20100638 Ver 1_CAMA Application_20100805

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman., Secretary
4 August 2010
EXPRESS PERMIT REVIEW PROGRAM

MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location
Cyndi Karoly
Division of Water Quality
David W. Moye
Express Permits Coordinator
CAMA/DREDGE & FILL Permit Application Review
Century Land and Timber, Inc. c/o Randy Gillen
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AUG 0 5 20JD
DENR • WR 0ftTy
WETLANDS AND STC68WATER BRANCH
SR 1118 adjacent Old Canal (aka Summerset Canal) off the
Scuppernong River, near the Town of Creswell, in Tyrrell County, North
Carolina
Proposed Project: The applicant proposes to install a culvert in a manmade canal.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by 25 August 2010. If you have any questions regarding the proposed project, please
contact David Moye at 252-948-3852. When appropriate, in-depth comments with supporting
data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
943 Washington Square Mall, Washington, North Carolina 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.neV
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review Program
1. APPLICANT'S NAME: Century Land and Timber, Inc., c/o Randy Gillen
2. LOCATION OF PROJECT SITE: SR 1118 adjacent Old Canal (aka Summerset Canal) off Scuppernong
River, near the Town of Creswell, in Tyrrell County, North Carolina
Photo Index - 2006: N/A, 2000: N/A
State Plane Coordinates - X: 2,780,800 Y: 773,000 GPS Rover File: U072709A
(Creswell SE - upper left corner)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visits - 27 July 2010
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 3 August 2010
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Tyrrell County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PTA, PTS
(C) Water Dependent: YES
(D) Intended Use: Commercial - Timber harvest
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Earthen logging road and temporary log bridge
Planned Culvert with fill and riprap stabilization
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLF,D OTHF,R
(A) Vegetated Wetlands

(B) Non-Vegetated Wetlands X1,200 ft2 ±1,200 ft2

Canal bottom Undercut Culvert with
ri ra
(C) Other ±600 ft2
Highground Spoil area
(D) Total Area Disturbed: ±0.04 acres (±1,800 sq. ft.)
(E) Primary Nursery Area: No
(F) Water Classification: C;Sw Open: No
8. PROJECT SUMMARY: The applicant proposes to place a 12' diameter by 40' long steel culvert in a
manmade canal for road access on an existing easement.
Century Land and Timber, Inc., c/o Randy Gillen
Tyrrell County
Express Permit Review Program
Project setting
Joe Lassiter, with Quible & Associates, P. C., on behalf of Century Land and
Timber, Inc., c/o Randy Gillen, has requested the attached application be processed under
the Express Permit Review Program, for the placement of a culvert in a manmade canal.
The project site is located on SR 1118 adjacent Old Canal (aka Summerset Canal) off the
Scuppernong River, near the Town of Creswell, in Tyrrell County, North Carolina. The
unnamed manmade canal connects into Old Canal and bisects property owned by Mr.
Chester Honablew.
The project site is a crossing of the unnamed manmade canal located within a 30'
wide by 2000' long easement for a logging road on 79 acres of property owned by Chester
Honablew. The easement provides the only access to the applicant's 100 acre timber
tract. Mr. Honablew's property has been recently logged and currently the only
development existing on either property is the 20' wide dirt logging road in the
aforementioned easement as well as a temporary log bridge over the unnamed manmade
canal. The majority of the easement and logging road is located along the crest of the old
spoil bank running parallel to Old Canal within 10' to 15' of the canal bank.
The property is bordered on the upstream (south) side by a developed home site
with lawn grass including landscaping and ornamental shrubs and the SR 1118 bridge
crossing of Old Canal. The existing bridge has a vertical navigable clearance of 2' with no
restrictions on the horizontal canal width of ±50'. The property is bordered on the
downstream (north) side by undeveloped wooded wetlands.
The unnamed canal opens into Old Canal which is classified C;Sw by the
Environmental Management Commission. Old Canal and its tributaries are designated as
inland waters and are closed to shellfishing.
Project description
Mr. Gillen proposes to create a permanent crossing over the ±30' wide by -1.5' deep
unnamed manmade canal by installing a culvert in the canal and constructing a dirt road
over it. The proposed culvert is an effort to establish permanent access to Mr. Gillen's
property for future timber management practices. The culvert is Y2" thick steel with a
diameter of 12' and a length of 40'. The culvert will be placed in the canal, in the alignment
of the existing easement and dirt road, with the downstream end of the culvert ±10' from
the junction of the canal and Old Canal. Mr. Honablew has agreed to the culvert extending
5' on either side of the recorded easement (see attached authorization letter). The
applicant has proposed to install turbidity curtains above and below the work site to reduce
offsite turbidity. A 30' wide by 40' long area will be undercut at the crossing to allow for the
culvert to be bedded at least 1 foot below the existing bottom contour. The resulting spoil
will be placed in a 20' wide by 30' long section of the existing dirt road to dry and then
spread along the road surface. The ends of the culvert and fill will be stabilized with Class
"A" riprap on a 3:1 slope. The culvert will have a maximum navigation clearance of 6'
vertical above the normal water level (NWL) and 12' horizontally.
Century Land and Timber, Inc., c/o Randy Gillen
Tyrrell County
Express Permit Review Program
Page Two
Anticipated impacts
The project as proposed will result in the filling of 1,200 ft2 of manmade canal
bottom associated with the installation of the culvert and riprap stabilization. The
placement of spoil on the existing road will result in 600 ft2 of upland disturbance.
