20110585 Ver 1_Application_20110621

DCM Nr-1
APPLICATIOa t®r ~ ~
5 ~ ~i . :+
IMaI"or Dedelepment Permit ~~,~.
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner lr-formation
Business Name Project Name (if applicable)
North Carolina Department Of Transportation B-5202 Beaufort 18 NC 99 Over Intercepting Canal Beaufort
County WBS Element Number 45300
Applicant 1: First Name MI Last Name
Jay B. Johnson
Applicant 2: First Name MI Last Name
If addRional applicants, please attach an adddional page(s) with names li sted.
Mailing Address PO Box City State
1587 Greenville NC
ZIP Country Phone No. FAX No.
278351587 US 252-830-3490 ext. 248 252-830-3341
Street Address (Adrf(en:nt fmm above) City State ZIP
Email
j bjohnson @ncdot.gov
2. Agent/Contracfor lr-formation
Business Name
Agent/ Contractor 1: First Name MI ~ Last Name
AgenU Contractor 2: First Name MI Last Name
Mailing Address ~ PO Box City State
ZIP Phone No. 7
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (rf dAfe2nt from above) City State ZIP
Email
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Fortn,DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (wn be muwple) Street Address State Rd. #
Beaufort NC 99
Subdivision Name Cny State Zip
Phone No. Lot No.(s) (d many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Intercepting Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the dosest major water body to the proposed project sde.
^Natural ®Manmade ^Unknown Cuckolds Creek
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limn the proposed
^Yes ®NO ~ work falls within.
None
4. Site Description
a. Total length of shoreline on the bad (ft.) b. Size of entire trail (sq.ft)
250' (125' East and 125' West) N/A
c. Size of individual lot(s) d. Approximate elevation of trod above NHW (normal high water) or
NWL (normal water level)
(Ifmany lot sizes, please attach additional page with a list) 11' ^NHW or ®NWL
e. Vegetation on trod
Maintained Roadside Grasses
f. Man-made features and uses now on trail
Bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Agricultural Property
h. How does local government zone the trail? i. Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificete, 'rf applicable)
^Yes ^NO ®NA
j. Is the proposed activity pan of an urtan waterfront redevelopment proposal? . Yes No
k. Has a professional archaeological assessment been done for the trod? If yes, attach a copy. Yes No ®NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a Yes No ^NA
National Register listed or eligible property?
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m. (i) Are there wetlands on the sne? Yes No
(ii) Are there coastal wetlands on the site? ^Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ^No
(Attach documentab'on, i1 available)

~ Form•DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatrnent facilities.
N/A
o. Describe existing drinking water suppty source.
N/A
p. Describe existing stone water management or treatrnent systems.
N/A
5. Activities and Impacts
a. Will the project be for commerdal, public, or private use? ^Commercial ®PUblidGovemment
^Pdvate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 105' Long by 28.2'.Wide Timber Bridge Will Be Replaced ey a Proposed 124' x 30'-10" Cored Slab Bridge._
c. Describe the proposed construction methodology, types of constmdion equipment to be.used during construction, the number of each type
of equipment and where d is to be stored.
The Existing Bridge Will Be Removed and the Proposed Bridge Will Be Constructed. Typical Bridge Construction
Equipment Will Be Used, InGuding,8ut Not Limited To Tracked Excavators,Dump Trucks, Flat-Bed Trucks,Back-Hoes,And
Boom Trucks.
d. List all development activities you propose.
Bridge Replacement, Pipe Replacement, and Resurfacing.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 33,300 ®Sq.Ft or ^Acres
g. Will the proposed project encroach on any public easement, public accessway or other area Yes ^No ®NA
that the public has established use ot'fl
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
i. Will wastewater or stonnwater be discharged into a wetland? ^Yes No NA
If yes, will this discharged water be of the same salinity as the receiving wateR ^Yes ^NO ^NA
j. Is there any mtigation proposed? ^Yes ®No NA
If yes, attach a mitigation proposal.
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6. Additionallnfonnation
In addition to this completed applicabon form, (MP-1) the following items below, d applicable, must be submitted in order for the application
package to be complete. Items (a) - (i) are aAvays applicable to any major development application. Please consuR the application
instruction booklet on how to properly prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the sde.

