT HEADWALL n ~cr- ~y
~ SEE DETAILS _ ~ V ~ ~
S AFTER COMPLETION OF HEADWALLS AND GABION ENDS
REMOVE EXISTING 48" CMP, TEMPORARY NAG C350
MATTING AND TEMPORARY COFFER DAMS. CARO
. ~~.ti THEODORE DRIVE EXTENSION .9 ,
= EXISTIN PAN WITH G L 15407
INITIAL EROSION CONTROL DEVICES : ~
%~'y ~ SHEET ti ~ R~ ,
o so Aso 240 320 . ~ ENGINEERING, INC.
C i r
~f: 3 Li oI inn ~ _ _
I I 'i .

~ ~ f l ~ ' / 1 ` i j~ l t
i , I i ~ / ~ / ~
~ ? / ~ ~ ~ S1 ~ ~ < < '
~ ~
l ~ / i i {1!~ ~ w
y i 6 / ~ , /r i ? i ~ ~
r ~ / • / ~ / I ~ 1 ~ 1 ~ ~ ~i ~ ~ t ~ ~
r- ; d / r ~ ~i r ~ ~
~ / , _~l ~ ; , U / ~ ~ ~ GRdJE_? ~IMiT`~ ~ ~ ~ 2 ~ f ~ ~ Z
i , ~ ' ~ ~ i ~ ~ ~ ~ > ~ ~ F` i i i f 4 l ~ , i 1 ~ ly ~ ~ ~ ~ ~
~ ~ ~ . ~ ~ ~ W , ~ , y / I ~ t
R E ~ K JU , d, 1 l ~ r~ i - ~ l i f / ~ ~ - a / , ~ r ~ I~ i ~ ~ ~ ~
F / M IA ILA ~d
2 49 P , ~ _ 1 g ~ .~~~~1 0 \ ~ ~ ~ ~ i ° ~ - ti - X
/ 2 .B. D ? < , ~ ~ r , k ~ W / ~ ~ w A ~ /i ~ 3 F - ~ W ~ , ~ ~ ~ ~,v S
T C / TR A _r <<~ D Q Z _ , -r ~ . , ~ - ~ ~ ~
• ~ _ ~ 4 ~ I r ~ ~~r ~'")f E~ a i ~ Z © i t ~ ~ ~ ~,NE T ~E_ 0 f~ ~ ~ N,,NF F'. YI
i ~ ~ ~ 20't ? G , ~ ~ ~ ! ~ \ 30' RCP 246'L ~`r i MH2 24" RC
REMO ~ CMP ? ~ ~ ....ti , Z ~ „ , , , ~ ~ , ~ ~ • r.~
~ ~ OF EXIS ? 4 ~ ~ PROVIDE Y] ? / i ' _ W ~ -
_ r i tOP=772.4 ? 0 6 ~ ~ / / T i~ 1 / i ~ ! / ~ , ~•r RCP , I ~ ~ 1PE DR IN ~ ~ 24" RCP 42'L 14 ~
~ ~ ~ ~ ~ , OTE 5 N ~ 5 5 ~ ~ ~_I o w o
~1~'_ ~ r: r) 1i _ i ~ - SEE ? ~.4 , C- ~ F\ CSC E_~~ ~ ~a, ? .C" ~ , , ~ T R I _ W
i - ~ - ~ ' r~E ' sL~~FE DRAIN ~ 100 W ~ M ~i ~a. _ N~~ ~ 1 r,~. M i ~ P a ~ r- L.L.
i - _ _ - - ~ CMP - • ~ rn?l ~ +00
, ~ _ ~
j 8 MAIN ~ _=____=x~'- YI3 C ~ Is s _ - - ~ ING . ~ EN Ex RM - r pAl ~ - 00 RAIN ~ ~ *.?r~ SL ~ ' a ~ -I ~ _ 9}LORE R ~ ~ v Yl6 pAnN~ , ~ ~ li w ~ ~ ~ ~
M to _ r ~ to. E 5 _ _ _ S R 25 L N - - - 0 PE ~ _ _ ~ 25 STO ~ M" ' ~a JP~ A~.' ~ ~ + 1 i ~ C.T ~ ~..r (RODE L{A W ~ ~ O
0 24 ~,o ~ a 0 0 _ a-~ I ~ c' ~F ~ TOE ~ ~ ~
.B ~ - _ ~ , i 0 - - ~nN- 1 ~R~ kAIL- ~ 1 ~ A, I - ~
r- _ _ - ~ X~~t ''S ~F E~.S 49 - ~ ~ ~o Q PERT'( LINE ~ • ~ Q ~ c}
2 / , l
..~...-r ~ss~ ~ L ~ l I / ~ I cD W Z N ,NF L E A i ~ I ~ ~ ~ O I l i: ~ ~ Q Q
$,s$ T I r r-- r r~ r~~ ~ *gaaag3a~ ~ r~• r A~~w w J F-
f sass;sag- - ~ w~ lil ~ } 4+~0 ~,.~H^ EXIS? 3a _ a / - J H C3 ~ S 50 _ - . o .-7~' - ~ . - cM C3 ~ .r ~ ~T L~ , , / , V pRJ l l ~ , i i-
r ~ 3+00~ ,i,~.r- OVE E W_OFF rr^^ ~ V ~ / / / / / ~l.J ~ ~
~ r i r . r wAwE RE?~ ego ,I ~ / r ~ / /
2 r ~ ~ /'N - • • THEN ~ WATER ~
' NEW 12 R_~, - - I' } f l l l/ l l~ i'r, v ~ 11 / l ~ .i i ~ J~ ~
? / - ~ O ~ ~ /O/ / / r :U.,, ~
S i ~ h / ~ a ~ ~ ~ l^ l l l// I,
- - A~~ /J E S ~ / ~ / / , h { / / 7 I TURK 2~ I / ~ , / ^ / ~ ! ! - _ = - '
~ IVE ~ ~ D~ / D0 NOT U S _ _ ~ ~ a / / p { ! , - - ~
~ I ~ , ~ l EXIST EXIST. , / / / / / / i / / { / / n, /~unuu~'N
- ~ SEDI~ SEDIMENT ~ ~ ~ ~ ~ / / / ~ r ~ / IN ~ ~ ~ ! ~ / i / / ~ ~ / /O//
~ BASIf 1 BAS a ~ ~ / / , / / / / / ! / n / r r I ~ ~ 1.~ ~ / / / / { { 'i