Temporary turbidity will result from the placement of the culvert and riprap stabilization.
David W. Moye - 3 August 2010
Quible
Quible & Associates, RC, PO Drawer 870
Kitty Hawk, NC 27949
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Phone: [phone]
SINCE 1959 Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J, Voldivieso, P.E.
ASSOCIATES
Joseph J. Anlauf, P.E.
Katherine C. Morchello, P.L.S.
August 2, 2010
Mr. David Moye
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Re: Century Land and Timber - Major CAMA Permit Application - Canal Crossing
Dear Mr. Moye:
Please find enclosed an Express Major CAMA Permit application package prepared by
Quible & Associates, PC (Quible) on behalf of Century Land and Timber, Inc. (CLT).
The proposed development is the placement of a 12' high by 40' long steel culvert within
an unnamed canal, off Old Canal near Creswell, Tyrrell County, NC, and the construction
of a 20'wide x 30' long dirt and gravel road crossing over the canal and culvert. The
proposed road crossing will be constructed within an existing, deeded 30' easement on
the 79 acre Chester Honablew property. A 10' portion of the culvert will lie outside the
30' easement. A copy of the deeded easement and associated easement plat along with a
deed for the Honablew property are provided with this application. A letter to Mr.
Honablew requesting his statement of no objection to the project has been prepared and
forwarded for his review and signature. A signed copy will be provided to DCM upon
receipt.
The purpose of the proposed canal crossing is to create a permanent access to the 100
acre CLT property within the alignment of an existing dirt logging road to facilitate
timber harvest and long term timber management of their property accessed via the 30'
easement. No other means of access to the property is available to CLT. The proposed
road crossing of the canal is the only development proposed. No additional improvements
to the logging road are proposed or anticipated. Provided in the application package are
25 copies of a plan view and cross section plat indicating the development proposed, a
USGS vicinity map, DCM CAMA application forms MP-1, MP-5, a copy of the deed for
the CLT property that is accessed by the logging road, the aforementioned Honablew
letter and deeds, a riparian property owner notification letter to NC DOT, who are the
owners on both sides of the project, along with the certified mail receipt, and the express
CAMA application fee of $3,000.00 made payable to NC DENR.
Thank you for your attention to this submittal. Please review and let me know if you
have questions or need additional information. If you find the application to be complete,
I request that you initiate the formal review process and advise CLT and Quible of any
additional actions that may be required.
Sincerely,
(a
iates, PC
& 4er
Josep , Pre
sident, CEP
cc: Randy Gillen, CLT
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Century Land And Timber, Inc Canal Crossing
Applicant 1: First Name MI Last Name
Randy G. Gillen
Applicant 2: First Name MI Last Name
Chester Honablew
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
104 Kenilworth Road Greenville NC
ZIP Country Phone No. FAX No.
27858 USA 252 355 0360 ext. 252 355 0360
Street Address (if different from above) City State IP
NA T -
Email
[e-mail]
2. AgentContractor Information
Business Name
Quible & Associates, PC
Agent/ Contractor 1: First Name MI Last Name
Joseph S. Lassiter
Agent/ Contractor 2: First Name MI Last Name
NA
Mailing Address PO Box City State
na Drawer 870 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 3300 ext. na - - ext.
FAX No. Contractor #
252 261 1260 na
Street Address (if different from above) City State ZIP
8 Juniper Trail Kitty Hawk NC 27949-
Email
[e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Tyrrell NA SR 1118
Subdivision Name City State Zip
NA
Phone No. Lot No. (s) (if many, attach additional page with list)
NA - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Old Canal
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
[]Natural NManmade []Unknown Scuppernong River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
[]Yes NNo work falls within.
na
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
60' 30' wide by approx. 2000' long easement =60,000 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
na, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 5' ?NHW or ®NWL
e. Vegetation on tract
Herbaceous weeds along shoulders of logging road within the 30' ROW
f. Man-made features and uses now on tract
20'x 2000' earthern logging road with a temporary log bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Mature and cut over timberland
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
unzoned (Attach zoning compliance certificate, if applicable)
[]Yes ?No NNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes NNo ?NA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes NNo ?NA
National Register listed or eligible property?
<Form continues on next page>
d'n 5 m' e,t G ?.b ks `? -r Fx `6' ?t ¢; `. e.. k
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site?
NYes ?No
(ii) Are there coastal wetlands on the site? ?Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ?Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
na . No residential development proposed
o. Describe existing drinking water supply source.
NA
p. Describe existing storm water management or treatment systems.
NA
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? NCommercial []Public/Government
[]Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project is to place a 12' wide x 40' long culvert within the designated 30' ROW of the Chester Honablew
property to provide a permanent crossing on an un-named canal off Summerset Canal tieing into South Fork Creek
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Culvert will be placed in the canal. Sediment curtains will be placed on either side. 20' wide road will be placed over the
culvert utilizing clean fill material with a side slope of not less than 2:1. Side slopes will then be stabilized with a rock
revetment. Work will be done using dump trucks, and a backhoe.
d. List all development activities you propose.
Placing a culvert in public waters. Filling of public trust water (approx. 30 long x 40' wide x 10' high
e. Are the proposed activities maintenance of an existing project, new work, or both? new
f. What is the approximate total disturbed land area resulting from the proposed project? 1,200 NSq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
na
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ?No NNA
j. Is there any mitigation proposed? ?Yes NNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult 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 site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims 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 certified 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 Mr. Derek S. Lee, NC Department of Transportation Phone No.