Forrrt DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other inshvment under which the applicant daims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by cenified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management
Name R. H. Bishop,Jr.
Phone No.
Address 643 Water Street Belhaven, NC 27810 Parce14656
Name ~
Phone No.
Address
Name
Phone No.
Address
g. A list of previous state or federal pertniLS issued for work on the project tract. Include permit numbers, permdtee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notlce for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Ad (N.C.G.S. 113A 1-10), 'rf necessary. If the project involves expend'dure
of public funds or use of public lands, attach a statement dawmenting compliance with the North Carolina Environmental Policy Ad.
to Enter on Land
1 understand that any permit issued in response to this appliption will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fad grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connecfion with evaluating information related to this permit appliption and follow-up
mondoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge
Date May 12, 2011 Print Name _Jay B. Joh4nson-
Signature o7~/~
Please indicate appliption attachments pertaining to your prop sect p oject.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
^DCM MP-3 Upland Development
^DCM MP-4 SUuctures Information

Form DCM MP-2

(Except for bridges and culverts)
Attach this form to Joint Appliption for CAMA Major Permit, Fonn DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please indude all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length
Width
Avg. Existing
Depth ~ NA NA
Final Project
Depth NA NA
®This section not applicable
a.
cubic yards.
or
c. (i) Does the area to be excavated include coastal vretlandslmarsh
(CW), submerged aquatc vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB _
^WL ^NOne
(ii) Describe the purpose of the excavation in these areas:
d. Highyround excavation in wbic yards.
~ 2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable ~
a.
area.
c. (i) Do you claim title to disposal area?
^Yes ^No ^NA
(ii) If no, attach a letter grenting permission from the owner.
e. (i) Dces the disposal area indude any coastal wettandslmarsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ^None
(ii) Describe the purpose of disposal in these areas:
area.
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ^NA
(ii) If yes, where?
f. (i) Dces the disposal indude any area in the wate/T
^Yes ^No ^NA
(ii) If yes, how much water area is affected?
3. SHORELINE STAB/L/ZAT/ON ^ rnis section not applicable
(If development is a wood groin, use MP1f - StructumsJ

FOfm UCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 250' (125' East And 125' Westl
®Bulkhead ®Riprap ^Breakwater/Sill ^Othen _ Width 6'-10'
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization matedal:
Granite
g. Number of square feet of fill to be placed below water level.
Bulkhead badkfill 50' x 5 = 250 Sa. Ft. Riprap 0
Breakwater/Sill Other _
i. Source of fll material.
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
^Yes ®NO ^NA
(ii) If yes, state amount of erosion and source of erasion amount
information.
h. Type of
Granite
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the stte? Yes No ^NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
(ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the
number of square feet afiected.
(iii) Dimensions of fill area ^CW ^SAV ^SB
(iv) Purpose of fill ^WL ^NOne
(ii) Describe the purpose of the fill in these areas:
a.
controlled?
Silt Fences and Rip Rap
on
c. (i) Will navigational aids be required as a result of the project? d.
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
What type of construction equipment will be used (e.g., dragline,
backhce, or hydraulic dredge)?
Typical Road and Bridge Construction Equipment
(i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
.environmental impacts.
plicant Signature
B-5202 Beaufortl8 NC 99 Over Intercepting Canal Beaufort
County WBS Element Number 45300
Jay B. Johnson
plicant Name