R E IN TA Of~1 I I/ Z I r l ~ l ~ / I ~ / ~ / ~ / / , / SCALES: ,I ~ ~ ~ ii / l ill, ~ =4H R
NA 0 AR C ~ ~ / ~ 0 0
6 , 48 P ; 0~ g~ o ~ ~ ~ / ~ t / ~ ~ /
R Z E K .B ~I,. N D ~ U J F. r ~ / . , { / ~ / ~ / ~ ~ ~ ~ J i ~
AM ~I I~ 0 5
W P g~ 8 I ! ~ / ~ l ~ I { / / Il
18 .B ~ _ i I / / ~ / / / ~ / { / / { / / / / 1
0 O / I ~ l / r / / {1~~, ~ O / I j l l l l l l ~ .~I1 _ 1n ~ _ ~ ~ ~ i l ~ / l ~ .t
~s S '
W RK NOT S: .~o 400 '~o
~ , ~ PERFGRM ALL WGRh IN ~~i(lDANCE ~ ~ °o
WITH NcDOT APPNi`~iED TD PGAD ~r ~ ~
~aEUFICAT10N~ ~ ~ ~ ~ o r`
ST3 ~n,Di~ArE~~ i~ ~ q tV
11M NT TRAP #3, , - ~ tC ~ TAPERS _ TANEFS U, T- + , Q
SEE ERO~I~>N ~ ~ ~,~)N ROL ;CHEDU'~E~ ~ H W + N ~y . ~ .y II
U U O ~ ~ ~ p w
~ ,hUi~ ATE MATTING L1NINb- BW ~ _-1' - ~ ~ ~ w ! ~ VPI STA = 10+84.00 ~ ~ Q
800 ~ EXI=i-- PRrF~)SED - rrPE, R-R.,w, npE R >En _ VPI EL = 755.11 ~ ~ ! i I ~ ~ ~ i ~ + r I ~ ~ N
& Bi~TTOM WIDTH 1 = -5.0 X ~ I 00 ! ~ 7 9 II 65
A~ NEEDED zi zj - ~ I ~ I I _ II ~ - 9 w
-t 'MELT' INDICATE`, STC~ NC[iCl? CURVE LEN =400.00 ' ~ Q ~.,i Iw
?7 LUNG; :~UAC~RAIL ~NCNi~R UNIT WITH 3 OFF~ET ENG ~ ~ -48.02 ~ ,
~ _ ~ ~ ~ E 4.16 a _
795
~ ~ ,,f ~
~ I ~ i ~
~ ~ ~ ~ ~
L \ / 2 Q
0 I ~ I i Ox ; ~
0 3~~ ~ ' z
790 i ,
~ { i ~ LLz 7 5
- -o.sooz ~ h
- _ Q i ~ i TZ 1 f. :,y
~ ~ ~ ~W i S _ 1 ~ I ~ LL;
~ ~ f__ . _ iI / '1
/ ~ 78 5 I 1 / i~ i I I ~ 1 ~ .
0 0 it 1 ~ i~ l ~
750
~ N ~ m ~ VPI STA 1 +58.00 + ao + VPI STA = 4+34.00 1!_~---- ~ ~ ~ ~ti n
VPI EL = 789.26 ~ ~ a°0o I~ n VPI EL = 787,61 I~ ~~I
gt = 8.000 ~I u 1 = -0.600 6EN~_ ti ~ iu ~'v r,_~ ; ~ ~ ; EX!S~N~„ SLiiPE ~
Q g g2 = -0.600'i ~ ~ J g2 = -5.OOOX iii ~ i L__
780 ~ W CURVE LfN = 140.00 ~ ~ ~ w CURVE LEN = 300.00 ~t `r-- -
K = 16.28 v ~ K _ - 68.18 I~ ~ ,y i 74
E-1.50 E=1.65 ~ i ~ r1 ~ i
,r, ',tt_ ~_,tl' ~ ~ rt i
r f--- -
300' ' ~ i B~N~.n r ti ~ (X„ TiN
77 5 i -
` 740
rEM~ ~ rF'~,~~~:> raN~ ~
~_~NNECT~G ~Xi'..T f'!P4 `_~~EE NI-°~TE ~
In ~ I~ M t\ ~ ~ ~ N ~ ~ ~ r- ~t r- a0 I~ 0p t0 O
r ~ 00 ~ c(j . ~ ~ ~ ~ ~ ~ ~ ~ r- ~ ~ ~ ~ N n c~ ~ r- ~ ~ M
77 ~ n ~ rn '~t N O vi vi Qi Oi c0 co c0 c0 to ~ to O N
1+00 2+00 3+00 n ~ I~ I. ~ ~ ~ 735
4+00 5+00 6+00 7+00 8+00 9+00 - ~ 10+00 1 + 00 12+00 3+00

NCDOT GUARDkAIL
~N Fll_'~. '~~OPES 10' WIDE AT
1D~ WIDE AT , ~ ~,y ~ « f--- - ~ ~ ~ ( WALL FA! E
wA~~ FACE I T~ _ ~ ~ P c r.P z`r.~, _ , _ ~u ;NICE AT
AT ~ ~ ~ ~,r~. f ~ ~ S~~- ~ -N .C WIC E ~ : WINGWNLL END
i I I 1 ~ JJINvWALi END W1Ni.:WAL ~ _ NINGWA,I.L ~3~ ~ ~~6~ ~,aBIr~N_~ RETAINING
DRAINAGE FIFE THRU i ~~::iN- 'N~ WAIL T.P. AT EA. WIN:,WALL
m ~ WINGWALL, BOTN SIDED ~ HEAGW-L~ rE-LW4,_;_ ~ : _i . ~ ~ l,i~ CLA; ~B' ~FIFRAF SIDE
- - --+-i..--- - TtP ~LAS~ B~ 1a GTRE4M BANk
l . t,lr ~ A RIPRAF SIDE ~iRDAM r3?~N~ ;a;. ~ ~ MF r A'~i„~ ~ _Nh F'tGC~~1v_
~c ~ _ • ~ ;Er N~'~rE _ ~TREAM B~~TTOM r A ~ _ 1G ~ ~i
~iF<EAM h =M 0~ :~,i ~ _ AEI tN ~I{~E
I ~aNI~ ~N ~~Lt ~ 1 ~ L N zi :~t..,'tFT ~~-~~V~ [XI`T'~i. .Ti~~M _
? - ,AuIVN 'NL't.'
