20061795 Ver 2_More Info Received_20080924

MACK GAY ASSOCIATES, P.A.
1667 Woodruff Road
Rocky Mount, North Carolina 27804
Telephone [phone]
Fax[phone]
[e-mail]
Date: September 23, 2008
Re: Bridgecreek
To: Cyndi Karoly
DWQ
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
LETTER OF TRANSMITTAL
We are sending: ® Attached ? Under separate cover
? Shop drawings ? Prints ® Plans ? Samples ?Specifications
® Copy of letter ? Change order
COPIES DATE NO. DESCRIPTION
1 9/23/08 P060041 Copy of Letters
1 9/23/08 P060041 Boat Channel Dredging
1 9/23/08 P060041 Site Plan

THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted
? For your use ? Approved as noted
® As requested ? Returned for corrections
® For review and comment
? FOR BIDS DUE
? Resubmit copies for approval
?Submit copies for distribution
? Return corrected prints
REMARKS:
Should you have any questions please feel free to give me a call
Mark Russell
luj
S 9 4 2tP8
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M G
A A
MACK GAY ASSOCIATES, P.A.
nsulting Engineers & Surveyors
September 12, 2008
Al Hodge
Supervisor
Division of Water Quality
Surface Water Protection
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Subject: DWQ Project # 06-1792 vs 2
Bridgecreek Pointe Subdivision
Smith Creek, 030407, 29-34-35-5, NSW, SC
Dear Mr. Hodge:
This letter is in reference to the letter to Belhaven South LLC dated August 22,
2008 which stated additional information was required.
1. Avoidance and Minimization
a. Reduction in Channel Width
The requested access channel for the above project has been
revised. The requested access channel bottom width has been
reduced from 24 feet to 18 feet. The requested 18 foot channel
bottom is the same distance as the existing opening between the
coastal wetlands shown on the enclosed "Boat Channel Dredging
Map". The requested access channel is intended for one-way boat
traffic only. Please note that the requested change is required to
allow access for boats up to 35 feet in length.
b. Reductions in Dredging
Reducing the access channel width will also significantly reduce the
amount of dredging and spoil material. The original request has
approximately 900 cubic yards of spoil material. The amount of
estimated spoil material is now approximately 430 cubic yards.
This is a 52% reduction.
Civil Engineering • Surveying • Lana Planning
'Noodruf Pcad a ?ook? %loumt. Nort!, Camli^a _-?^-
c. Total Impact Reduced
The total impact from the reduction of the access channel is
significant. The total impact has been reduced from 8624 ft2 to
4818 ft2. This is a 46% reduction.
i. Original Impact Request
1. Smith Creek Waters Impact = 4759 ft2
2. Coastal Wetlands Impact = 1613 ft2
3. Private Marina Waters Impact = 2252 ft2
4. Total Impact= 8624 ft2
ii. Revised Impact Request
1. Smith Creek Waters Impact = 2497 ft2
2. Coastal Wetlands Impact = 822 ft2
3. Private Marina Waters Impact = 1499 ft2
4. Total Impact= 4818 ft2
d. Previous Efforts towards Avoidance and Minimization
Before we applied for a CAMA Major Modification, we had several
conversations with Coastal Management concerning avoidance and
minimization of impacts. As you will note from the plat, there are
approximately three water access locations associated with the old
borrow pit. Rather than trying to dredge in the opening with the
largest area of water to the east, we have attempted to minimize
the amount of dredging by choosing the channel that will provide
the shortest distance of public bottom impact from 6' contour to 6'
contour. This was our first effort at avoidance and minimization.
In addition, in discussing the boat basin with Coastal Management,
we were advised that there is nothing to prohibit vessels larger than
24' from entering the boat basin, however we believe that we are all
aware of the ultimate impact that this traffic will have on deepening
the existing channel. Rather than simply allowing this occurrence
to happen, we felt that the better option and more importantly the
right thing to do would be to request a minimal amount of dredging
so as to avoid this impact. In designing the dredging project, we
consulted with Coastal Management about the advisability of
bulkheading the channel entrances so as to stabilize the channel
and prevent wetland erosion. We were advised that bulkheading,
although permittable, would have a more adverse impact to the
adjacent wetlands rather than simply invoking NCAC 71-1.0208
which allows a navigation channel through narrow fringes of
regularly and irregularly flooded coastal wetlands so long as there
is no significant adverse impacts on fishery resources, water quality
or adjacent wetlands. CAMA staff concluded this would be superior
to requesting bulkheading and would further demonstrate our
efforts at avoidance and minimization.
e. Crossing wetlands
No wetlands will be crossed or disturbed (other than the requested
impact) in this proposed dredging project.
Attached are the revisions to the "Boat Channel Dredging Plan"
DCM Form MP-1 and MP-2. If you should have any questions,
please contact me at 252-446-3017.
Sincerely,
'z 9
Mark A. Russell, PE
Mack Gay Associates, P.A.
V
DCM MP-1

% APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1, Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Belhaven South Llc Bridgecreek Pointe Subdivision
Applicant 1: First Name MI Last Name
George Allen Ives III
Applicant 2: First Name MI Last Name
Rolf Blizzard
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1701 Sunset Avenue -Suite 506 PO Box City
Rocky Mount State
NC
ZIP Country Phone No. FAX No.
27804 USA 252 - 442 - 9700 ext. 252 -442 - 9724
Street Address (if different from above) City State ZIP
1701 Sunset Avenue -Suite 506 Rocky Mount NC 27804-
Email
[e-mail], rblizzardl@nc,rr.com
2. Agent/Contractor Information
Business Name
Mack Gay Associates, P.A.