Form DBM MP-5
BRIDGES and CULVERTS
Attach this forth to Joint Appliption for CAMA Major Permit, Forrn DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please indude all supplemental information.
1. BRIDGES ^This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
^Commercial ®PublidGovemment ^Prtvate/Community Intercepting Canal
c. Type of bridge (construction material):
Proposed 21" Cored Slab Bridge
-e. (i)~Will proposed bddge replace anexisting bridge? ®Yes ^No
If yes,
(ii) Length of existing bridge: 105'
(iii) Width of existing bridge: 28.2'
(iv) Navigation clearance underneath existing bridge: 11'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the Existing Bridge will be Removed
9~ Length of proposed bridge: 124'
Will the proposed bddge affect existing water flow? ^Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 11'
m. Will the proposed bridge cross wetlands containing no navigable
waters? ^Yes ®No
If yes, explain:
d. Water depth at the proposed crossing at NLW or NWL:
4.9'
f. (i) Will proposed bridge replace an existing culvert? ^Yes' ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) WII all, or a part of, the existing culvert be removed?
(Explain)
h~ Width of proposed bridge: 3010"
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ^Yes ®No
If yes, explain:
I. Have you contaGed the U.S. Coast Guard wncerning their
approval? ^Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: N/A
2. CULVERTS ®This section not applicable
a. Number of culverts proposed:
b. Water body in which the culvert is to be placed:
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.=or;~i 7CiA ^,75~-~ !Bridges and culverts; Page 2 of 4)
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
^Yes ^No
If yes,
(ii) length of existing bddge: _
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bddge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL
0'
j. Will the proposed cuvert affect navigation by reducing or
increasing the existing navigable opening? ^Yes ^No
If yes, explain:
e. (i) Will proposed wNert replace an existing culvert?
^Yes ^No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing wlvert above the NHW or
NWL: _
(v) Will all, or a part of, the existing wlvert be removed?
(Explain)
9~ Width of proposed wfvert: _
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
^Yes ^No
If yes, explain:
3. EXCAVATION and FILL ^This section not applicable
a.
c.
(i) Will the placement of the proposed bridge or wlvert require any
excevation below the NHW or NWL? ^Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg.. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to t>e excavated in wbic yards:
(i) Will the placement of the proposed bridge or wlvert require any
hiyhyround excavation? ®Yes ^No
If yes,
(ii) Avg. length of area to be excavated: 10' East and 8' West
(iii) Avg. width of area to be excavated: 10.4' East and 13.4'
West
(iv) Avg, depth of area to be excavated: 2'
(v) Amount of material to be excavated in wbic yards: 15.6
Cubic Yards
b. (i) Will the placement of the proposed bridge or wlvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)7 If any Doxes are checked, provide the number of square
feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:

i'Orm vGirl ir(p-5 (Bridges and Cul~rerts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following: ~•
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' x 200'
(iii) Do you claim title to the disposal area? ®Yes ^NO (If no, attach a letter grenhhg permission from the owner)
('w) Will the disposal area be available for future maintenance? ®Yes ^NO
(v) Does the disposal area include any coastal wetlands/marsh (CYV), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)7
^CW ^SAV ^WL ^SB ®None
If any boxes are checked, give dimensions 'rf different from (ii) above.
(vi) Does the disposal area incude any area below the NHW or NWL? ? ^Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or wlvert result in any f. (i) Will the placement of the proposed bridge or wNert result in any
fill (other than excavated material described in Item d above) to fill (other than excevated material described in Item d above) to
be placed below NHW or NWL? ^Yes ®No be placed within coastal wetlands/marsh (CW), submerged
I{yes - -, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)T If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: feet affected.
(iii) Avg. width of area to be filled: _ ^CW ^SAV ^SB
(rv)Purpose of fill: ^WL ®None
(ii) Describe the purpose of the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert resuN in any
fill (other than excavated material described in Item d above) to
be plakx;d on highyround? ®Yes ^No
If yes,
(ii) Avg. length of area to be filled: 300' East 265' West
(iii) Avg. width of area to be filled: 10' East 16' West
(iv) Purpose of fill: Roadway Shoulders
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ^No detour structures? ^Yes ®No
If yes, explain: Telephone Cable will be Relocated By If yes, explain:
Directional Bore.
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or ceRfication. -
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I ~ ''r-C r7~ 77 C;'+7 ~/7P-S (3ridges and Culverts, Page 4 of 4)'
a Will the proposed project require any work channels?
^Yes ®No
If yes, oomplete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment
d. How will excavated or fill material be kept on site and erasion
controlled?
Turbidity Curtains and Silt Fences will be used to retain
sediment on-site
f. Will wetlands be crossed in transporting equipment to project site?
^Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ^No
If yes, complete form MP-2, Section 3 for Sho2line
Stabilization only.
May 12,2011
Date
8-5202 Beaufort 18 NC 99 Over Intercepting Canal Beaufort
County WBS Element Number 45300
Project Name
Jay B. Johnson
Applicant Name ~ ~ 1
r `/ (MAC"
Applicant Signa k ~\