I J .'-~i '(v ~F'~'rN `~~W .ri~~ W ~ _ ~ ~ [i ~ . iN
V ~
- ~ - =1 _ _ ~ ~ _ I ~
I I I .aE~~ ~ti~ RE" N'N ESr, N'~, ~-E .,n;~y' ~ , ~ VERT WINS Wd~, _ ~ F OF CUL ~ . PRO ILE ~A: r Wlti>W
~l ~
~ 1 ;I~, wF Ai,'NA L ~
~ ~ HEACWA' l- ~ NOTES, ~
~A;
G ~ _ cry . " ~,a I 1 , ,
~ I
~ ~r
0 ~ _ , , ~ ~
1 f - - ~ ~ ~ - ?
.'his ~ . - ~~er~ - , - - ~ END VIEW - HW2
I
' ' I • I END VIEW - HW1 ~ , _ ~ ti, d. _ ~v~ :rL:- - - -
I ~ _ _
~ O ~ I A A w'a__ a' to ~~N~,WaL~ ~ - 'v; wr ~ I -n i ~ f
V - _ - - 1 ? 1 ? ~ ? ? 1
. -
~1 ? ? • ? ? WINGWA L ND ELEV. D-D ~ ~ ~ ~ ~ - ~r ~ ~ ~ _E :i~~~r, ~ ~ ~ I ~
L E P AN - ? ~ , ~ , ~ .
~E ~d~.. SECTION B-6 _ ,Gi~,N _ , ~ ~ ~ ~ ~ ?

SP .n T'~ -

_ _ _
-
- - _ _ _ ?
_ _ _ _ , PLAN VIEW - HW1
ARP N ~ i
i
i _ - ~ r- i ~ a-,E r+E~uw~~~ . MF
~ u - I CONCRETE GENERAL NOTES: f i [C`~ r ; LJ• s gACk OF -
~-r--~--~- _ T ~N ~ h ~ ~_R SHALL VERIFY MINIb1UA1 SOIL i iIL HEADWALL~~, r. jr"
'-t--~ ~_~~--1-,--~ ~_j ~ _ _ - - - F I ; f~EAkIN~ r,APAGTY OF ,500 P5E B'r'
- 1~ SFCUR~N~ S±~IL TE~TIN~~ SERVICES . , , ~ _ r- - t- - ~
r, ,'EEL MiN. I~U PT L. r, aE ~ . ~ _
i t' w' ~ ~ -
~I X ~ i V 3 4L~ ,SN~,;RETE SHALL BE MINIM tit -~~~X~ ~ ` ~ ' ` PSI dT ~B DA7 ~IiMPRES>ION iH 1 - - - - -
1 F ~ v.~ ~ ~ iN'~-, i ~ , T. ~ G. r r - r ~ i JV~~H ~AL WA7EF' ~~)NTENr? N~~l ~ ~ ~ ~F
EX`EtC TA6LE 1~,~~~-B ~i .~a ~ CAF ~ ~ r, ti` B'_! a INS, ~i~E AIR ENTRa NED QED
k - a-~ - ~ r ~ - i ~ Vu'i+1 d-r% Aik I~' A~. E „t MAXIMPM ~~L'~~p~l~> L'!M~'
??t _r. ~ - 1 t ~ ~ ANG IN WALE"~. C.
~ - - - + ~ ~ ~ a~,L PEINE(~RCEMEN" ?~TEEI_ SHALL BE
- - - a MIN 60 I ` =~RADt ~E~ A'_ iM ~ >1r ~ - , ~ ~
t. P~A_ED JJI!N M!N _ ~_UVEP rP_M E~K'~~ - E sF',,
- , ~ - ~ . ~ „ . - ;r-• ~ ~ - ~ ~ ~ ~ ~ L F-E~NF'~RCEMENi ~iEE~ H~ji~l _ AN[.~
_ . . , L. ~ - . HENt~_ _~HALL BE PEF 5?A~NDAEO'
r, A.N~ f?EP.~N~iE~~ 1~ViAT ARE F~iI~NI? AP BARS YP. CORNER L T
SHALL BE ~3P000HT THE nTTENTI~IN ~CNie
I. ' ~ ~ , ~F TNL ENGINEER i~~i fE'~Cf?[~ F_iP ? ? F'~~A'~~_ ~ r TN.
?
ALL ~-N;E~EIE ;HAI-~ EiE PLA(~F'~' _~N;, ILIGA T E~' AND , !RED PEE
WIN A FR NT E - ~E ~ ~~,M~NL.AT~.~N; ~E~ , GWLL VCC
r - ?
FR EV. A-A - NT
~N . FARO
~ RIV EXTENSION o. .ti , THEODORE D E 9 ;
SEAL ~ MAIN CULVERT PIPE
" ?540?