Agent/ Contractor 1: First Name MI Last Name
Mark A Russell
Agent/ Contractor 2: First Name MI Last Name
Ray Wilson
Mailing Address PO Box City State
1667 Woodruff Road Rocky Mount NC
ZIP Phone No. 1 Phone No. 2
27804 252 - 446 - 3017 ext. - - ext.
FAX No. Contractor #
252 446 7715
Street Address (if different from above) City State ZIP
Email
[e-mail]
i1r`r? y A lh L?'J'J
<Form continues on back> _P
Form DCM MP-1 (Page 2 of 5) APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort NC Highway 99
Subdivision Name City State Zip
Bridgecreek Pointe Belhaven NC -
Phone No. Lot No.(s) (if 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 Bridge, Pungo, and Smith Creek
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 ?Manmade ?Unknown Pungo River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ? No work falls within.
Beaufort County
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sclft)
Approximately 4200 linear feet 39.9 acres - 1,738,044 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
Range - 14,000 sf to 4.33 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 4 ?NHW or ®NWL
e. Vegetation on tract
The vegetation is mostly native grasses, some trees and wetlands.
f. Man-made features and uses now on tract
Man-made features are farm ditches and a borrow pit. Please note that development has already started under the existing
CAMA Major Permit. Approximately half of the marina (32 docks) and one elevated walkway are complete.
g. Identify and describe the existing land uses adjacent to the proposed project site.
The property is bounded by NC Highway 99 to the west, Bridge Creek to the north, Pungo Creek to the east, and Smith
Creek to the south. Adjacent land uses are currently residential and agriculture.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Agriculture (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ?No ?NA
If yes, by whom? Archelogical Consultants of the
Carolinas, Inc. Submitted and
approved by the Division of Cultural
Resources 11/9/2006.
1. 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?
Form DCM MP-1 (Page 3 of 5)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®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 documentation, if available)
n. Describe existing wastewater treatment facilities.
The final plat for the subdivision has been approved and recorded. 45 buildable lots as per the final plat have a septic
system improvement permit.
o. Describe existing drinking water supply source.
A Public Water Extension permit has been approved for this subdivision
p. Describe existing storm water management or treatment systems.
This subdivision has an approved stormwater permit from DWQ.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
® Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a 47 lot residential subdivision previously approved under CAMA Permit No. 85-07.
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.
The dredging will be performed using a small excavator located on a barge. The barge will come in through Smith Creek into
the private marina area. The construction will begin inside the marina area and work south out into Smith Creek. The
excavated material will be placed in boxes which will be located on the barge. The excavated material will contain a small
amount of water once loaded into the dredge boxes. The material will be screened and dewatered in these boxes.
It is proposed that the dredged material be off loaded at an existing access point located adjacent to NC Highway 99 and
inside the boat basin (please review the enclosed plan which details this proposed location). This access point appears to
be the original access point to the existing borrow pit. Please note that the boat basin was originally a borrow pit for the
bridge located on NC Highway 99 just south of the project. A barge will transport the dredged material to the access point.
An excavator, located behind the guardrail, but in the right-of-way of NC Highway 99 will remove the dredge boxes from the
barge and place them on a truck to transport the dredged material to spoil disposal area. The guardrail will not be removed.
No wetlands will be crossed, impacted or damaged (except for those proposed by this permit modification) by using this
construction method. This location and construction sequence was discussed during an onsite meeting with Steve Trowell of
the Division of Coastal Management. A temporary encroachment agreement has been discussed during a site visit with the
NCDOT. This construction sequence will also require traffic control, but it will not result in a total road closure. One lane of
traffic will have to be closed intermittently during the spoil loading process. The construction time should be approximately 3
days.
The proposed construction methodolgy for the wooden bridge will use top down construction starting from the north side.
There will be 9 bents with 7 of the bents located in the coastal wetlands. The bents will be approximately 14 feet apart.
There will be 3 piles per bent. The pilings will be 12 inch round butt piles.
The proposed 20 ft x 20 ft platform (24 ft x 24 ft - roofline) will be constructed using 4 x 6 pilings for the support structure.
The platform deck will be constructed of 1 x 5. The roof will be a hip roof construction with OSB plywood and asphalt
shingles.
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. List all development activities you propose.
Proposed dredging in the existing permitted channel between Smith Creek and the private marina. The existing and
permitted channel located between Smith Creek and the privted marina will be dredged from the 6 foot depth in Smith Creek
to the 6 foot depth in the private marina area. The centerline of the channel will be shifted approximately 20 feet. This
dredging and excavation will include removal of a small portion of the existing coastal wetlands as allowed per 15A NCAC
07H.208 This type of construction in lieu of bulkheads and breakwaters will help control the long term eroision in this area.
Proposed construction of a 20 ft x 20 ft (24 ft x 24 ft - roofline) platform located above the existing marina area at the
intersection of the 6 foot walkway and the beginning of the marina. All construction will take place over the water.
Proposed allowance/option of a 14 foot wide, 115 feet long wooden bridge spanning the same area as the permitted
concrete bridge. Construction will take place in the same location as the permitted concrete bridge. The developer would like
the option to construct either the concrete or the wooden bridge.
e. Are the proposed activities maintenance of an existing project, new work, or both? New work
f. What is the approximate total disturbed land area resulting from the proposed project? Approximately 900 sq. ft.
Dredging as per included MP2 -
Reference Tab No. 4 in the permit..
®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 of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges are proposed to the waters of the state.
L Will wastewater or stormwater 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 mitigation proposed? []Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) - (i) 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.
i

Farm, CM MP-t !Wage 5 of 5;i
APPLfCA E ON i0f
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7. Certification and Permission to Enter on Land
I Understand that any permit hood response to this a kat 0110-w Only the dev ek"Prneri di .,.Coif r1.