~ ~~
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
May 12, 2011
WBS Element Number:
County:
Description:
MEMORANDUM TO:
FROM: Jay Johnson
Division 2 Environmental Officer
SUBJECT:
Division 2 respectfully request a CAMA Section .1600 GP for the Water Line Relocation
as shown on the Utility Plans. Your assistance in this matter is greatly appreciated.
STATE OF NORTH CAROLINA
45300
Beaufort
B-5202 Beaufort 18, NC 99 Over Intercepting Canal
Stephen Lane, NCDCM Field Representative
Section .1600 GP Request
EUGENE A. CONTI, JR.
SECRETARY
JBJ/ms
MAB.RJG ADDRESS:
NC DEPARTMEIJT OF TRANSPORTATION
DNISION OF HIGHWAYS
P.O. BOx 1587
GREENVILLE, NC 27835
TELEPHONE: [phone]
FAX: [phone]
LOCATION:
P.O. Box 1587
GREENVaLe,NC
WEBSITE: WWW.NCDOT.GOV

~ 1 ®5 ~ 5 Office Use Only:
Corps action ID no.
' DWO project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification C Form
A. A licant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ^ Section 10 Permit
1b. Specify Nationwide Pennit (NWP) number: 3 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ^Yes ®No
1d. Type(s) of approval sought from the DWO (check all that apply):
® 401 Water Quality Certification -Regular ^ Non~04 Jurisdictional General Permif
^ 401 Water Quality Certification -Express ®Riparian Buffer Authorization
1 e. Is this notification solely for the rewrd
because written approval is not required? For the record only for DWQ 401
Certification:
^ Yes ®No For the record only for Corps Permit:

®Yes ^ No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ^Yes ®No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ®Yes ^ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ®Yes ^ No
2. Project Information
2a. Name of project: B-5202 Beaufort 18 Bridge To Bridge Replacement NC 99 Over Intercepting Canal
WBS Element Number 45300
2b. County: Beaufort
2c. Nearest municipality /town: Pantego
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 85299
3. Owner Information -
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (far LLC if
applicable): N/A
3d. Street address: 105 Pactolus Highway NC 33 P.O. Box 1587
3e. ,City, state, zip: Greenville, NC 27835
3f. Telephone no.: 252-830-3490
3g. Fax no.: 252-830.3341
3h. Email address: [e-mail]
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ^ Agent ®Other, specify: Division 2 Environmental Officer
4b. Name: Jay B. Johnson
4c. Business name
(if applicable): North Carolina Depratment of Transportation
4d. SVeet address: P.O. Box 1587
4e. City, state, zip: Greenville, NC 27835
4f. Telephone no.: 252-830-3490
4g. Fax no.: 252-830-3341
4h. Email address: [e-mail]
5. Agent/COnsultarit Information ('d applicable)
5a. Name: N/A
5b. Business name
(if applicable):
Sc. Street address:
5d. City, state, zip:
5e. Telephone no.:
Sf. Fax no.:
Sg. Email address:
Page 2 of 11
PCN Form -Version 1.3 December 10,2008 Version