Address 1300 US HWY 64 West, Plymouth, NC 27962
Name Phone No.
Address
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
na
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application 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 fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date -July 21, 2010 Prin,
!T 1--? .- e -Randy G. Gillen
Signature
r L31 ?
24,
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information
' ...
13
Form GCM MP-5
BRIDGES and CULVERTS
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ® This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
d. Water depth at the proposed crossing at NLW or NWL:
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) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Length of proposed bridge: h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k• Navigation clearance underneath proposed bridge: I. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
2. CULVERTS ?This section not applicable
a. Number of culverts proposed: One
b. Water body in which the culvert is to be placed:
Unnamed canal off Old Canal

Form 0CM P,µ (Brk)ges arr(J Cuiv r'w:s, Page 2 of 4)
< Form continues on back>
C. Type of culvert (construction material):
1/2" steel
d. (i) Will proposed culvert replace an existing bridge?
?Yes ®No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert: 40 feet
h. Height of the top of the proposed culvert above the NHW or NWL
6'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
e. (i) Will proposed culvert 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 culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert: 12'
i. Depth of culvert to be buried below existing bottom contour.
2' with 1' bedded
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 40'
(iii) Avg. width of area to be excavated: 30'
(iv) Avg. depth of area to be excavated: 2'
(v) Amount of material to be excavated in cubic yards: 89
C. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?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 be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (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 the excavation in these areas:
', 8 0&3•2 98 .. "f-S,':! Ut 0 FC('JiAS"t" fi

d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Resulting material associated with culvert installation will be stockpiled on logging road.
(ii) Dimensions of the spoil disposal area: 20' x 30'
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ?No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NW L? ? ?Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be filled: 40'
(iii) Avg. width of area to be filled: 30'
(iv) Purpose of fill: Required to create the road crossing of
the canal and to cover the culvert structure.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within coastal wetlands/marsh (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 the excavation in these areas:
g. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
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: If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
t '; ?l? t,A
s d , 1 e r . if ..
15
t rp DC PM (Bvi ge's and Culverts, Page of )
C. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2. Sediment curtains will be placed in the canal during
installation of the culvert and silt fence will be installed
to contain spoil material in the spoil disposal area.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Dump Truck and Backhoe
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 Shoreline
Stabilization only.
l Zn (b
Date
Project Name
Century Land and Timber Culvert Crossing
Applicant Name
Randy G. Gillen
Applicant Signature
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.

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Name: CRESWELL SE
Date: 7/13/2010
Scale: 1 inch equals 2000 feet
Location: 035.8414474° N 076.3628010° W NAD 83
Caption: Gillen Project Location
Major CAMA Canal Crossing

FAX NO. :2523550360
MED in TYRRELL Count y. NC
on Fob 18 2010 It 11:00:45 AM
by: Mole* L. Armotrong
Rooter of Deeds
BOOK 221 PAGE 445
Deed of Easement
Jun. 10 2010 10:47AM P3
North Carolina Prepared by RGillen
PO Box 2
County of. Tyrrell.. Ayden, NC..28513
THIS DEED OF EASEMENT, made this the 4th day of February, 2010, by and between
Chester Honablew, of 21.17 Ravenswood Street, Hyattsville, MD hereinafter referred to as
Grantors; and. Century Land and Timber, a. North Carolina Coloration, hereinafter referred to
as Gawitee;
WITNESSETH:
WHEREAS, the Grantor(s),' is/are the owner(s) of certain property in Tyrrell' County, North
Carolina;
AND "ERAS, the Grantor(s) has/have agreed to convey to the Grantee, a non-exclusive
easement for ingress, egress and regress, in, over and on the aforesaid property of the Grantor(s)
hereinafter described;
NOW, THEREFORE, in consideration of the premises and other valuable consideration,
Grantor(s) do hereby grant and convey unto the Grantee a non-exclusive right-of-way and easement
for purposes of ingress, egress and regress, in, over and upon the hereinafter described land located
in Tyrrell Count North Carolina, and more particularly described as follow
BEING all of that property as shown on Exhibit A attached hereto and
Incorporated herein by reference as if fully set forth.
When reference is made to the Grantor or Crrantee, the singular shall include the plural and
the masculine shall include the feminine or the neuter.
The aforesaid property was conveyed to Grantor(s) in Book 113
Page 49, Tyrrell County Registry, Tax Map # T022 01002.
TO HAVE AND TO HOLD the aforesaid right-of-way and easement unto the Grantee. and
its successors and assigns for the use and purposes thus stated.
/?
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FAX NO. :2523550360
HOOK 221,PAGE 447
Jun. 10 2010 10:47AM P5
Sato of Maryland
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i, r1-4yynes ?itJ l F? z Zl Ik7 5' a Notoxy of said e1ty md stave do
hereby oeMl that
lam' br aPP bore this day and acknowledged t e dice exwidda of this deed of
ease?nentWitness my l? and notarial seat„ this ? ?h city of
??? 12010.
FROM FAX NO. :2523550360 Jun. 10 2010 10:46AM P2
x f, BOOK 221 PAGE 448
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FROM :
FAX NO. :2523550360
P Issued Fob 20 2010
169.00TYRRELL
9t•h.•t County
North Caroiju
Rost Eatato Excao Tog
Jun. 10 2010 10:48AN P7
-M?k
STAMPS PAID S 11r q, b y
PREPARED BY.