Te Frqed wM be subject wi the ccndlhws and resvic cons contained in the pemit
I weKI t that i darn authorized to grant, and Ga in fac: rj,'ant per nission to Fepr_se ;3`iiVt S Of S:,.;e ar-,d ederai r .i -. agencies }?
ente, on the ai6rament ened lands in connection with e'lr".iuat.n intorrmat?_,r r_ aged t0 this print!" G p;tcati_n 'S' rf!C`,'i-- ?
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Pie ,Se indicate application attachments pertatnng to f ur prooesed project.
I7DCr 1 if?-2 Excavation acid Fill Information ?C `,t;viF v Edges . r:d Vulver?s
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Form DCM MP-2
EXCAVATION and FILL
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal
NLW Boat Basin Boat Ramp Rock Groin Rock (excluding
(
or Breakwater shoreline
NWL) stabilization)
87 ft in public
trust waters,
Length 62 ft in the
private
marina
Width 18 ft
Avg. Existing 3 ft NA NA
Depth
Final Project 6 ft
I NA NA
Depth -J
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Channel bottom - silt and sand
430 total cubic yards, 180 cubic yards in Smith Creek (Public Trust Coastal Wetlands
Waters), 135 cubic yards in coastal wetlands area and 115 cubic
yards in private marina area.
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), N/A
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
ECW 856 ?SAV ?SB
?Wl- ?None
(ii) Describe the purpose of the excavation in these areas:
It is proposed to widen the channel and remove a narrow fringe
of coastal wetlands. This is allowed as per 15A NCAC 07H
.208. This type of construction in lieu of bulkheads and
breakwaters will help control the long term erosion of this area.
2. DISPOSAL OFEXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Bridgecreek Pointe Subdivision - Three proposed berms. There are three (3) proposed berms for the Bridgecreek
Please review the enclosed plat which shows the locatation Pointe Subdivision. Please review the enclosed plat with
of the berms/spoil areas. these berms detailed. They have been designed 20 feet
wide, 3 feet tall with 3:1 side slopes. The total length of all
three berms is over 1500 feet in length. There is
approximately 1800 cubic yards available for the spoil
area. All of the excavated material will be transported and
placed in these berms. There is ample room for the all the
spoil material.
t
cg-im DC'M TVIP-2 (-Excavation and riN, rage 2 of 3)
C. (i) Do you claim title to disposal area?
®Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner.

d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
(ii) If yes, where?
The spoil material will be transported to a berm in the
approved subdivsion.
e. (i) Does the disposal area include any 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 disposal in these areas:
f. (i) Does the disposal include any area in the water?
?Yes SNo ?NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION E This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
?Bulkhead ?Riprap ?Breakwater/Sill ?Other:
b. Length:
Width:
G. Average distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
d. Maximum distance waterward of NHW or NWL:
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES ® This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brouoht to the site? ?Yes ONo ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
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 fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
The dredging will be performed using a small excavator located on Excavator, barge, dredge boxes, for access, dump trucks for
a barge. The barge will come in through Smith Creek into the transportation.
private marina area. The construction will begin inside the
marina area and work south out into Smith Creek. The

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.,..Sight D DI - Orop Inlet / I r~ f i ~ .13 Ac. \ 3,, , \ . ~ stage Len th = 176' L8 S39'12'00'E 93.98 ~ ~ ~
' MH -Manhole Eosement;' Typical ,ml 16 - Av g 9 At AlE lntersecticns ~ ~ ' JB -Junction Box. c,.:::....:_... ~ 'lrua ;Z 7. L9 S34'S4'02'E 106.72. N
(Not To, Scale)' ,r ~ °jie •y .Y CB -Catch Basin / _ ' Wetlands L10 Sib°44'43'W 25.10 ~ ~ ~ W y W W' W W w Lll S19'04'15'E 42.80,. C U 00
WV - '.Water Valve .r - 1 , , ,I, 404 Wetland Im act
-GV -Gas Valve ' li~ 61 ~ ~ P ' .-r Power Pole &"Guy Wre. rni 1 p N \ : Areo No. 1 y W L12 S38'20'13'E 56.76 V 0 Q t~ X Li3 S50'34;16'E 69.01 ! O Q.. ~ N Q
• ; Q', - Fire Hydrant Fro: Fence r: n, P ~ i ~A Area = 0.10 Ac. r ul ' ~ W Wooden WalkW.ay Detail,` L14 S75'29'03'E 87.84. ~ Q nts L15 S66°44'35'E 145.80.. ~ ~ ~ Z ~
D4 =Water Valve ~ ( $,,r.\ p r ` Area to be filled in) 1, lu , EPK -Existing P.K:. Nail °
er iii f : _ C ' Average Width = 30' MBC -.'..Minimum Building Line Property Walter Lee Spenc 1 r ~ 9 _ ~ ' une 520 la J .Average. Length = 151' ` L16 S36'0T4TE 244.81. ~ Q J Liz S73°07'25'E 36.39 ~ J ~ O ~
B0 - Bollafd Deed Book 608 Page ~ ~ 336 SF FL - Flow Line ; . 5, • ' , ! ~ ' L18 N76'S3'15'E 35.71 ~
S sneer Heirs n, r M ~g • • See Ma of N.B. p rfi; ~ ( N ~s No. 2 Elevated Walkway CAN-:Coble Telewsion.Une 5-•1 P I - ra~r t . r , b W.C.' Rodman & L. E. Waters !h 1 ,r ` L19 N69'2Tli'E 38.92 ~ ~ , U
_ 6' Wide Wood Walkway • x x- Choin Imk Fence s I i !I r i°' I L ~ on Piers, See Detail. N June 9~ 1977 ( (rn 1. r ( 20~ L20 .'S5T35'46'E 20.48. L. TAR-PAM IMPACT AREA No. 4 L21 S26'21'1TE 24.98 ~ ~ _
a Wood Fence ( - ~ r _ 10 ~ +ir' ,139?:,~ t-\ ~ = --1 I Plat :Cabinet A, Slide 134-A !y Length = 654'. ~i 38275 SI / / : ~ I Average Width = 6' (Elevated Wakway) N 0 H r~.