SECTIONS, DETAILS & NOTES
~ ~ ' ~ SHEET
~ c ~ ~R~'.,, ENGINEERING INC. c ,
~ ~ - , l ~
_~~or

AN PING AN A L T N . I N R U N N N
• 1 CuNTRACTOR SHAD NOTIF , UEHNR, LAND DUALITY SECTION
T N • T NAN MAIN I R~iP T FINNING LANG t Ti1R ING ACTIVIT% W-:, i ~6~i?'t-46~JCi F P.I. , O BED DS 8
~ REMt~JE DEE3RIS, Fi4~LTS~ BRAN~'HES ANG STONES IN EXCES IES IN EXTES 1 THE CONTRAC70P. SHALL PAY COSTS kESULTING FROM FINES OR aIOLATIGNS t. PRI~JR TO AN1 ~;ON;TRU~ TIUN ANC DUPING CLEARING AND GRUBBING
OF ijia~METER IN SIZE. FINPt_ZE PROPOSED GRP.C'~ES (;RA'C'ES F1ELD ADJU>T EROSION TONTROL DEVICES TO FIT LOCAL TOPOGRAPHY INSTALL ALL ROih DAMS, SEDIMENT TRAPS AND TEMPGRARY Dr1ERS10N
SC4RIF~' SLOPES TC ~ L~E~'TH ~)F h" WHERE P{)S)BLE. {)BIBLE. ALTERNATIVE DIVERSION DEVICES MAt BE PERMITTED WITH STATE ANA? DII~,ES AS SHOWN GN EXISTING SITE PLAN.
APPLE ARICULTUBAL LIME AT 6v LHS iO~rC ; F FUP. GL+APSE ;F PUP. i~~~aFSE L~~~AL APPR~:~VAL PRC~'YIDE A DkAINA~E CHANNEL ON LOWER SIDE OF WASTE AP,EA
x : N~ RZH AMEN ;AN rE EN TEXTURE)) SOILS AND 1?0 LBt; 1000 ~ F FOR FINE ~L~ILS Y7 ~ HANNEL. I~IAiTIN~;. -~E N'.~1E' APPL~i UNtFOF'MLr AND 1NCi}EFURATE THE LIME INTii ThE FINE ;iiILS BUILDUP A BERM pF SOIL AS NEEDED TO A:;HIEVE PGStT~IVE DRAINA'~E.
s TuF .F T~;. o IN~~H'tS OF c:;R'_~IiND E INTii ThE ALL PERMANENT ANU 7EMPORARr CHANNEL CROSSINGS FL?R CUNSIRUCTIUN TRAFFIC T.. REMAIN FOR MORE THAN TWIG DAYJ SHALL HAVE DOYLEY
~ ~~HANNEL WIL."I; STABILIZATION PLATED AT BOTH ENDS OF PIPE IMMEDIATELY AFTER 4 FOLLOW INITIAL SITE NOTES ANG INSTALL 7EMPORAR~r SANDBAG TOPPER PLACING THE DRAINAGE PIPE. DAMS AND BYPASS CHANNEL REMOVE 'WA~~TE IN AND ARJUND EXISTING
s.. r I+= --~I~, APPL r 1~~~-to-iL~ RERTIUZER AT LBDji0u0 S F IN Ai :(ikFiaN~E WITH MAN Fai.rURE~S iN.~TRUi~TION„_ S.F IN CHANNEL PRIOR TO FILLING 1N PORTION GE EXISTING CHANNEL IN C RDEp ON S- T~G BUILD A A FT~CT HIGH TEMPCiRARY EiYPASS CHANNEL SEE ~i~'~i_
_ WIDTH M~k. 4 D'~ NC,T ;TORE EXCAVATED MATERIAL ON FAvEMENT LUN~~ER THAN i. HOUR' CUMPACTI_~N NOTES UN PROFILE OE CiILVERT
~ Mri)TH RAI~-E THE 10P~OI~ PRIOR T~~ ROU_ER ~ ~ A(;TION. l4 ( ~ i. ~ ~ ~ C J ti _ ~ ~iMF CC~MFACTION ~ FJLLuWING COMPLETION OF AN'~ PNAS OF GRA-DINv STABILIZE ALL FERTILIZEY< ~ ~ ~ 5 INSTALL MAIN CULVERT F~!PE. HEADWALL AND ;~;aB,~TN INLET ANC ~4~Tl.E
( ~ =i~., LIr;hTl ; vVATER i~ ~~D IN THE CIS``iPAT10N GF FERTILIZER r M„ ~ ~ ~ NTER ,I L. 1 IN ~E ~N T~E- EXPnSED SLOPES WITHW ! 5 WORkJNG DAl
~t1~,NNEL PRC~~dIDE MIN. ~ AF~'_ 'SEED A" A H~TE ,~F tB~;,'1~) >.r. EVENEr iN EVENLr iN r FOLLOWING iOMPLET10N OF ALL ~:ONSTRUCTION STABILIZE AFL c AFTER MAIN CULVERT PIPE ~ FINISH AND STABLE- REMOVE. EXISTIN;:
~ir'EN ~vtRLAP 6ETWEEN RCL~ t( f-~ TWU INTE9>EI.TIN~~ GiP.ECTIQN`~ AND RAE,E LI[;HTir_ 7Ti~, ap.~ ;,MP PIPE ANG TEMPC~RA.R i CHANNEL MAT TIN DISTURBEG AREAS WITHIN 30 WC~RrING Da~lS OR 1~0 CALENDER DA~~,
~ ~ 8._.x ~ - r,EEDIN~~ MiXTuFE CUTSID~wETLAND' CE~IGNATED AREA'~~ TE ~ AREA'T WHICHEVER I; SHC)RTEF AFTER ENDS uF TEMPGRAR~ ~~HaNNEL AR,E FILLED ~N. PEMCwE ;OFFER
TTING _ ~ NEL MA ~ ~ , CHAN I ~ ~ ~HA,Lt BE IENTU~;I.i 3. Ta~L rE~~JJE AT 5 ~B~, 1v0~ ,r B`~;'1ii00 ~F ~ Si~l SUWINI, APPFuPf~ATE DAMS ANU P,EST~~JRE FL~.T~W IN MAIN %HANNEL ~~TABIL2E EXPOSED t;H,ANNEI ANL .~L~iFE ~L E
~ ~ ( ~ ~ A BETWEEN AUGUST .5 ANC Mar 1 AGD i LBS '1;100 `L F WINTER r~~~E iGPAIN)_ ~~R~'~UNC COVER ANC PLACING MATTING AS INDICATED ON PLAN ANG