B. Project Information and Prior Project History i
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): B-5201 Beaufort 33 NC 99 Over U/T Cuckolds Creek
Latitude: N 35.618235 Longitude: - W
1 b. Site coordinates (in decimal degrees): 76.646340
(DD.DDDDOD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Cuckolds Creek
a Tributary of Pamlico River
proposed project: ,
2b. Water Quality Classification of nearest receiving water: SC;NSW
2c. River basin: Tar-Pamlico Pamlico 03020104
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
NC 99 is a paved Primary State Highway. Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
0 Square Feet of 404 Wetland Impacts For The Bridge To Bridge Replacement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60' This site is part of a longer adjacent stream system
3d. l=xplain the purpose of the proposed project:
Bridge To Bridge Replacement ;the existing bridge has deteonated and needs replacing.
3e. Describe the overall project in detail, including the type of equipment to be used:
The 6risting 105' Long RC Floor on Timber Pilings Bridge will be replaced with a Proposed 124' Long 21" Cored Slab
Bridge. Excavators,Dump Trucks,and Crane Trucks will be used for the Bridge To Bridge Replacement.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ^ No ^ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
^ Preliminary ^ Final
of determination was made?
'4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Stephen Lane, NCDCM Jay Other
NCDCM and NCDOT
Johnson,NCDOT .
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
December 4, 2009
5. Project History
5a. Have permits or certifications been requested or obtained for ^Yes ®No ^ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file° insWcfions:
Page 3 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ^ Yes ®No
6b. If yes, explain.
Page 4 of 11
PCN Form -Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
^ Wetlands ®Streams -tributaries ®Buffers
^ Open Waters ^ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number- Type of impact Type of wetland Forested (Corps -404, 10 Area of impact
Permanent (P) or (if known) DWO -non-404, other) (acres)
Tem ora
W1 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W2 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W3 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W4 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
WS ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
W6 ^ P ^ T ^ Yes ^ Corps
^ No ^ DWO
2g. Total wetland impacts 0 Sq. Ft.
2h. Comments: 0 Sq. Ft. of 404 Wefland Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all sVeam sites impaled.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impal Type of impal Stream name Perennial Type of jurisdiction Average Impal
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non~04, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P Q T Proposed Intercepting Canal ®PER ^ Corps 105, 125
Retaining Wall ^INT ®DWQ Linear. Ft.
S2 ®P ^ T Pilings Intercepting Canal ®PER
^ INT ^ Corps
®DWQ 105' 52 Sq. Ft.
S3 ®P ^ T Pilings Intercepting Canal ®PER
^ INT ^ Corps
®DWQ 105' 52 Sq. Ft.
S4 ®P ^ T Pilings Intercepting Canal ®PER
^ INT ^ Corps
®DWQ 105' S2 Sq. Ft.
SS ®P ^ T Pilings Intercepting Canal ®PER
^ INT ^ Corps
®DWQ 105' 52 Sq. Ft.
S6 ^ P ^ T ^PER ^ Corps
^ INT ^ DWO
3h. Total stream and tributary impacts 125
Linear Ft.
3i. Comments: 125 Linear Feet of Stream Impals for retaining Wall 208 Sq. Ft. for Pilings In Intercepting Canal
Page 5 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of

4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
' impact number - (if applipble) Type of i mpact Waterbody type Area of impact (acres)
Permanent (P) or

Tem ora _
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts None
4g. Comments: No Open Water Impacts
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. Sd. 5e.

Pond ID
Proposed use or purpose Welland Impacts (acres) Stream Impacts (feet) Upland

number acres
( )
of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total None
Sg. Comments: None
Sh. Is a dam high hazard permit required?
^ Yes ^ No I f yes, permit ID no:
5i. Expected pond surtace area (acres):
Sj. Size of pond watershed (acres):
Sk. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below . If yes, then individual ly list all buffer impacts
below. If an im ads uire miti a6on, then ou MUST fill out Section D of this form.
6a.
^ Neuse
®Tar-Pamlico
^ Other: None
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act r wired?
61 ®P ^ T Fill Intercepting Canal ®Nos 510 Sq. Ft. 320 Sq. Ft.
62 ®P ^ T Fill Intercepting canal ®Nos 2302 Sq. Ft. 1513 Sq. Ft.
B3 ®P ^ T Fill Intercepting Canal ®Nos 557 Sq. Ft. 354 Sq. Ft.
6h. Total buffer impacts
6i. Comments: See Page 6-A For Total Buffer Impacts
Page 6 of 11
PCN Fonn -Version 1.3 December 10, 2008 Version

4. Open Water Impacts - ~
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U. S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. ~ 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Tem ora
01 ^P^T
02 ^P^T
03 ^P^T
04 ^P^T
4f. Total open water impacts None
4g. Comments:
5. Pond or Lake Construction
If and or lake construction ro osed, then com lete the chart below.
5a. 5b. Sc. Sd. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland.
PondlD Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total None
5g. Comments: None
Sh. Is a dam high hazard permit required?
^ Yes ^ No If yes, permit ID no:
Si. Expected pond surface area (acres):
Sj. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miff ation, then ou MUST fill out Section D of this form.
6a.
^ Neuse ®Tar-Pamlico ^ Other: None
Project is in which protected basin? ^ Catawba ^ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Tem ora im act re wired?
B1 ®P ^ T B 4 Fill Intercepting Canal ®Nos 501 Sq. Ft. 346 Sq. Ft.
B2 ^P^T ^Yes
^ No
B3 ^P^T ^Yes
^ No
6h. Total buffer impacts 3870Sq. Ft. 2533 Sq. Ft.
6i. Comments: 0.09 Acres of Buffer Zone 1 Impacts and 0.06 Acres of Buffer 2 Impacts
Page ~ of 6
PCN Form -Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There are No 404 Wetland Impacts for this Project and No Coastal Wetland Impacts; However, There are 3870 Square Feet
of Buffer Zone 1 Impacts and 2533 Sq. Ft. of Buffer Zone 2 Impacts due to the installation of a Longer Bridge to Replace the
Existing Bridge. The Wetland Impacts have been minimized to the greatest extent feasible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ^ Yes ®No
2b. If yes, mitigation is required by (check all that apply): ^ DWQ ^ Corps