® -Water Meter R/w . R/W. ' . ( if+ii r ~ 1,..~ \ a? ao' AL ~ / / 241 ~ i See Detail ZONE 1 = 30' x 6' ="180 SF L22 S33°36'S8'E ' 44.22'. ~ ~ O ~ N
- Overheod Utilit Line ; Dr8,r1 81'14' 1 fl \ / ; Y ~-,~{n~v~"`7 n cp I 7 . ~ \x , V r M ' ` ' . Woter Depth Approx. ZONE 2 = 20' x 6' = 120 SF L23 S56°5T12'E 91.82' ~ ; O; O Ln' TOTAL IMPACT = 300 SF L24 S64`40'36'E. 54.37 ~ Z
E~IIGIIt VCtB~.', \ ~II I \ `ZA ~ \ u9 ~ !1 1 9 W I n 1860 SF ~ ~ / \ 3' at End of Pler EDP:,- Ed a of Povement ( 11111 ~ ~ O based an Normal FES Flared End Section (Not To scale) : r;ll : a ,R I I - 50 . ~ , J Water Level
Of !t . Oi 1 ~ ; - Area Light ' ~ w N a I ` 'a;; r--,.- i^ - I I,~ T rcal Pier Dbck L25 S85'09'15'E ` 32.21 ~ 10' L26 S74.21'42'E 46.45. ~ ~ LLJ. asement Not to Scale L27 S$5'31'15'E 6828
. ~ ( . I , / ` ~ti3,. ~ ` 50' Wide Access Easement . - , rn : - lop of walk o o II
TC _ .Top of Curb i Moo I i I I !n . o A h - Asphalt I . sP - / - o ; L28 S58.44'S9'E 57,87 ~ ~ p / ~ L29 S08°06'26'W 78.81 ~ - ~ 2
-Pro used z : I s l i 17486 Sf', ~ ~ / i ~ e ~ Pro. .-J 3 ~ ~ 0: o L30 S0T28'45'W 8158:: ~ W
HC -Handicap I _ OI ' / is ° ` Doroth S enter L..:.. _ ECM - Existin Concrete Monument Y P •-...._...._I r q . ~ - r 9 D Book ? Pa .e 418 rl r-----.-- I I ':r^.:~ ~ - 3 L31 ` S20.44'31'W" 50.93 , ~ J
GW - Gu -Wire q \ . - _ I I. - _ 7 . , , ~ .......r. ~ L32 S46'ii'STW 43;73 0 W No. 1 Elevated .Walkway °o ~ L33 S38.06'16'W 38,59 ~ ° U
- Reinforced Concrete PI e RCP„ P See Map of N.B.: Spencer Heirs o' Lond a ~'fl Irn 2 ecap ; f:•:: r; ' I 42616 SF ~6 ; e - Corru ated Plastic Pi e ' - PP Rodman,& Li E. Waters suffer. L ~ , 1Jq C 9 , P by W.C.. I `~I 5 ,yW. I r _ _ _ _ 6' Wide. Wood Walkway. 3 ' on Piers, See Detail. L34 S54'28'Ol`W 47,46-
CMP Corrugated Metal 'Pipe III - _ 237.9 - - ee • June 9, 1.977 I , i e, / { 1.9918 SF ~ I I, ' Length. = 561'e L35 S62'09'45'W 36;93
Surve _ Pr osed Berm ' i I i f .F.r J ' NCGS- North Corolinc 'Geodetic y II L - - ~ r. ^ ~ ~ -I - - - - - - - . Lot 5, Piat Cabinet A, .Slide 134-A To be,Used 23fD. P ry - (JS ;NAD - North American` Datum ' ` See Detail L36 S40'09'16'W 37,99.
for SpoB Area I~i I - I'o i .il - - -L- 10 1 - N Northing See. Berm Detoil it i ~ - , 1Y ' I " a i `b ~p~ L37 " S06.20'0TE 27.93: TAR-PAM IMPACT AREA No. 3
' ~I I I iro .41,0 (i ~ E Fasting , I ` i I I ` SF \ 8 I , ^i i I ~ , 06: 169 i ~ • Average Width = 6' (Elevated Walkway) ,L38 S0T59'22'W 77.95: ZONE 1 = 30' x 6' = 180 SF L39 S45'S1'00'E 44.68
Ex. -Existing.. II P I ~ !L ~ o ' I . ~ ~ T ,rl, , 4 .i - g Inv. - ,Invert,, ~ • . ~ ii i~' h 19089 SF. y-+ , - I ' 50'' Wide Access Easement 'ZONE 2 _ 20' x 6' = 120 SF L40 S45'4T10'W 23,83
r~ SS:"- Sanitary Sewer dames C. i'I' ~ i \I r-- ~ • _ - ~ TOTAL IMPACT = 300 SF L41 S81.56'45'W 32,51
PVC - Pol 'n :`Chloride.' ` ( Spencer I q1 , ~ _ ----=•-Q'~-i ~ ' ,la l I ` ' Yv' )t • . • ~ .Deed Book ? Pa a 309 ~ I r . 9 ' 230.5 , , ~ ~ I ~j tiC .x,19 ' CP ` - Cdlculdted Point -r-: ~ i r L42 N82'46'34'W 41.79 h rya'
See Mo of N.B. I + I i , / ~ N e ` . • S sneer Heir i-!- I-•--• DIP- -Ductile Iron Pip : ~ P P s 1I + + to I, , ! i I r I 20506 SF y 9' ~ - , o i ,I 1.._ , d'. - L43 S44°54'0TW 14.92 7 L44 N58'28'43'W 19.86.