RornthA Riley, Ellis and Maland
Attorneys at Law
P. 0. Box 510
Columbia, NC 27925
Delinquent taxes, if any, to be paid by the closing attorney
to the county tax collector upon disbursement of closing proceeds.
NORTH CAROLINA
TYRRELL COUNTY
THIS DEED, made and entered into this the 26th day of February, 2010, by
EARL, G. SAWYER, SR., a Free Trader, Grantor,.P. 0. Box 1366, Craigsville,
West Virginia 26205, to CENTURY LAND AND TIMBER, INC., 104
Kenilworth Road, Gn•eenville, NC 27858 and ERNEST B. DERSTINL d/b/a
DERSTINE LOGGING, 2755 Highway 45 North, Pantego, NO 27860 Grantee;
WITNESSETH.
THAT said Grwitor for and in consideration of the sum of Ten & No/100
($10,00) Dollars and other good and valuable considerations to him paid by
Grantee, the receipt of which is hereby acknowledged has bargained and sold, and
by these presents does grant, bargain, sell and convey to said Grantee, their
FILED in TYRRELL count, Ne
on Fsb 26 2010 N 02:63.0H PM
by: Wat ip L. Mmotrony
%Oster of 0"
BOOK 221 'AGE 492
FROM
FAX NO. :2523550360 Jun. 10 2010 10:49AN Pe

successors and assigns, in'&*,s :W6 in:t or parcel of land in the South
N
Fork Township, Tyrrell County, North Carolina, and more particularly described
and bounded as follows, to-wit;
BEGINNING at a stake on the South bank of Scuppernong Diver and East bank of
Old Canal North 78 degrees 14 minutes East 310.4 feet; South 3 degrees 26
minutes West 155.9 feet; South 15 degrees 18 minutes West 147.7 feet; South 38
degrees 53 minutes West 47,1 feet; South 68 degrees 13 minutes West 981 feet;
South 76 degrees 23 minutes West 117.0 feet; South 24 degrees 22 minutes West
250.2 feet; South 58 degrees 41 minutes West 46.5 feet; South 33 degrees 07
minutes West 80.9 feet; South 11 degrees 52 minutes West 46.0 feet; South 8
degrees 08 minutes East 68.1 feet; South 32 degrees 17 minutes West 81.7 feet;
South 52 degrees 19 minutes West 51.9 feet; South 39 degrees 06 minutes West
86.9 feet; South 18 degrees 57 minutes East 65.0 feet; South 41 degrees 59 minutes
East 87.4 feet; South 75 degrees 26 minutes East 98.0 feet; North 60 degrees 58
minutes East 35.4 feet; North 53 degrees 35 minutes East 118.8 feet; South 54
degrees 11 minutes East 191.5 feet; South 44 degrees 25 minutes East 158.4 feet;
South 47 degrees 04 minutes East 116.0 feet; South 18 degrees 50 minutes East 61.2
feet; North 87 degrees 42 minutes West 152.3 feet; South 63 degrees 53 minutes
West 86.8 feet; South 11 degrees 12 minutes West 49.1 feet; South 29 degrees 05
minutes East 78.3 feet; South 57 degrees 55 minutes East 130.1 feet; South 43
degrees 12 minutes East 132,9 feet; South 30 degrees 11 minutes East 231.5 feet;
South 21 degrees 03 minutes East 69.5 feet; South 23 degrees 08 minutes East
119.4 feet; South 13 degrees 31 minutes East 170.8 feet; South 29 degrees 46
minutes East 116.6 feet; South 2 degrees 25 minutes East 48.5 feet; South 12
degrees 30 minutes West 118.6 feet; South 55 degrees 03 minutes West 169.7 feet;
South 29 degrees 21 minutes West 165.6 feet; South 52 degrees 38 minutes West
101.0 feet; South 29 degrees 16 minutes West 118,9 feet; South 22 degrees 42
minutes West 113.7 feet; South 27 degrees 02 minutes West 132.6 feet; South 50
degrees 32 minutes West 80.1 feet; South 85 degrees 35 minutes West 104.1 feet;
South 53 degrees 27 minutes West 192.0 feet; North 87 degrees 50 minutes West
85.7 feet; South 53 degrees 43 minutes West 51.0 feet; South 23 degrees 51
minutes West 61.4 feet; South 25 degrees 01 minute East 88.0 feet; South 54
degrees 13 minutes West 32.2 feet; North 82 degrees 07 minutes West 89.7 feet;
South 77 degrees 49 minutes West 71.7 feet; South 61 degrees 56 minutes West
61.0 feet; South 1 degree 13 minutes East 64.3 feet; South 35 degrees 31 minutes
West 89.6 feet; South 79 degrees 09 minutes West 70.0 feet; North 55 degrees 44
minutes West 74.0 feet; South 86 degrees 55 minutes West 119.6 feet; South 48
degrees 14 minutes West 148,3 feet; South 21 degrees 18 minutes West 126.0 feet;
South 55 degrees 41 minutes West 138.0 feet to a stake on the West bank of South
Fork Creek; thence North 63 degrees 43 minutes West 969.8 feet to a stake in the
FROM FAX NO. :2523550360 Jun. 10 2010 10:50AM P9
There is excepted from this conveyance all those mineral rights retained by the
Weyerhauser Company and described more particularly in a deed dated December
17, 1987, from Weyerhaeuser Company to Weyerhaeuser Real Estate Company
which is of record in Book 157, page 781, of the Office of the Register of Deeds of
Tyrrell County.