2c. If yes, which mitigation option will be used for this
project? ^ Mitigation bank

^ Payment to in-lieu fee program
^ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ^ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ^ warm ^ cool ^cold
4d. Buffer mitigation requested (DW(2 only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form -Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) -required by DWQ
6a. Wiil the project result in an impact within a protected riparian buffer that requires ^ Yes ®No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required: None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
pennittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
WA
6h. Comments:
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a . Does the project include or is it adjacent to protected riparian buffers identfied ®Yes ^ No
within one of the NC Riparian Buffer Protection Rules?
1 b . If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Storm Water will diffuse flow through vegetated uplands before entering
®Yes ^ No
wetlands. There are No Weep Holes on the Proposed Bridge, and stormwater is
treated at the outlet pipe at Station 14+20 with Rock Inlet Sediment traps, Type A.
Stormwater will fitter and diffuse flow through Special Sediment Control Fence.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A Roadway/Bridge Project
2b. Does this project require a Stormwater Management Plan? ®Yes ^ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, [hen provide a brief, na rtative description of the plan:
Storm Water will diffuse flow through vegetated uplands before entering wetlands. there are no Weep Holes on the
Proposed Bridge, and stormwater is Veated at the outlet pipe at Station 14+20 with Rock Inlet Sediment traps, Type A.
Stormwater will filter and diffuse flow through Special Sediment Control Fence.
^ Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ^ DWO Stormwater Program
® DWO 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
^ Phase II
^ NSW
3b. Which of the following locally-implemented stormwater management programs ^ USMP
apply (check all that apply): ^ Water Supply Watershed
^ Other: N/A
3c. Has the approved Stormwater Management Plan with proof of approval been ^Yes ®No
attached?
4. DWQ Stormwater Pro ram Review
® Coastal counties
^ HOW
4a. Which of the following state-implemented stormwater management programs apply ^ ORW
(check all that apply): ^ Session Law 2006-246
® Other. NPDES Permit
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ^Yes ®No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ^Yes ^ No
Page 9 of 11
PCN Form -Version 1.3 December 10, 2008 Version

Sb. Have all of the 401 Unit submittal requirements been met? ^Yes ^ No
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/stateAocel) funds or the ®Yes ^ No
use of public (federal/state) land?
1 b. If you answered "yes° to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ^Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)? '
1 c. If you answered °yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ^Yes ^ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated .
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ^Yes ®No
or Riparian Buffer Rules (15A NCAC 28 .0200)?
2b. Is this an after-the-fact permit application? ^Yes ®No
2c. If you answered °yes° to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ^Yes ®No
additional development, which could impact nearby downstream water quality?
3b. If you answered 'yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered'no,° provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discha rge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form -Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
^ Yes ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ^ Yes ®No
impacts?

5c. If yes, indicate the USFWS Field Office you have contacted. ^ Raleigh
^ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Mr.Travis Wilson, NCWRC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ^ Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as'having historic or cultural preservation ^ Yes ®No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT HEU Historic Architecture and Archaeology
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ®Yes ^ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no-rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Jay B. Johnson May 12, 2011
ApplicenUAgent's Printed Name Appli U enY Signature Date
(AgenYS signature is vali o ty d a ration letter from the applicant
is rovid
Page 11 of 11
PCN Form -Version 1.3 December 10, 2008 Version