3 _ Conc.- Concrete ;by W.C: Rodman & L. E. Water' it ' ' to Ili , F,c ! ss~---' ,r , ~ l i I o 18441 SF .I. D - . / , - _ Water Depth Approx. ~ 50' TAR-PAM BUFFER _ `3' of End of Pier ~ L45 S44'29'40'W 24.62
R/W - Right of Way ~ I June 9, 1977 - ~ h+ I I _ , o ~i / _ -T~ / ~ ~ ~ i Be Removed I . ~il~ t L_ r I I: 1' r ~ ~ / s \ ~ TBR - To. ~ Plat- Cabinet A, Slide 134-A ; i II, , / _ -based on Norma ' L46 S84'45'58'W 26.19 Water Lend
MW _ Monitorin Well I , I r 5aR/hl - < e, \i 20. , 9. I i 1~ - . - - 24249 SF / e. ~ I i I I 230.5,- Y+Lv v i a L47 N2T02'12°W ` 8.52 L48 S71'1T54'W 18.34
- Centerline i MBl ! , r i I l / \ \ ~ ~ ` 3 420 SF ~ ~ Iii i i 5173 \ / ! ~ ~ , ~ . u ' Bldg. -,:.Building ; ' , I l i . ~-a--. I i i L I ~ ' ~ ~ ~ ~ ,Q. ~ ; ~ I I ~ ~ _ ' L49 S39'33'Ol'W 29.99
. ii to I - r.'\ y ~ , i 0 HVAC- Heating, Ventilotion and _ _ _ _ ~ I bl / , 17 ry i i o l w. ! ry ,0• i m 18441 SF ~ •i I r o L50 S88'48'S4'W 24.70
AirConditionmg I I I , r. o I , a~* I ~ ~ ,.i : ry r . HP - Hlgfi:Point i'.. i I ' i I I,o I / oa \.34332 SF_ ~ ~ / ~ ~ ; ~ • . ,,rye tl~ X18 x'19 ~0< L51 S58.30'02'W 56.48
LP -Low Point : ' z \ im \ / ~ r6g~ It / ,l iil+ - I , " a, L52 S55'20'S4'W 36.97 nlrrhr,"
- Sill li I~I / ~ , n- P P / SI n Easement ~ I / - \ ~ / . ~ / i - 9 ~ ~ ao This Lot is •::.e:<i:•i:..: ~ I 1 t. , II I i i , c 1 reserwM for cv \ \ a 0 - - - ~ L53 S43.OS'25'W 51:14 ~~~~~t CAR
i h I i ~ s tic Active r.•L•:: / 1'L" 1 i i 1{6• ' 1 >n Sleeve I I ~ c.•n : I ~ , , / - 6` x 6 aPP 9 I I / / / / 18441 FR it Area for .:...............xD 212 SF ~ - - ' - L54 S8T4T15`W 28.69 J~` ~ ~ ~ ` ~ ~ ~ L55 S52'06'S0'W 29.84 c~,~o 0~,,9
k 6' Gate Valve l i •r ...e:::::::.°: ..r.:•. 5:::: I ~ r „ ~ _ . ~ I ----->'730:6'- ~ I ~ A \ ~s?~ 30654 ~F ' - r < 3 3 L56 N76'18'S9'W 50.17 .4 ccAA
/ ( i r - Stop. 5(gn --c•-____- I n r r~ \ I - `~34Z3 SF - : ? ° .Normal Water Line SG1'1L 9~ ~ L57 N86°40'S2'W 47,27 I~' ~ AS LOCATED MAY, 2006. 022608 ;
• : • ~ - - - - - 100.6 ~rati r ,off ~ - ~ - \ ; g ' j i I 404 Wetlands Arnette Michelle Rh I - \ ! \ ~ I = / odes I , , - r - _ - ~ - J - ~ / ; I . Deed Boak 1085 .Pa e 440 1 -.;w _ 1~,;=' . ! i \ ~ ~~'____---I- 27 ~ ~4 L58 S79'13'49'W 291.91 '
~ a J L'~ ` 8884 SF L25 , E28 L59 S16.10'22'E 90.24 ~ L27 L60 S29 0131 W 287.16 ,"9 ~ F,~~
See Ma of N.B. I P ° ----a• I , ~ , ~ ~ 1`5392' S `~%r I ,25 ' I Plant 100 P Spencer Heirs sl r I ul C . ~ I f
b W.C. Rodman & ~ r. y ~ IPS 4 I \\y r ~ I I 11 F L . 262 S Wax Myrtle's Y L E. Waters I i Inl r 06£ I . Ill. ~ . ~`/i 9 II ~ M 00 l£.88 N I + f oat' " 5SF ~ i ~ t , 1 ~ ~ ~ ~2g L61 N78'1T53'W 74.65 ~~~~k ~ RU`~~~~~ p rani ~ ~ e~' / A> ~ 28 \ L62 S58'20'24'W 33.82 ~ 'ZOOS
8 on center June. 9, 1977 i ni r, _ , - _ 24 1 dJ Z I I nil ~ 10' Sewer Easement II ' ~'`7 r21' I~r. I ~ :32865 e Lot 7, Plat Cabinet A, Slide 134-A D ~ / ~ ~ ~ %'a~ ~0 1O• L63 S62'49'Ol'W 71.17 ~ r L ` 1.14 Ac;
I. I for Lot. 27 \ I I 1 ~ ~ +II+ 2 n I ! si t Dl9tanoe r . 1 ~ , k, ~ ' r tt~y \ ~ L64 S14 0725E 31.78 ~ N L65 S32'31'17~W 10.77
~ I I,II-- 13f ,III t Eosement, T , ~ 3 - ~ 4101and Impact I' II ! n \ roy`.~ . ~ ' 17044 SF , k~ ~ , , / ~ / ro. ,S~ ~ L66 N88'STIl'W 237.71
Typica I , I all s > 1 Hou f h 1 ~ .0.12 AC.: _ 4+1 1 ill.. ~ _ ~ \ \ ~ r \ ' ~ - ~ - -__-i< ~ ~ ~ 1 I L67 ` N6F"22'13'W 55.23-