This property heretofore described is conveyed subject to all rights of way,
easements, pole line permits, governmental regulations, and agreements of record,
and like items, and subject also to those governmental regulations, restrictions,
rights of way and easements, if any, constituting constrictive notice-
Also right of drainage into canals crossing or bordering the above described lands.
Being all of that land conveyed to the United States of America by deed from D.
Edgar Woodley, dated October 14,1937, recorded December 17, 1937, in Book 89,
Page 341, in the Office of the Register of Deeds of Tyrrell County, North Carolina.
Reference is given to that certain deed dated August 23, 1988, by and between
Weyerhaeuser Real Estate Company and East Coast Forest Product, Inc. which is
of record in Book 158, page 604, and re-recorded in Book 162, page 757, of the
Office of the Register of Deeds of Tyrrell County. Further reference is given to
that certain deed dated April 30, 1992, by East Coast Forest Products, Inc. to
Treesearch Corp., Inc. which is of record in Book 163, page 868, of the Register
of Deeds of Tyrrell County.
Reference is given to that certain Prenuptial Agreement dated July 10, 2002 by
and between Earl G. Sawyer and Bertha Faye Watley, of record in Book EZI,,
page 4 2t. - , of the Register of Deeds of Tyrrell County.
TO HAVE AND TO HOLD the aforesaid bract or parcel of land, and all
privileges and appurtenances thereto belonging, to the said Grantee, their
successors and assigns, in fee simple.
AND the said Grantor, for himself and his executors and administrators,
covenants with Grantee, their successors and assigns, that he is seized of said
premises in fee and has perfect right to convey in fee simple, that the same are
free and clear from all encumbrances, and that he does hereby forever warrant and
will forever defend the said title to the same against the claims of all persons
whomsoever.
Title to the property hereinabove described is subject to the following:
1. Noncompliance with local, county, state or federal government laws,
ordinances, or regulations relative to zoning, subdivision, environmental matters
or nontoxic and toxic wastes, occupancy, use, construction or the development of
the subject property.
2. Ad valorem taxes due the County of Tyrrell, if any.
3. Rights of others, if any, to drain by and through ditches and canals
located adjacent to or upon lands herein conveyed.
4. Mineral Rights retained by Weyerhaeuser referred to above.
5. Lack of access.
IN TESTIMONY WHEREOF, the Grantor has hereunto set his hands and
seals, or if corporate, has caused this instrument to be signed in its corporate name
by its duly authorized of£icexx and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year first above written.
,l
"EAL)
Earl G. Sawyer, Sr.
STATE OF NORTH CAROLINA,
COUNTY OF TYRRELL
X, Martha Blount R. Simpson, Notary Public, for said county and
state, do hereby certify that Earl G. Sawyer, Sr., a Free Trader, this day personally
...,.a*rm?«w.+.wu?wsa?r+.»?sacv+.?me7nwwwrm?rma?r 4cdffiRf1ih5'kd?dN?1$i.?9G11??f
FROM FAX NO. :2523550360 Jun. 10 2010 10:50AM P10
,
FROM
FAX NO. :2523550360 Jun. 10 2010 10:51RM P11

appeared before me and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed,
Witness my hand and official seal, this the 26th day of February,
2010.
Martha Blount R. Simpson, Notary Public
My Com. Expires: August 14, 2014.
LOCATE
NOTARY PUBLIC SEAL
;r! 0TP,RNr
I= ?J i-3 I ! C _ HERE
'character,and that they will,and their heirs and personal representatives shall, forever
warrant and defend the said title to the same against any and all persons lawfully claim&
ing or to claim the whole or any part thereof.
IN TESTIMONY WHEREOF the said William T. Beasley and wife, Bertha S. Beasley,
parties of the first part, have hereunto set their respective hands and affixed their
several seals, this the day and date first above written.
William T. Beasley (SEAL)
Bertha,S. Beasley (SEAL)
NORTH CAROLINA, TYRRELL COUNTY.
I, Melvin Pledger, Clerk of the Superior Court for Tyrrell County,North
Carolina, do hereby certify that William T. Beasley and his wife, Bertha S.Beasley,appear-
ed before me this day, in person, and acknowledged the due execution of the foregoing and
annexed instrument of writing for the purpose therein expressed. Let the instrument, with
'.this certificate, be registered.
Witness my hand this the 22 day of July, 1957.
Melvin Pledger
Clerk of Superior Court Tyrrell County
Filed for registration at 9;:35 o'clock A. M. on the 24th day of July, 1957,
and duly registered in the office of the Register of Deeds for Tyrrell County,North
Carolina, in j3ook 113 at Pages 48, etc.,on the 24th day of July,1957•
Register of Deeds
H;;•?..,. »'i;i'r Ki . ,n........n....... i; ili=:ic°.; .. isiii: llicll.--W ie 8::-.:;?:-..=ei. i:,n......
NORTH CAROLINA, TYRRELL COUNTY.
This deed made and entered into this the Fourth day of July 1957 by and be-
1tween Irvin Hornablue and wife Mary L. Hornablue,parties of the first part and Joseph
i
Hornablue and wife Edna J. Hornablue,parties of the second part, all of Washington County,
!North Carolina, WITNESSETH:
That whereas the property hereinafter described is now being foreclosed and
sold for Taxes due Tyrrell County for several-years and
Whereas the parties of the second part are willing to pay said taxes, and
relieve the parties of the,f.irst part from further liability.