NO SURVEY REQUIRED FORM
Project Tracking Na. (/n(erwl Use)
11-03-0043
PROJECT INFORMATION
Pro'eciNo: B-5202 Coun Beaufort
WBS No: 45300.1.1 Document: PCE
F.A. No: Funding: State ®Federal
Federal (USAGE) Permit
Required? ®Yes No Permit
Type; Nationwide
Proiect Description: Replace Bridge No. 18 on NC 99 over unnamed canal. Design plans show
the bridge will be replaced in-place with an off site detour. Area of Potential Effects (A.P.E.) is
18 meters (60 ft.) wide and 30S meters (1,000 feet) long.
SUMMARY OF CULTURAL RESOURCES REVIEW
examination of aerial photograph, topographic map, soil survey, and listings of previously
recorded sites, previous archaeological surveys, and previous environmental reviews at the
Office of State Archaeology. Aerial photograph shows the project azea is ditched agricultural
fields in all four quadrants. There is a structure in the southwest quadrant. The unnamed ditch
appeazs to have been artificially straightened. Topographic map (Pantego, N.C.) shows
extremely flat landforms in all quadrants, and poorly drained soil in the northeast quadrant. Soil
survey shows the soil next to the bridge is very poorly drained Arapahoe fine sandy loam. There
aze no previously recorded archaeological sites nearby, and the A.P.E. has not been previously
surveyed for azchaeological sites. The A.P.E. has not been part of any projects that have been
through environmental review.
predtcttn2 that there are no unidentified historic properties in the APE: The review indicates
the A.P.E. has little potential for azchaeological sites because it is surrounded by poorly drained
soil.
SUYPUR'1' llUCUMENTATION
®Map(s), ^Previous Survey Info, ^Photos, ^Correspondence, ^Notes
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY R/E~QUI~RED~ ®Archaeology ^Historic Architecture
Caleb Smith l-~C/L/ (~ 4/8/2011
NCDOT Cultural Resources Specialist
Date
'No Survey Required"/ormJar MinorT panu~ion Pm/rcls a.Quof~ed in the 700]Pmerammalic Agnrmrn~.
NCIXJTArchcedopy 6 Hiemria Archinaun Groupr

PANTEGO QUADRANGLE ~ ?ESE'
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Project Tracking No. (/nterna( Uae)
31-03-0043
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No.• B-5202 County: Beaufort
WBSNo: 45300.0.0 Document: PCE
FA. No: BRSTP-0099(9) Funding. ^ State ®Federal
Federal (USAGE) Permit Required? ®Yes ^ No Permit Type.• N WP3
Project Description:
Replace Bridge No. 18 on NC 99 over unnamed channel.
SUMMARY OF CULTURAL RESOURCES REVIEW
Briejdescription of review activities, results of review, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on March 30, 2011. Based on this review, there were no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects Beaufort County GIS mapping including aerial photography
and tax information revealed no structures more than 50 years old exists within the APE.
BriejExplanatian ojwhy the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in [he APE:
There are no structures more than 50 years old within the APE. Using HPO GIS website and Google
Street view, and the Beaufort County Tax Parcel Data provides reliable information regarding [he
structures in-the APE. These combined utilities are considered valid for the purposes of determining the
likelihood of historic resources being present.
SUPPORT DOCUMENTATION
See attached: Maps
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REQUIRED
~J'
NCDOT
11 Z~ (. `
Date
"NO Survey Regm¢d"dorm for Minor Trmisponmion Projrns u Qua(~ed in the Irh'17 Prog+ammarir Agrremem.
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RE Beaufort 18 B-5202.txt
From: Lane, Stephen
Sent: Friday, December 04, 2009 9:06 AM
To: Sutton, Michael w
Subject: RE: Beaufort 39 B-4025
Hi Mike,
i have visited the following sites and made the following jurisdictional
determinations:
Beaufort County Bridge 18 (8-5202) on NC99 over intercepting canal - jurisdictional
Beaufort county Bridge 39 (8-4025) on SR1925 over Broomfield Swamp Canal -
7urisdictional Beaufort County Bridge 60 (B-5200) on NC33 over Blounts Creek -
lurisdictional Craven County Bridge 10 (B-4086) on sRllll over Brice Creek -
7urisdictional
I also plan to visit the remaining sites you sent me for determinations next week if
we have some normal weather patterns then and will send you an email on what 1 find
out.
Thanks,
Stephen
=----original Message-----
From: Sutton, Michael w
Sent: Thursday, December 03, 2009 11:20 AM
To: Lane, Stephen
Cc: Caldwell, Betty A; 7ohnson, lay B; Tones, Larry L
subject: Beaufort 39 a-4025
Good Morning Lady and Gentlemen...Beaufort 39,6-4025, sR 1925,Idalia Road over
Broomfield swamp Canal is up for replacement. we request a LAMA jurisdictional Call
as soon as possible. Attached are maps for your use.Many Thanks...mike
Email correspondence to and from this sender is subject to the N.C. Public Records
Law and may be disclosed to third parties.
Page 1