50 T Ical :12 Wide ; ~ • • ,,,•~'tio~:t~ ~ ~ a9 ~ ; " ~ ~ L68 V76'43'46'W 70.67.
YP f l T filled in ,,I, l / , ~ I , ~ _ \.,V . , do Y ~ I 6Yg;rage Wi th = 34 lit / m / I \ . ~ a ~ r : ; ~ ~ ~ ~ 29 \ I L69 N86'00'58`W 74,35
• 1 ~ 16289 ~ 1 ~ ' . ~ • - I / ~j t 'tilt' ~ I .Ave age Le gth -.121 I \ 1 / ,I /I \ <,r' ~ ~ . Pro. Berm Detail _ • ~ ~ . 31 1 '40241 SF ~a hi • ~ ~ ~ ~
- I. II ~ ( la/. / A. \11.99 ~\i f," ii i.~.l nts ? . 1 ~ J' VIII ~ II 7 / I r I .I~Z .19346 Ily r /Fi I ~ / ~ r ~ 1 C~ 1.06 Ac \~32773~ SF \ / s
Road Ex.6 ate Line 8^ Ia , a o. . ~ < Proposed Berm I I ~ 1750'I! S / i n' ~ ..1-^''- • I r ~ I r ~2 centered on - II \ . ~ --V /II r / /A1/~A ,j de 4--_:.~ {2 ~ i
`Y _ r ert '.line. I I I 'S,3d / , y . ~ . t ~ I ! (I / / ~2 en N ..32259 SF • + ~ ~ f ~ To be Used ~eC / 1481 SP/ ~ y: QoaeH' ' wl
Tv~/1r'~~ICaI Lot Footrlrlnt J M p ~ ` i for Spoil Areo jig m I - ~ ~8 6 Iq ~ / i / • l y,~ 4 ~ I
I Irl I Zs ~ Q 1 a Ethe!1 Spencer see Berm Detol •W3• . ~ r t" / : \ V .Deed Boy .Page 414 I I o II I \ \ e ~ I ; ~ ~ , o . rI , \
I~ o Il ~ \ , ~ ' ~ y \s 25130 SF I See Map of isf.B. Spencer Heirs ~ A I ~ i. \ \ e . , I ~ 0 / \A.
10' Sewer Easement d \ 22053 SF I ~ ~ / 18' 6' 18' by W.C. Rodmr~an & L: E Waters ~ fa Lot 26 \ ;4 ` / : I ; g \ I I,. r ~ , , , 37 -
~ l ~ ul Jung 9> 1977.. ~ - , , . , III, / ; . n ~ ' ,
Fin er 3' "'Lot 8, Plat Cabinet A, Slide 134-A I N 17•' ' ~ ~ ~ ; ~_=6 SF . . 9
I 0 Pr0100sed 113'. Wide Ili r~ i Ili i r_ ~~,y~=°~°~ \ .1~1; ,~i Pier _ I \ I 4~/~---_a~=~, . o / r ~ ~ , :TYPical ~Q : I Concrete Brid a on Piers III _ _ ~ ~ . ~ / \ r a ~ ~~5 404 Wetland Impact _ Q Area No. 3 L
~ TAILS N ?I g 'h ~==~s1~3-~F- ~ ' Boot. sup 15 SEE DE ~ ' I - of 141, ~"o Area = 0.04 Ac. ~
Moonng . SHEET 2A. ~ ~I ~ \ t2' Wlde w - Average Width = 30 U
Pilin _ :.~.I: o - l~ ' ` 1.33 Ac: ,k \ ~eon~ ~ ~ Pavement I ~ J ~ Al \ I - , ~ Povemeni .1' ~ ~ Average Length, = 51 L ~ Proposed Fill for Bridge„ Ror~tp ~ y,,,, _ - ~ C
- 1 I I ~ , \ X i ~ r"~ ~ TAR-PAM BUFFER ~ 0
, ONE LANE I a+ r i \I I / 0 ~ 3 I r r Oti' ~ \ ROAD I j4\ i ~ ! ! ~ . I I ~ _ ~ IMPACT AREA No. 1 ~ Z - ~ Zone 1 Impact = 30' x 30' _ X00 SF
AHEAD : , ~ / , t , c bee Thomas S sneer \ ; ~ /I I o ~ 34Ao, X39 Zone 2 )mpact = 20' x 30` = r~00 SF .C
No Wake No Sewers a sPEEO uM1T DlsrnNCE eEr ~cNS(n) eE I P I ~ r 9 I and wf. Ethel S. S sneer ' ~ / ^ ' a , ,X Sign Sin < 35 MPH 200 200... .200: PREPARED P Q` ~ / I ~ , w ~ ' ed " ; Total. Impact = 1500' SF ~ m
TO STOP l ~ Dee<i Book 1001 Poe 130 0 ; , ao' / ~ ) ~ z, ' Ro 40-50 MPH.. .350 350 ...350 : 0 I 9 - - ! ~ ~ \ I ~ ~ 0 ¦ e Pm Number. 6694-27..7665 rn + ~ ~ QQ((~~~ e ~ooa / / - ~ Proposed Fill for Bridge. Rar'rip K ~ . ~ 1 COASTAL WETLAND ~ O
> 55 500 500 500 _ cv r I ~ ~ / ~ V~7'. I r / _ i ~\~0 I CONTROLLED _ - I ' 6.98 ACreS p + i.~ / I I 1.01 Aa. I ~ ~ ~ r,. ' Q P l~~>x L42 L4 .LINE ~ ~ ~ V