, , ~ B BETWEEN Mar i r ~D al~~~ r T i5 A[iC' - LEGEND. MATTING TfPES SPECIFIED ARE MANUFACTURED H ~ NOFTIa S RESHAPE SIDES OF ~TFEAM WITH COMPACTEi! ,UI~- SFE SJIL ~ JMF~,_TTITN AMERICAN GREEN. CONTACT C.F.P ,iNC- ~Bi)G)5G3-OG4C NOTES ON PPOFILE ~JF _UI_VERI
cc - f E'F'-. x 0 35 ~B~/lU%. F , ~~LAN GRAS; ~'tR t MIN CLA.,_: ~A~ 1<.~ Tr_ tii -r"!-_- - ~ r~i''~ ;~'I'i~ ~F ',"PMAN MI LET. - ~ ~ y INSTALL 5T~4' AND ';T 7' AND THE REMAININ~~ TEMPiJRAF i u+VER i~S"J Lh.E~.~
` ~`~iE P L~A i ~ ~ y UNDER ALL MATTING PEOUtDE COMPETENT COMPACTED _uiL WITH 1~ _6
~ ~ ~ IN WETLAND UE~I)NATED AREAS APPC~ ~EEC~ IvuXTURES t^ r a ~ *U` IvIIXTURES STAPLE PULL GUT RESISTANCE. Fl~l I JW 'STAPLE PATTERN T'IPE ~ELE~TOF; %RAFH IN >TAPLE PATTERN DETAIL. BEGIN MATTING NEAR THE UP'TREAM 14. BEGIN rRADIN'~'; ANA STAttILQE EXPOSEC SLOPES F.~LL~IWIN'~ ~:OMPLE~I.~N Sa~W i~RA,_, !?F ANi PHASE ~iF ~,RAi)IN".
~ ~ ONL` aPPRnlED F_~R WETLANC LASE Su' H A~ SAW i~RA',_; s' • r- CREEPIN~~ L~~VE i;RASS OP, L'THEP, APPRU`vEG SPECIES SPECIES END GF EACH S'YMBuL OR AS GRGUND CONDITIuNS DI,~TATE GO Ni;T LEAVE ANi (;APB BETWEEN CHANNEL MATTING AND DOWNSTREAM ~TRUCfUf=:E.
c ~ ~-T MFS,H - r,~TE!- ~ ~ ~ fi ~T_EL 1 ~ T~i~IE~;JF4F', G?' !`FILL NAF'I_'NAKE. ~ F 'I~i;~ `~TREAM ~ ~ , II PRQ'?IDE SLOPE (iFAINS AFTER 8 FT OF FI'_L F:E4THED
r ~:~OTr~ BANS ~ R~>>LL '~EEDEL Af?EA WITH R~?LEER NC~T EX(EEC>INL: 11~ LB`.. ~+Ax ~ 4.. WASH `~~N .LE ~ ~R Mi LTI~'LE l;f GRAIN ,ING 11~ LB`.. 9 MATTING SHALL BE TOED-IN 6" QR OVERLAPPED 4" MINIMUM AT AL~_ EC~GE~_
- P1 ~ ~ ~P1N~ ~ PiPE aPRAN';rMENr ? MuLC N SEEDED AREAS WITH 90 LBS/r00G S F aT T~'PE 'E~ STAPLE PATTERN TRANSVERSE SEAMS TOE-IN DOWNSTF~EAM I_ INSTALL DRAINAGE PIPE FROM HWl Tu rI3 aNL~~ rIJ _ i.F GRAIN MATTING THEN PROVIDE STAPLES PER MANUFACTURER'S REGUIREMEN75
~ ~ ~z ~ t N ~ STRAW WH R SLOPES EXCEED 5~ SECURE MUL~1H AND _ ~ _ ~ E E _ ~ SEED 8~~ EITHER SPRaYINh wlrH ASPHALTIC TArRING OR MUL~1H AND 13 INSTALL DRAINAGE PIPE rROM HWt TO rfa ANU THEN ~N'~TALL ArhING OR .p BETWEEN ALL RIPRAP AND SOIL PROVIDE A WOVEN FABRIC REMAINWG STR~JCTURES, DRAINAGE PIPES AND INLET pR~ TETTi~LN
~ `FEE ~ N:~Sd~)N "i:)NTRI.~I. '~ENEEAL N~;TES STAPLING A OPEN WEB P~~LrPROP~rLENE NETTING >>VER THE WG ~JVER THE EQLiAL TG 'MIRAFI' 7OOX OR 'WEBTE,:' TERRATEX HD.
L1RA,Na~_E PIPE~~, T~-~ BE SIZED A~ SH~_~WN ~,~N NLAN~- AREA IN A~:COR.DANCE WITH MANUF4CTURE'S iNSTRUrTIONS. INSTRUrTIONS i~ INSPECT ALL DEVICE_~ WEErLY 4ND AFTER EAT~+ R~AWFALL. DC WATER IN(. AT c A -y~il~ N NEEDEc REPAIR DAMA~~E IMMEDATEL r P,EMGVE ~EDIMEN T WFIENEVEr
- ~ MUCiiPLE PIPES SHALL BE AS '~>H~~WN C?N FtAN`E NETTING SHALL BE TERRA-.IL!TF B~~ WEBTEC, INC. AT BETWEEN ALL WASHED STONE AND .,OIL PROVIDE NON _ ~
-~r'EN _ ;704~~398- 95A nR aPPRCwED EC~UaL. R~,X TEML "~RAR ~ RAC:] } ! L;HALL BE N=DOT La E rlF~r•nE _ - FABRIC EOUAL TO 'MIR~4Fi' 140NS Ok 'WEBTEC~ TERRATEX NG4 DEPTH IS E~:)UAL T~J C'~R ~~~kEATER THAN 1 %3 ~~F THE ST~)P.a~;E DEPTH
~~~F ;MPACTED TE~~HNi~;aE. MATEP,~,A~ li_- Mr~~W ;R:AC~ AT kE±;ULAP, INTERVALS- UO NUT %l~T ~;R.A;S NOT LOWER THAN 1Ni'HES. MAINTAIN A MAXIMUM HEIGHT T ~~I~T ~;R.A;' pEWATER ALL TRENCHES ~TF. IMPGUNDMENTS INTO SEDIMENT CCiNTR~,~l GE , t":_ ~5- LEAN ~;~I T A~_~ ST"~RMwATER~ CULVERT FIFES AFTER EA .rl PaIN'r ALL M HEIGHT T A IM NT TRAP TOR FLOW NGT TO EXCEED 10 ~.'F' LEA~.~E ALL _~,iL1ERL IN i LEAN ''ONDITION.