Sutton, Michael W
From: Wilson, Travis W.
Sent: Thursday, November 19, 2009 12:52 PM
To: Sutton, Michael W
Subject: RE: Division 2 Bridges
Mike, I think this covers all the bridge replacements projects you have requested comments
for, however if I have left off anything let me know.
B-5200: This crossing of Blount's Creek should have an anadromous fish moratorium of Feb
15 to June 15.
B-5201: No concern
B-5202: No Concern
B-5203: No Concern
B-5204: No Concern
B-5205: No Concern
B-9234: No concern
B-9236: No Concern
If you have any more questions let me know.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

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Round Corruo atatl Steal Plpe
2 2/3 x 12 corru9etlon ••
Dlamater Yinlmum cover Yaxlmum Ne10 ht of Cover (feat)
Snches Snches (Oa) 18 14 12 10 R
12 12 204 256
15 12 182 204
18 12 1S5 169 239
21 12 115 145 2D4 '
24 12 100 128 170
30 12 ]8 100 142
36 12 65 63 11'1 152
42 12 55 ]0 100 130 160
48 12 46 61 87 113 139
54 12 54 ]7 100 123
60 12 69 90 111
68 12 B1 100
72 12 74 81
78 12 91
64 12 69

II PE - • (YSnlmum fill) 2' for pipe tllmeters > 12" and < 60"
'I • (Yax]mum fill) 20' for pipe dlmete ra 5 24"
17' far pipe diameters >_ 30" end < 60"
PVC - ` (YSn1wm fill) 2' for pipe diameters >_ 12" she < 36"
• (Yaxlmum fill) 90' for pipe tllemeters >_ 12" and < 36"
• FILL HEIGHT IS MEASURED FIfOY THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
Round Corrum atad Aluninum Pipe
2 2/3 x ) *z corru9atian
Diameter Y1.nlmum cover YaxLoum Heip hi of Cover (feet)
inches
12 Snc hea
12 (Oa) 16 14
123 155 12
216 10
281 8
344
15 12 88 123 174 224 275
18 12 R1 102 144 187 226
21 t2 89 87 123 180 195
24 12 DO 78 100 138 171
27 12 67 95 123 151
30 12 '60 85 111 136
36 12 50 71 92 113
42 12 60 76 96
46 12 52 66 84
r~ t 2 46 50 74
60 12 SD 62
66 12 61
]2 12 41

`• FOR OIFFEfiEHT CORflUGAT10N5 ANO ARCH PIPES REFER TO
fl0AD11AY DESIGN MANUAL OR YMAIFACTUREiiS SPECIFICATION.
REFER TO THE FOLLOMING FOR PIPE SPECIFICATIONS
CSP - AASHTO Y36
CARP - PASHTO Y198
HOPE - AASHIO Y294
wC • ASTY F849 or AASHfO Y304
NOTES: FILL HEIGHTS SHOMN MERE GLWIATEO USING
PASHTO LRFD ORIOGE DESIGN SPECIFICATIONS
1' MINIMUM COVER FOR ALL SLOE OMIN PIPE
IN ACCORDANCE YITN 711E STANDARD SPECIFICATIONS
RIGID PIPE
RCP - • (Y1nlmum fill) 1' for Cleae N 8 CLASS V
2' for Cless III d Class II
• (Yexlmum fill) 10' - Claeo II D1pe
20' Class III pipe
90' - Class rv pipe
40' - Class V pipe
(For fills > 40' 8 < 80' use LRFO OSrect Oaslpn Yathotl)
• FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE B07TOY OF THE PAVEMENT STflUCTU1IE
REFEO TO THE FOLLOIIING FOR PIPE SPECIFICATIONS
RCP AASHTO Y170
NOTES: FILL MEIGMS SMOMN MERE GLWUTFD USING
AASHTO LRFO fiIIIDGE DESIGN SPECIFIGTIONS
1' YI NIYUY CODER FON ALL SIDE DMIN PIPE
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