HomeMy WebLinkAbout56374_NC DOT_20110425 (3)� AMA / 0 DRED43E & FILL NQ 56374
GNERAL (PERMIT Previous permit #
ever ❑Modification ❑Complete Reissue E]PaOal Reissue Date previous permit Issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources I� '] O D
and the Coastal Resources Commission in an area of environmental concern pursuant to ISA NCAC P
las attached.
Project Location: CountyGu✓r!�'`"`j(
Street Address/ State Road/ Lot #(s)
Affected ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ WA
AEC(s):
a PWS: ❑Fc:
ORW: yes / no PNA yes / l;/ Crit.Hab. yes / no
Subdivision
City l.eJ iA,i o c NC- ZIP 1-7 9 D.3
Phone # (r) River Basin
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UNITED STATES
* Sender: Please print your name, address, and ZIP+4-in this box •
NC DEPT OF TRANSPORTATION
DIVISION OFFICE
113 AIRPORT DRIVE, SUITE 100
EDENTONX 27932
COURIER: 10-51-02
■ Complete items 1, 2, and 3. Also complete
j item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Black Swan Investments, LLC
P.O. Box 481
Windsor, NC 27983
A. Signature
X �- lU�- � `�
El
❑ Addressee_
B. Received by ( Printed Name)
C. Date of elivery
D. Is delivery address different from item 17
❑ Yes
If YES, enter delivery address below:
❑ No
3. Type
9=Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
J
^4. Restricted Delivery? (Extra Fee)
13 Yes
Ii 2. Article Number 7 010 1670 0000 6291 2187
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
° Sender: Please print your name, address, and Z|P+4inthis box °
NCDEPTOFTRANSPORTATION
DIVISION OFFICE
113AIRPORT DRIVE, SUITE 1OO
EDENTON NC 27932
�/}t t t
xs,/a:oseao'*n:gss`�y1gy�s.i|
L
�a R: COMPLETE THIS SECTION
• Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Joseph Webb Campen
249 Drummond's Point
Edenton, NC 27932
A. Sign u
Agent
X/777, �+ ❑
El Addressee
B. Reg6ved by (Printedrroame) C. Dage of Pelivery
D. Is delivery address d6ferent from item 1? ❑ es
If YES, enter delivery address below: ❑ No
3. �Syervice Type
`P Certified Mail ❑ Express Mail
L"7 Registered ❑ Return Receipt for Merchandise i
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ yes
2. Article Number 7010 1670 0000 6291 2170
(Transfer from service label)
j PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
NC DEPT OF TRANSPORTATION
DIVISION OFFICE
113 AIRP013T DRIVE, SUITE 100
EDENTON,NC 27932
COURIER: 10-51-02
7010 1670 0000 6290 6599
LA
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}
❑ INSUFFICIENT ADDRESS
❑ ATTEMPTED NOT KNnurni
A ❑ INSUFFICIENT ADDRESS
■ Complete Oc ❑ ATTEMPTED NOT KNOWN ❑ OTHE�ow
item 4 ifF❑ NO SUCH NUMBER/ STREETent
■ Print your S ❑ NOT DELIVERABLE AS ADDRESSEDdressee
so that w( - UNABLE TO FORWARD
Delivery
■ Attach thi
or on the
Margaret Ann Campen Shaver
M Gumberry Road
Ayden, NC 28513
3. Type
9z[Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
�1
0
® �. ozi
'� i'ITNEY fi[Wvf:S
02 1 M $ 06.630
0004267590 DEC22 2011
MAILED FROM ZIP CODE 2 7932
2. Article Number
!Transfer from service label)
PS Form 3811, February 2004
Iriill�"�trll�f11l�illjrll��li�111IM1111l�llri�liN�i»
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Beverly Eaves Purdue Gene Conti
GOVERNOR SECRETARY
December 13, 2011
Margaret Ann Campen Shaver CERTIFIED MAIL
143 Gumberry Road
Ayden, N.C. 28513
To Whom It May Concern:
The NC Department of Transportation is proposing to replace Bridge # 1 on SR
1100 (Drummonds Point Rd.). The existing bridge is a two span structure measuring 34
ft. long X 24 ft. wide with one interior wooden bent. The bridge deck is composed of
concrete with an asphalt road surface supported by wood joist. The proposed bridge is a
55 ft. long X 25 ft. wide structure. The new structure will be a precast concrete deck
supported by a concrete bent and piles. This bridge will be replaced on its existing
alignment. The bridge crossing will be closed to traffic during the bridge replacement. An
off -site detour will be established during the period of the bridge replacement.