Er- ~TaNE~APG N. TE=; PR:~'~'IGE ':Lo~S E' P;F-PAP PF ~~ECTi~~~)N taT ~N~.ET ~~F 4 iNCHE; NEATL'~ TRIM EDGES WHERE NECESSAR; ECESSAR ; E ~UIVALEN T ~ _ED E
F'~F URAINa~,E AND 1LF T ~ PIPE 'F SILT FENCIM~ IS USED, '..LEAN AND REPAIR AFTER EACH RAINFALL 16 MAINTAIN ALL ERO_i~ N SNTRiiL DEVITES IN A~_+~~)RDAN"E WITH THE
N ~ , ~ ~ ~ T MFi FAR, CRS `,lN~;. FE. T~rPF AN; P ~ ~ R~ M vIN , E R NL F~ E REMOVE, RESTORE GRADES, SEED AND SOw a5 DIRECTED 8~ THE ,TwNER ERUSIC~N ~_~~NTR~~L MAINTENAN~~'E N~_TES AT PROJECT COMPLETION
S SEE DR,~F INLET ARM~~uR DISTORBED CHANNEL SIDES wl`H R~~PR~~ AND F~rF~;: aEE THE ~.~~N`,TRU'~~~:~N N~, E ~ FGR LP~~SI~_N ~ ~)NTR~1L
WI1H ~~RATE 18 WHEN STABILIZA71~'N `.iiBSTAN'T!al ~,M~= LTA F~Lrv4 ~f TEI,dP iRkR
OR .ARC INLE1 .T: ~ A ~E R Lr~ME M MEASURES
,y AT PR,i~ETT C.~~MPLFTION REMG'JE >EDIMENT TPAP, aN~ ~~Ii~ERS'1~~N i)1kE;
B~ LEVELING ANC Fiu_iN~, IN LOW SPOTS. PLACE PEMAININi; MATTIN(,
a~ INDI~.A?ED ~JN FLAN GEP,FORM A FiNAI_ SLEANIN~~, ANC' MAINTENAN~_E
NOTES 1 ENTkANE.E',~i SHALL ~E LOr_ATED T, PF~'~,IC~E ON _,HaNNE~ . ULVERTS THEN' =~.CiW AF'PROPIATE ~ Rr~UN[:~ UJER
MAXIMUM A `ES~~ F~)R ALl fv1N~TR~:[Tl~:~~td ,E""~i.t`
~ I _ TiIRNINi~ !?~,DrJS SUFFI!'IENT TO ~~~=~OM~~~L-'~E I aR,E rRl,~ F~ ~~HaL~ ~EE P'?C,'r~IDED ~ DROP INLET DATA PIPE DATA NAN T AIN M
_ ~ t.Xl'~T~N~ T~~ ~ DIAM PIPE PIPE PIPE
c~E,Wa ID ,RA'E INv ~NJ ~~N ~ Tr)NE i MAINTAIN ENTRANCE Tit PREVENT TRA rlNi, _~R NC1 TUF t~E~ IN FF~jM ~~Ur FRI~M T~U LENGTH T~rPE SLi1PE CIRECT BLOW OF MUG UNTO STREETS. PERIODIC IN R F
~ I STONE TOPDRESSING wlll BE NECESSARr Hw1 HwS ?3a i NWi Hw_ 9ti 92' CMP t2% 1 AFTER EACH SIGNIFICANT RAINFALL
%3' HVJi YiC 3[) _16' Ri~P 1C9~ AINTEN E , , _ _ ~~EAN ANG REPAIR C~.~N~TRUCTION ENTkAN,,t~ ~ I TrIE ~ ~JRiUINAL '~'MENSIONc
-z-'. I~ hiWi ~I4 3O '46' RCP THE ENTRANCEIS; SHALL BE PRuJIDED
Hwy B. ~HECh ' RT PIP 'ANG CLEAN OUT SEDIMENT
3S MIN_ 15' MiN. 5 ALL MATERIAL WHILH REA~:HES THE ROAD SHALL NEW ~ _ T r~3 "Cap= ;55J Ala ~,1` C~ 42_ RCP 26% HE _LEANEU UP IMMEGIA L - - .:HEC^. tiFf`IMPNT BANNS ROCK GAMS ANG SEDIMENT TRAPS
EXISTING i I '~GNSTF°- ,5y.;ir, - ~ r rIE~ '4 RCP D' S% _ ~ ~ - ,14 4. 4 .l5 ~4.~ _ ~l~ A 4NC~ WHEN SEDIMENT AI: CUMULATES TO ABOUT uNE-hiALF THE N D AN EL CH DESIGN VOLUME REMv~~E SEDIMENT AND RESTORE THE FASIN
~r,a;WA f SI~~NE I U~TIpN 5. ALL NOTES APPLY FQR ALL 517E INGRESS AND - _ ~ CHANNEL MAX. B~~~TTOM SIC~E ChANNEI ~'~M?~ENT To ,TS 'ORIGINAL DIMENSION ;:HECK FAR EROSI~aN o~:MA,E.