ACCESS ROADS t0o0 150fr ; 2700 i ' / I ' I Ir >s5 A I. Z , , , r j 36 I I , I ,'1 r ! 2881 SF 35 ~ ~ ~oi~~ L46
NOTES o , ' I I , • r : 35817 S FLAG MAN + 40 I ' I r ~ ! 0, : 2881 SF/ ~ •'L50 ~
1. Dock Width = 6 , ' I AR-PAM IMPACT AREA No. 5 i I : I I i ~ ~ ` a~, ` ~
2. Dock Length Totaf = 921 - ~ , : 2.09 Ac. ~ 4 , -Note: I ~ verage Width - 6 (Elevated Walkway) , , i I I ` 3. Finger Piers - nes are I • i I ZONE 1 = 30 x E~ = 180 SF III I I ~ 4 r' ' 50' TAR-PAM BUFFER oG~ ~ _ Qf
' r-Pamlico: Ri orlon Buffer Zo 50 To p c. Total = 26 or creek. o I ~o ' ONE 2 = 20' x i6' = 120: SF I ~ I L , , f bank of ditch I / ' _ measured<from top o N _ - TWICE RADIUS OF BALL ~ ~Q~ h'y ALLOW THIN IAYER OF: SOIL T M
- t8 I I 1 I,' b. Length ' - ~ ~ ' No 'activity, is permitted in one 1 (first 30'). TOTAL IMPACT - 300 SF ~ I I ~ ; c. Width - 3 20 I ~ ~ ~ 1,54 v " `y TO COVER 641.L .L LLI
4. Moorin Pilin s Limited dctivity is allowed in Zone 2 ( I , - ' 9 ~ I ' I I ! ~ L57 S~ 9 ' L54 J ROOT BALL TO BE 1/3 - t/2 ABOVE 6 ' v~ TAR-PAM BUFFER Q oclsnrlc cRAOE BASED oN saL oRwNACE ~ 5 7' MINIMUM STRAW MULCH ~ U IMPACT AREA No. 2 'IMPORTED TOPSOIL .C
a. Total _ 50 Owner/Developer to consult S. 15A NCAC o ~ I Guard Roil -well be , I b. Diameter = 12-inches 28.0259 before any_ disturbcFace within buffer 43.53': o ~ Heft in lace W ` I ~ r I / 1-58 . Zone lImpact = 30' x 30' = 900 SF ~ ~ PEEL BACK BURLAP ON Bdc6 SHRUBS ~ ~ Z -M
zone. I Y v.: ~ 4•u4 wetiana impact N U7 19 00 E IPS \ Ind impaci Zone 2 Impact = 20' x 30' = 600 SF C 4 Total Impact _ .1500 SF - -
_ p ~ • ?.Y_ Areo No. 4 , w S , rn , . , Area - 0.03 Ac. .03 Ac. Proposed Fill for Bridge Aamp
- R=2570 < ; X428, i b o ;v I` ~ Normal. Water Line Avero a Width = 30' T~ ' Pam~CO R~ Brian BUff@r Zan@S. N 01 5'31" ~ 51 f •t ,_4., , cr AS LOCATED MAY> 2006. 9 •2 EIP O ~ , c0 Vidth = 30' III-III BACKFlLL 1 PART COMPOSTED BARK O
, s 4 ~ Average Length = 43' 5.22 a . Oy, EIP s~ ength = 43' I-~ I I-) ' -I i ( wITH 5 ?ARTS ExISfING SOIL -III _ I_ Fill fog r Bridge Ramp -III (I (-I I ICI I I-III=I I = COMPACT BACKFlLL IN BOTTOM OF HOLE
- o w . 00 Z I --3-'' - Proposed Fill for Bridge F oil on .2 m
' • !
oI , ' 0 ~ ~ \A IPS r \ I,
;III, x_511` \ _ _ High H ighi Water Line J rl !"'C UL D ~ E I Q~ L
NOT TO SCALE
I 0 Ilrlrrrr !i L~0 0' ``0
- I , I \ 3 ~8-- ~ ~ P Norm ~ Q Sept. 11, 2008 Normal Water Line
, x \ 6 e y y V 'W W WO6I 'i Il rr'tp~~ J~ ./'!r 1 "'-r\\\\ \5 ~ O '0' Temporary lane CAD: SLB RIGHT~F WAY Closing.
Y. J• v V y y y C I ~I ill~~~ r ~ t\ I:1\I\I\\I ~O v 9. _ s' 20 ~s' s' D1 May 14,..2008 SCALE:: 1., = 100'
W y Y w y 20'MAX 3•, rlji~I~~NN r: y ~ iliilli BETWEEN r. I rl l "Q`~- \ I III LOw Y W v .b - Y. •Y W W V W CONES I l i` \ I I ----Low. Water Line SHOULDER PAVEMENT 2" 1_2 SHt~ULDER DITCH Add Spoil Removal
ASPHALT~7 Access Driveway.