Now therefore that for and in consideration of the above and other valuable.
consideration to the parties of the first. part paid by the parties of the second part, the
receipt. whereof is hereby acknoxledged,.the parties of'the: first part do bargain and sell...
and by. these presents do bargain,. sell. and convey unto the parties of the second part
their heirs and assigns in fee simple forever. all their right, title and undivided interes
'!in and to that certain parcel or lot of land lying and being in South Fork Township,
II
lTyrrsll County and described as follows:
?I
i Lot number 92 of that plat of land recorded in Book of Maps Page 35,

Public Registry of Tyrrell County, containing 79 acres more or less.
Excepting those certain parcels heretofore sold and subject to drainage
easement.
For further description see deed from Lawrence Hornablue to Joseph and
Irvin Hornablue and the deed from Simmons to Lawrence Hornablue,recorded
in Book 77, Page 178 Public registry of Tyrrell County.
To have and to hold the above undivided interest, the same being and one half
interest,unto the parties of the second part their heirs and assigns in fee simple forever
and the parties of the first part covenant to and with the parties of the second part that
they own the same in fee and have the right to convey the fee simple; that the same is free
from all incumbrances save and except the taxes which the parties of the second part as-
sume and agree to pay and that they will warrant and defend the title to the same against
the lawful claims of all parties whomsoever.
In testimony whereof the parties of the first part have hereunto set their
hands and seals this the day and year first above written.
Irvin Hornablue SEAL
Mary L. Hornablue SEAL
Personally appeared before me Irvin Hornablue and wife Mary L.Hornablue and
each duly acknowledged the due execution of the foregoing deed for the purpose therein
expressed.
In Witness Whereof I have hereunto set my hand and official seal.this the 5 day
of July 1957.
,(N.P.SEAL)
;STATE OF NORTH CARCLINA,TYRRELL COUNTY.
C. N. Davenport, Jr.
Notary Public
My commission expires April 12,1958
The foregoing certificate of C. N. Davenport,Jr.,a Notary Public of Washington
(County, is adjudged to be correct. Let the instrument with.the certificates, be registered.
Witness my hand this.the 29 day of July, 1957.
Melvin Pledger,
Clerk Superior Court
Filed for registration at 9:25 o1clock A. M. July 29, 1957, and registered in
the office of the Register of Deeds for Tyrrell County, N. C., in Book 113 at Page 49,
(July 29, 1957.

?! :: .?:: ii :? i:.-?'i^? ii i??? .?'if if?Ur: i. .. J: :i is i.?:'.• .??
Register of Deeds
Tyrrell County, N. C.
NORTH CAROLINA, TYRRELL COUNTY.
THIS DEED, made this the 12 day of Ju17,1957, by Arthur Cutrell and wife,
Cordelia J. Cutrell, parties of the first part, to Woodrow A. Cutrell and wife, Ida C.
Cutrell,parties of the second part, all of the County pf Tyrell, State of North Carolina,
WITNESSETH:
THAT WHEREAS, Woodfow A. Cutrell is one of the three children of Arthur Cutrel]
and wife, Cordelia J.Cutrell,and he has requested the parties of the first part to execute
Quible lsv?
P
C
Quible & Associates P.O. DIawM 870
.
.
, Wity Hawk. NC 27949
ENOWEERNG • ENVRONMENTAL SCO CES • PLANNING • SURVEYM Ph": 232-261.3300
SINCE )W Fm 252-261-1260
PRINCIPALS
Sean C. Boyle. P.E.
Jul
23
2010 Josephs.
PE
y
, WkWOM
ASMAIES
Mr. Chester Honablew Joseph J. AnW. PE.
Kona c. tot,eNO, PLS.
2117 Ravenswood Street
Hyattville, MD 20782-1755
Re: Century Land and Timber - Culvert and Canal Crossing
Dear Mr. Honablew:
Century Land and Timber Inc. (CLT) is proposing to place a culvert and road crossing in
an unnamed canal that lies within the 30' easement that CLT has through your property
in Tyrrell County. The placement of the culvert and crossing requires that CLT obtain a
Major CAMA Permit from the NC Division of Coastal Management (DCM). DCM has
requested that CLT obtain a signed statement from you that you have no objection to the
placement of a road crossing within the easement on your property. I am enclosing with
this correspondence a plat that shows both a plan view and cross section detail for your
review.
If you have no objection to the placement of the road crossing and culvert as identified on
the plat, I request that you sign and date a copy of this letter and return to my attention. If
you have questions or concerns please contact me at 252.261.3300 or Randy Gillen at
252.355.0360.
Thank you for your attention to this request.
Si :rely,
uible loci
Jose S. SSiter, CEP, President
cc: Randy Gillen
David Moye, DCM
I have no objection to the placement of a culvert and road crossing within the 30'
easement on my property in Tyrrell County as depicted on the Major CAMA Permit plat
prepared by Quible.
Date: 7``1-D?9-
Signed by: ?-''?CaO^'\ /?>!'? tLlLtt/Lt?!_
Chester Honablew
Quible
Quible & Associates, RC, P.O. Drawer 870

ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING Kitty Hawk, NC 27949
Phone, 252-261-3300
SINCE 1959 Fax [phone]
PRINCIPALS

July 23, 2010 Sean C, Boyle, P.E.
Joseph S. Lassiter, C.E P.
Eduardo J. Voldivieso, P.E.
ASSOCIATES
Mr. Chester Honablew Joseph J. An out, P.E.