EGRESS PnINTS UNTIL SITE ~~S STnBIUZED 5` ~,B~ - CHANNEL ~~IS 5;~ L,~ ,ab - f+) iat rla ~~B& Ca 110' RCP 3.3% Nrj ' L _ . _ _ N~.7 `,LOPE WIDTH `I APE ~JNEF W!~~TH '!PING ANC- R~::~Cr~ DISPLACEMENT AND P,EFAIR IMMEDIATE;-
Z Z rib _ _ ~ - ~4 I E.- 'B3 4 ?8' RCP 29% _ _ ,li _ ~ ~ F''~A'-, h- _ - - _ ~F'i~ ~R T~.~ TELIMENT DE~I~ F PEMOvAL, REMOVE ALL 'HATER ANG
i~ CB8 -SE, ~;i, ~SCC ~~8~ iB10 ,A 3qa' RC.P Z.3~ ANCE ~ ENTR ION TRU _ _ _ - _ SEbIMENT DETAINE[~ B, I~C`ln~f PROPERLY UI~P~)SE ~JF B~~TH 1 ~ C
ONS C _~B9 _ ~ kl~ - ~ CB1f, CBi I %S' RCP C.5~ ii~ I ,;c~, h~ 3 AFTER THE ~TC~N`_~TF.~,~Ti ~N SITE Ha~S BEEN PERMANENT~~
T?ABILIZED REMOVE THE. IMAM STRUCTURE ~4NG AM UNSiAB~-t.
. ~ r~ ~ ~ r ~ 1 8o RCP L I~ ~ ~~~a~ 4 ~.p ~ ~ 8._ t~.~_ _Blu _E I_ _ ~ ~~'7, Ij' ~ `~`_~C! r, ~ SEDIMENT SEDIMENT SII~~UL`u BE PLACED iN DESIGNATED DI>F
Q ~ ~ EF~;1 i_N CJNTR'`i ~u'A.HED S?i)NE ~ _ ~,B'~1 ~:BI(;~ CB12 tBLt _ ~5' RCP a6% _ 4REA5 AND NAT A°~'~~;~WED TU FLOW INTO STREAM`: :)R~ DRAINAGE c ~ r ~ ~ _i)i, W4 r5 Dl RiN~~ STRI,'~~-TiJRE REMCIVAL ,MGvTH THE BASIN
8 RiFRA.~ T ,p _ _ x r' ~_r1aNNEl ~ )iT~:~M ~ M~z SL ~ CBiC '3 L .r%, ~B'.'~ 7E, 3 SITE T~ BLEND WITH rHE SUPRr~UNUING AREA AND STABILIZE
~ F~T 'E ~T ~-F rCF P t ~',1E' ~ ~ ~ - ~ ~i".=' 'S C81C ~IL1 %4 9C RUP 1% I~ 'G~ 1 ~ i ~~'~~i. a Af-TER SEDIMENT DEt'I`,E REMOVAL FROM ;:HANNELS RESTORE
_ ~A~ H:,:~F THE ~4ME E~~E~~ rl_ N r 6 ~ ~ II E~ ~;Bi z _ - - - , ~o e ri~~~ ~B~_ la e RCP = i;HANNEL BANi~ T~~ i~RI~~INAL iSHAPF WITH RIPPAP 'iVER
- - ~ '~t.4,; 'r,9h B~_ 5`.+_4 C8C b IJ _8~ l REINFORCED FABFIT
~ N:~TE _ VI ES DATA T DE C SEDIMEN PERFORM A FINAL CLEANING ANi~ ~NSPE,;TIC~N iN ~HANNEL_;,
PROFI E SECTION - r - _ ~;~'jT. ~'L~J C ~E~F~' (UL'JERTS AND REMA'~NING DEvfTES AT FINAL ~;)E ~_~JME'.LTIC•N-
8?a ,70 U rB__' r~~B~.T '3 163 RCP ~ VICE A,REA ~ ~~L DEF TH WIDE LENT: rH LEN%;TH
zl 18° ,B,~, --,a a;: 'C~ ~ ,g?a CE" '_8' RCP I~ NOTES; N Nr1 fs acres t ft_ ft ft. ft-
~ MIN ' ~ - ~ F~ I ~~BLa 7E, I~ _ B_ - _ ;E._ N:~f; - _ I ~ ~ 7 'T)G ~ ' 5 ~ r_; '
EF'' i 1N .~aN'G"~ !B?c~ '7C, )i; ~ - 4 _B',.' ~B~ R~.P OP . z SC NTROL ION CO ROS E ,~.1,~ _ ~ F.. ,
,,,,rr ,i~ 1131 -b'9 ~B32 ?o3E C63_ 63_ '3~ R,.r' -~'`o RN,.i,~,. MiN.~,11jM ,r. _rT GE ~ I~ ~,r~~, ~E. F--, TWG SEPARATE PROJE[_TS ARE SHOWN ON THE EX1511N(, PLAN
,(r~IMEN' -T"f~AiE ra,r ~Wi~~r.r:11 Y ~:'83C ,ii.__ -b6~ s,.~ X644 T
B3~ . _ , - FLAB"t NIPRAF° ~ vtR ~:HANNL.r_ ~ CH R -l U.l` C' C~' ~4 C ~ THE ATLANTIC ~C~~~ ST_~PAGE PROJECT WILL FF!~CEE~ A' _ u THE SAME TIME A.S THE THEODORE DR~~JE EX TEN J~JN PRG~E-~ T
GaNi, j ~E',iLN? WArEF FR,_~M _ ~ rur , Br _f ..iN., HR~,':LiNC R(,i-l Hf.,'~- I.t~C 0SS 1 _ _ UNDER SEPAPATE CnNTRa~.TS