V. ,y '.v. W W. Y. y J• y Y ~ y. '.y V ~ KW• \ J F ~\l ~ !rl . ~ 1 No Lunar Tide y v ~ I \ ~ ~ ^ ,r f _6__,\\\\\\ to Lunar rde -1 /4" PER FT / I DATE: Nov. 17, 2006
1° .PER FT f ~ .PER FT 3. ~ Aprl~ 28, 2008 .~s~oP REVISIONS ~ `:Add Berm along
~ f - - ~ _ - Nc gg. 1~ Dec. 12, 2006
Y W Zone 2 W . W W: W_ Zane 1• .30 W y ~ W ~ S. ~ \ \ \ 0 20 W ~ ' , ~ 161. I - ~ \ ~ s" Asc~ ~ ®March 27, 2008 Q Jan. 9, 2007
d undisturbed y y v < 0 2,. manage y y W W forest o: • ~ 3 6 vegetation y y' f~W ° ! ~ S ~,P NOTE; IF N•C.D.O.T. APPROVES, 6" ABC Add Berm to .acquire AND 2".I-2 ASPHALT MAY BE USED
Y y- y .r W W' vegetation W .Y y W a• Stream Q o I I ae i< s._ i `:.a ~ D A DLTi('' C'('': A T ha ATP ~.~-1=..C1 easement from ~ Jon: 10, 2007
L68 VTJOIL-ll 111\a W W W W W W- W W W W W W W- W - \ Jp- n.u.u I A STBC Aafommg owner. ROAD CROSS-SECTION ® Feb. 12, 2007
.W W W' W W W W W y W.y W ,y ,y W W 1~ 0 50 100 200 400 ro TYPICAL EXCEPT WHERE OTHERWISE NOTED ® Feb. 27, 2008
W. W W W W W W W- W W W W W W _ -r n 1 , F W W 42 E \`.t66,,, Road Cross-Section must be verified by or ABC Remove Berm from © April 6, 2007 Adjoining owner.
Y W W. W W W W W W.. W W W 'W y W W W W - •W W b I I 108. 8 Geotechnical Re ort rior to construction. ° a I , P p F6 e`Sept. 20, 2007 FILE: P060041 KF
Y W W W W W W W W' W W W W W W W W W `I' W FLAG MAN - ( IN FEET )
Smith Creek 1 inch = 100 ft A I SEP 2 it 20083 A Sept.' 6, `2007 CE-2
_ BE
6 I I PREPARED TO STOP DEW -4VATEF. UUAL'W t~at i1
ONE LANE i O ROAD VIETLOOS 00ST01W'VVXER
AHEAD

~s
I 'a u l
~j
v U G ,
~ ~ u~ "t~~,il u.,? > ;x z
t~ ~ . V, V) D
` Lf:~ ,.e ~5 Sm' i~ <C7 ~ Lo
p N co
~4^'., !u ' ~ ~-C ` Q N X
V - 0~ (7 of _ Q Q LL
0~,; o Z
C O O o
t~~, Q d 7~ J ~ L, Q
in j _ _g ~ LL 0 (L) _
Q , North L -
p v . 0 O tN
C L;_j
'Vicinity Map - Nbt to Scale Channel of z ~ W r z
Normal Water Level
LEGEND _ V - a w J Ljj
? No Wake Sin 9 X Inlet Channel
1+49 0 No Inlet Channel 0 U
~ No .Sewerage Dischar e 9
Tie back to Natural Ground 1+41 -g
P,.~7TE~ , V
All elevations based on
-5 mean) water, level. 0 _ i+32
COASTAL WETLANDS AREA
Approximate Amount of ~ PRIVATE MARINA. AREA
h Spoil Material= 135 cyds `A roximate Amount of
3 pp f`" Impact Area = 822 S.F. Q Sail Material= 115 ~Q 1+13 p cyds
impact Area = 1499 S.F. r CAR •
y• •n co COASTAL WETLANDS AREA. ~
+ 2 o>'"e
CROSS SECTIONS _ ~ = =~~SEAL9~= 022608 -
AREA OF LAND DISTURBANCE ~ o~
856 SF w o® 4- FNc
No Wake Sin ~ r ®4 9 ~
0+87 ~ ~ o0 a 9~~zllzoo6
I
w so , . .*e
+72 to rl ~ - ~ I ~ #~RMnr~rr~ M
1,02 - _
-2 . J ~ e V I `3 0 ~1 A,
~ ~ //'yh i ~ ~
0+ ~ l 52 ? ~ , 4 ~ ~
~ Ao • 0+87 •
d) ?d ?~eor?~
i 18'
z CO
C
0+30 SMITH CREEK AREA.
A roximate Amount of PP _ C 0 4) L- C > Cd
~S Spoil Material - 180 cyds i Impact Area..= 2497 S.F: -U C
SMITH CR EEK ..AREA PRIVATE MARINA AREA
u~ z L
CROSS SECTIONS CROSS .SECTIONS ® W 4:z
0+87 c W 0'
o+oo C C

1+ 41 t~ C-. 0
0+72 ..r
Co LLJ
_o _6 m ' O 0 ( jrt v
0+68
1 +32 0 ZCd
Im
0+52
1+13
0+30
1 X02 _ sc~ 3:1 Slde Slopes, Typical on Both- SCALE: 1 = 20'
18' Wide Sides i ro C?se re e DAB DATE: Feb. 25, 2008
Chonnel Bottom
Rev . rea in u is rus Rev.: March 11, 2008
0+87 GRAPHIC SCALE April 28, 2008
o ,o SCA ~ 1 ' a e r s LE. 20 H eo May 16, 2008
> 1 1 V Sept. 11, 2008
i
CAC (IN FEET ) ~ i inch = 20 tt. CAD: SLB
..FILE FILE: P060041 KF