2117 Ravenswood Street Katherine C. Marchello, P.L.S.
Hyattville, MD 20782-1755
Re: Century Land and Timber - Culvert and Canal Crossing
Dear Mr. Honablew:
Century Land and Timber Inc. (CLT) is proposing to place a culvert and road crossing in
an unnamed canal that lies within the 30' easement that CLT has through your property
in Tyrrell County. The placement of the culvert and crossing requires that CLT obtain a
Major CAMA Permit from the NC Division of Coastal Management (DCM). DCM has
requested that CLT obtain a signed statement from you that you have no objection to the
placement of a road crossing as depicted on the enclosed Major CAMA plat including the
installation of a 40' long x 12' high steel culvert which will extend outside the 30'
easement approximately 5' on both sides. I am enclosing with this correspondence a plat
that shows both a plan view and cross section detail for your review.
If you have no objection to the placement of the road crossing and culvert as identified on
the plat, I request that you sign and date a copy of this letter and return to my attention. If
you have questions or concerns please contact me at 252.261.3300 or Randy Gillen at
252.355.0360.
Thank you for your attention to this request.
Sincerely,
5J?SLassicter, oiates, PC
J CEP, President
cc: Randy Gillen
David Moye, DCM
I have no objection to the placement of a 40' long x 12' high steel culvert and a 20' wide
road crossing on my property in Tyrrell County as depicted on the Major CAMA Permit
plat provided to me by Quible & Associates, PC and Century Land. and Timber.
Date:
Signed by: Chester Honablew
Quible
795 509
Quible & Associates, P.C.
ENGINEERING • ENVIRONMENTAL SCIENCES • PLANNING • SURVEYING
SINCE 1959
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
July 22, 2010
Mr. Derek S. Lee, PE
NC Department of Transportation
1300 US HWY 64 West
Plymouth, NC 27962
P.O. Drawer 870
Kitty Hawk, NC 27949
Phone: [phone]
Fax: [phone]
PRINCIPALS
Sean C. Boyle, P.E.
Joseph S. Lassiter, C.E.P.
Eduardo J, Voldivleso, P.E.
ASSOCIATES
Joseph J. Aniauf, P.E.
Katherine C. Marchello, P.L.S.
Re: Major CAMA Permit Application - Canal Crossing - Century Land and Timber
Dear Mr. Lee:
NC DOT is the adjacent riparian property owner to the proposed placement of a culvert
in an unnamed canal within the 30' wide easement of a logging road on the Chester
Honablew property. The development proposed requires a Major CAMA Permit. As a
riparian owner, the applicant Century Land and Timber (CLT), is required by NC DENR,
NC Division of Coastal Management (DCM) to notify DOT of the proposed work. As
depicted on the accompanying site plan, CLT proposes to construct a canal crossing
within the existing easement utilizing a steel culvert, earthen fill material, and riprap
stabilization, as an improvement to the existing logging road that runs through the
property.
Should you have comments concerning this proposal, please send your written response
to Mr. David Moye, NC DCM, 943 Washington Square Mall, Washington, NC 27889.
Written comments must be received within 30 days of receipt of this notice. You can
also call Joe Lassiter at 252.261.3300 or Randy Gillen at 252.355.0360 if you have
questions.
Failure to respond in either method within 30 days will be interpreted as no objection.
Sincerely,
Q Associates, PC
oseph S. Lassiter, CEP, President
cc: David Moye
Randy Gillen
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ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED ~ ° ACCORDING TO THE FOLLOWING SPECIFICAl10NS: e` i ~ r 0 ~ / ~0 QP / J~~ zr
2 ` ° J e , w h ~W Q>
U~ , ° e PERA1aENT VEG TATION TEMPORARY VEGETATION / / O\ / 0 ~ ..J~ AN
0 ~ v 2 ~ N Z`rd
- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 ~0 O ° ; SEEDING DATES: APRIL 1 ~ , ° ~ ~ $ i / VQ / / eV h ZNp yx5