i J~..~ V..__ - i BOTH PP_OJECT_ WILL SHARE A :_T~NSTRIJTT1iTiN ~NTPAN(.E T~-~
5 MIN ; -:'1 - ~I~ BE INSTALLEC~ UNDER THE ATI_ANTiI :OID TTORAvE FR ~.IEC1.
t_ENC~ iEi (1 C~ MIN WEIR WIDTH 4 AREAS SHE?WN OUT`;IDL THE iHEC'~D~SRE ')RIVE EXTENS~~JN
i- _ _ - --?j-~- - ? WIDTH ~,1 MIN iJVER TPr`P j LALS "E" Ef>~ijl?N PRiLJE~"~T GN THIS DRAWING WILL BE ~':G~ERED UNDER THE
EI QW l ~_~JNTPUL kiP-F'AP M;N i INDICA-TES ~ INDb~AiE': aTLANTI(' Li)LD STQRAi~E PRi.)JE~T AE'EAS N(1T IN~L~IDED
I MIN THI";h ~ _ Mlti ~~Y--~ DEvICE NT d RD 3 DEv'I~;E Nr~ APE RD'4a~. ST'E,o' AND TEi HN~CAI_ FILL AkEA >EDIMENT ,pap r~(h [~AM
Ef~ iF '5~ I n rH ~ ~ M X FJ ` ENE __..G MIN , ' WA ,h ~l ~ x' -~~1 _ EXf~[,;FD ,~_PE _ ~ }TEMP GI;rEF -~.~-,N [~I'r E ST4
j - - i N ice; i EARTH BE~rM t3~ ~:'~(I~
I _ j C, i I ci ~ - jr = NQ;,~RAI- ~ I 3 - =.++i _ ~ SiIMP L11~.,TI~~~N
,i~ FUND ~ ~ ~+=~=5r-'- ~ - ~
_ i iF N N 'N~":FN ? MIN ~ 'i;'~' ~ ~ TF ~ H ~ ~ N - _
~I; rEF EABE-, DAM SECTION , , ~ PR_,ILE ~~E~wA E.N. L_ _ _
r~ TRAP JAM i.ENTEh~iNE A , AN _ ~ 1 ~ ~ `t ~r'~ 'ERIN MIN ~ - - >~C~PE ;L41~E ALTERNATI',E TC EI~TEE, FABF'i~~ ~ ' - a . ~ ~PII>IN T , ~ NOTES; `:T. I E _,I_~~FE N~ ~ USE THI'; DRnWIN~~, AT~ a ,UIL~E vNi
- r ~ p,~E ~>E ~~`r~E~E ~ ~ _ C?Ri~;!NRL ~ ~ ~ ~--f-"" i I z i
/ TAP N~.~N W~`o~EN ~ MIN ,~.ERFiL yI.H ~ I r-- - EITHER SEL TFcA~ ~F ' Fq.TEP Fn RI( WEIR . EN,_.TH ~ P P ~ \ , ~ B EiF? `EiT tMENT r r ~ ~ ~I~~, _ A`-~ 5H~ AWN ~?N PLAN` ,1R A'~ 'vIRE~-TEI ~ tABt E I L,,~ E Q ~ Br Tr1E EN~FNEER
~ ,PILL WA ~ i ~ h ~(Ps l1' ~~r'~1~. t li _ I ~ I ~ ~ 7 ~-l.. ~~>T THE SLc1PES AND LIMEN~I~INS ~•~~~uuu~~•~
~ ~ I-- _ IR~~pl ~E~ 4fi~: - PLAN ~ R r IPE ~NLE' ~ z~` I PAdEMEN; - FR,~TECIIGN ~ T ~1F O~T~'H WIDTH AND LEN~oTH 7' F,T ~6~ -~---I---- _ ~ CARS
_ ~ ~ _ NATURAL I ~ u & ~ i_~RB ~ ~ ~ i j / a . ~ / i.. - FXL,~IN~ TERRAIN. e~ RIVE EXTENSION ~IT,N PR~JTE~TTI,IE T~ErrMENT SHALL .ti THEODORE D --I I I. : .9
~~:•F<OLIND ~ - - c - - / ~ SPAr_IN(, HALL BE L ±0~ , I i ; JIT~.H - ~A C~~NSI,i ~F ~.JNC~RETE, RIPt~ P OF~
C~MF~a~:TED RILL - ~ MaX ~~~~PE ~ ` SUMP 0P110NS uNLE~S orRERw~sE HL~wN M A T'i N . $E~,
MAX HEIt.HT ~ r'r ;AFB T ~ - cc c ~Ek'M ~ ~ - IN LE ~ THAN uA,_, .C1f~_fi R SION CONTROL DETAILS & NOTES ~Eh~ ,IT::H PF'OTLCTI.:~N E 0 ~ j ~ 15407 h
AHD ~rE ~tAF DA1u1 CuMF'A(.TED S!)IL iPEN ENF FiPE. S:~IL PR~)Pf F.~ ~ ~:GMPAi~IED NO S: ~ _ ~ _ T r__
T~~ ~G GAF ~haa y ~:EE N 'E`~ f, ER~),IC~N ;_~~NTRn~. ~ - I'- - ~ l A.~E_ ~B RiPRaP LINING WITH TOP DITCH LE`etL ~ %Oti''~'~...'. ~ J~~: SHEET R c- R~`',.~ ENGINEERING, INC.
. , I': MAX _ ~~REATEF: TITAN n~~ C4 _
BiTIIMIN01)_ tINiNG A~, DIREC:fED Br ENi;JNEEi a~ ~,~i„ ~M~~r:-p~L~ F'LtWar LE_`~IDE ;t~~rPE BEL~CW ~ L i MIN R RY i TEM ';PAP _,PIC~Wu' Wf,TH E,~JAL T(~ F~,~ L,+M ' I ~ r- a~ ~ ~ ~ A`_ v _r~~~ i F~;E ~ =TNT ~t• n . " ~ ~ TAI
-=i NATIiRAL SirIL r.~~ ~ L'l T' r{ i_ F.. WEiF rENi~TH W1TH E~-t,AT~f;~N 6~ TRAP BASE _ _ _ - T ~ ;R ,
P TRAP ~ .r, r, ELF a,,I'E ,w T~ ~L ~F h~F ,~E: DIMENT E E _ _ E t F~. TI N r uv'
CENTERLINE SECTION , ~