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICAl10N RATES/ACRE ~ ! ~ J ~
~ ° / V~ F BAHIA 30 LBS. RYE GRAIN 175 LBS, °r , Q' / / V ~ ll l~ l l/ V l/ ~ f1 W ~Oa W~ / / z U % x
COMMON BERMUDA 50 LBS. fE@~1JZE@ ~ l ° ~v GfNTl1RY LAND ~ TIMB<:R,1NG. (UNHULIED) ! ~ ~ ~ SILT ~ / / U ~ ~
10-10-10 ®750 lB/ACRE j , FENCE / f/ ~ c~ z Z # N o
GERMAN MILLETT 15 LBS, ! ° , FESCUE 20 LBS. ° ~
MULCT{ lr ~ ff.~ZEB APPLY 4,000 LB./ACRE S1RAW. ANCHOR STRAW / / / ~ Z~ QN~ / app, / APPROXIMATE w o g~W
MU CH I ~ ~ I 10-10-10 ®500 LB/ACRE BY TACKING WITH ASPHALT, NE171NG OR A L / top, / LOCATION OF 30' ~ ~
ANCHORING TOOL. A DISK 'M1H BLADES SET / ° NEARLY STRAIGHT CAN BE USED AS A MULCH j / % ~ / r.,, WIDE ACCESS w w a
ANCHORING TOOL. ° APPLY 4,000 LB/ACRE S1RAW. ANCHOR STRAW BY TACKING WITH ASPHALT, i / ; ~ ~F-. EASEMENT ~o ~ /
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY i 1 / e NETTING, OR A STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL % ' / /
~ / / / SPOIL
~ I I r N ~ i / ~ DISPOSAL /
• PP,OP05ED ~ ; ~ / / AREA
' ~ ~ - S ! ~ SEDf1~~LNT'CURT,41N ;;f / Q
/ ~ v
I~ ~ ~ ' / / AXIMUM WEIGHT CAPACITY
NOTE: / / ~ ~;j~ ~ ~ / X00' / ~ DETERMINED BY OTHERS ~
0 MATION ON THESE PLANS ARE PRODUCED FROM TAX DATA / ~ INF R / ° ~ \
HOTOGRAPHY AND SHOULD NOT BE CONSIDERED ~ AND AERIAL P / ~ i ,4'~ ~ PROPOSED 12' DIA. 1/2"
SURVEY DATA. ACCURACY IS NOT IMPLIED OR GUARANTEED. / ~ ~ ~ r ~ / ~ STEEL CULVERT (40' LENGTH)
/ ° Z
=v / Q - ~ ~ ~ ~ / ~ ' "o~~w
~ , ~ ~ " ~ v z~ ~ ~ oU 00 .q~
U ~ ~ 4~,: a ~ ~ A ~ w ~ i' V ~ / cV ~~'~d'tNi~l p; ta, Nwp ~ V ~ O F{~
/ ~ / U s w~~pw~2~G / ~ ~ o ~gw@~s~~
Q ~ , ~ ~ i ~
~ , ~ ~ , ~ / ~ PROPOSED o ~ =~~05~ ao
t J ! f ~ , I ! ~ - ~ l F"----~~ SEDIMENT CURTAIN om~~$m~
/ ' ; ~ j / ~ / , ~ ~ ~°~a a~5
i / i / / ~ / /
N p % % I I / ~ `
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' i N/~ \ ,
p ~ Gf•1E57~R fIONABLEGY G` - , / / / \ .
~ ' ~ ~ / ~ \
~ ~
~ - ~ ~ / / ~ W z
~ -
; SEE INSET VIEW ~ , - / / ~ w ~ N / ~ ~ ~ \ W / ~
A FOR DETAILED e i VIEW OF CULVERT
a / - a p ~ I CROSSING / / Q 0~ / / ~ v / QQ / ~ o 0
~ ~ - , e~ / ~0~\0 0 / \ a 4
~ 0 ~ ~;r~.% / QQ OP~~ . / / ~ o Q
~r ~ / Q00 ~ n o
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HIGGlNBOTHAM rr • / / a
i ! li / / ~ ft tl ~ o 0
! ~ i; r I' /
t ~ / / n n O
r / / / r - / / ~ SCALE: 1 "=20' • ~ / /
r . ~ /
rrr~ ! ; BARNES / / ~ N Z
! / ! RIP-RAP RIP-RAP LINED 3c 1 SIDE SLOPES
! / ! ' (CLASS (CLASS "A" EROSION CONTROL LOGGING ROAD SURFACE
i (12" MIN ABOVE CULVERT) z STONE) MAXIMUM WEIGHT CAPACITY ~
r / / DETERMINED BY OTHERS ~
% ; / , PREPARE RIP-RAP APRON 2' DIAMETER 1/2" STEEL AT THE INLET AND OUTLET ~
12 DIAMETER 'r ' ' i G~ X 40' LONE X 40' LONG CULVERT IN THE SAME MANNER ~
_r ~ I ' / o: 0
~ APPROXIMATE ~ _ _ z
LOCATION OF ~ i ~ IRT ~
EXISTING D i~ _ 1 r J ' - b~ ! , ~ LOGGING ROAD Q 0 ; - -
~ _ ~B.G ASL fr-'~~'~ F'a~~~ . r~'y~7=,~
° ~ a ~ , -
~ c ~ ~ ~ ~ - _ t ~ ~ i ~
0' ~ ~ ~ i
~ ' ~ ~ % P OPOSED SEDIMENT _r ~ ~ , , R
! / , CURTAIN ~ , ~ Q4
~ / . /
Q; ~ ~ 04 ~
r ~ i ~ i ~ ~ Fe ;
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BACKFILL WITH ~ ~ ^ O o
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° ° ' ° - _ GENERAL SEEDING .DING Re~cr, P90044
~ F i ~ _ SPECIFICATIONS ~'f- ~ ~ )NS , . E DESIGNED BY
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~ , ! ~\~s I ~ - DRAN~d BY TAS BDR
~ ~ ~ ~ N/E ~ j r- ~ _ , CNECJ~ED 8Y
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GRAPHIC SCALE MooRE ' ~ w 4~,_,~r:~. aorro~ ~-a s'aSL SCALE: N.T.S. SKEET N®. :f ~ a _ ~I Ac1 t
! , ''M,.._. { a^':F"rlri-l'!'. ra:A 4v ,13 .r 5~^"c~k 5a N~~ %dL
150 0 75 150 300
LOCALLY `
'W 7 LER I I W DEPRESS
/ \ \ OVVIBALL PLAN V 21 DEr'J"LAIL VIEWS ( IN FEET) INVERTS T,5.9 - ,.1.0' DEEP
1 inch = 150 ft SCALE: 1 "=150' GRAVEL BEDDING
~ ~ \ I I SCALE: N.T.S.
DRAWING FILE: P10044-SKETCHrDWG I OF SHEETS
PLOT SCALE: 1:1 /