The Division of Coastal Management (DCM) considers the waters at this location
to be "Public Trust" under their regulations. Therefore, it is provided protection under
state law. For this reason the NCDOT will apply for a permit from the DCM to perform
the described work. Part of the permit process is notifying the adjacent landowners of the
proposed work. A map depicting the project area, along with a design plat and permit
application is included with this letter. If you have any questions concerning the proposed
work you can contact Clay Willis at 252-482-7977.
i 13 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 482-7977 Fax: (252) 482-8722
The attached form is submitted to insure that you have an opportunity to comment
on the proposal. The work is depicted on the attached drawings. If you have no objects to
the proposal, please return the form with your response within ten (10) days to this office.
If you do have objections to the project, please forward your comments to:
Stephen Lane
NC Division of Coastal Management
400 Commerce Ave
Morehead City, NC 28557
No response within ten (10) days will be construed to mean you have no objections.
Thank you for your cooperation.
Sincerely,
Jerry Jennings, P.E.
Division Engineer, Division One
Clay Willis 6-
Environmental Officer, Division One
113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 482-7977 Fax: (252) 482-8722
Bridge Replacement # 1 on SR 1100 (Drumonds Point Rd.)
Chowan County
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Bridge # 1 I >
Lat. 36.0715 -
Long.-76.5037
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DCM MP-1
APPLICATION for
Major Development Permit
(last revises! 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N.C. Department Of Transportation
Project Name (if applicable)
Bridge # 01 on SR 1100 (Drummond's Point Road)
Applicant 1: First Name
Clay
MI
Last Name
Willis
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
113 Airport Road, Suite 100
PO Box
City
Edenton
State
NC
ZIP
27932
Country
Phone No.
252 - 482
- 7977 ext.
FAX No.
252 - 482 - 8722
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
2 2-8 8-2808 .,- 1-888-4 O S vv.��oaaast�l az�a e��aer�t,rxei
Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Chowan
SR 1100 / 1.05 miles east of the intersection with SR 1102
SR 1100
Subdivision Name
City
State
Zip
Edenton (Yeopim Area)
NC
27932 -
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
Pasquotank
Middleton 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
Yeopim 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.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
120'
24000
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
2-3 feet ❑NHW or ®NWL
e.
Vegetation on tract
Various roadside grasses on the maintained road shoulder. The adjacent wetland contains freshwater riverine wetland
species,such as Taxodium distichum, Nyssa aquatics, Carex spp., Polygonum spp., Saururus cernuus, Impatiens capensis
and other species associated with riverine wetlands.
f.
Man-made features and uses now on tract
SR 1100 Drummonds Point Road
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land use is primarily in woodland, row crop agriculture and rural residential.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(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?
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?
<Form continues on next page>
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)
-8 0 8 - 2 8 0b ., 1- tan ASt
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
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 project will provide safe transportation along SR 1100 by replacing an existing bridge crossing over Middleton Creek.
Once the bridge is replaced the roadway facility will continue to provide connectivity and safe access for the traveling public
living and traveling through this area of Chowan County.
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 bridge will be replaced using top down construction techniques utilizing precast concrete structures (piles,caps,deck).
The new bridge will be replaced on its existing alignment, with additional width to allow for current design standards and
safety improvements. The bridge will be constructed using a crane, excavator, dumptrucks, pavers and various other types
of construction equipment.
d.
List all development activities you propose.
The existing 34' long x 25' wide bridge will be entirely removed using NCDOT guidelines for bridge removal. The new bridge
will increase the horizontal floodway by extention to a 55' long x 25' wide bridge. The new bridge will consist of 1 concrete
span supported by concrete end bents and girders. This bridge will be replaced on the existing alignment, causing a
temporary road closure. Traffic will be detoured along available routes. Wetland Impacts have been avoided and minimized
to the maximum extent practicable. The resulting impacts are 5.1 sq. feet of permanent suface water impacts and 253 sq.
feet of temporary wetland impacts associated with hand clearing for erosion control device maintenance area. The removal
of bridge approach fill will restore flood lain elevations as shown in the bride profile drawing.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of an existing bridge.
f.
What is the approximate total disturbed land area resulting from the proposed project? 20000 ®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.
Surface runoff from the paved roadway of SR 1100.
i.
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 DNA
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) — (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.
-80 - 0 '9-8a ST . w w.nccoastal nagement.nat
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 Joseph Campen Webb
Phone No.
Address 249 Drummond's Point Road
Edenton, NC 27932
Name Margaret Ann Campen Shaver
Phone No.
Address 143 Gumberry Road
Ayden, N.C. 28513
Name Black Swan Investments LLC
Phone No.
Address 306 Drummond's Point Road
Edenton, N.C. 27932
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
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.
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.
- 08- 808 -886-4 A °> ,. ww .ncc<�astalmona erg° ent.net
Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date 12/21/2011 Print Name _Clay Willis, Environmental Officer
Signature
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
-i 08— 1-88w C3A T"
LowlMinimal Impact Bridge Project Data Sheet
TIP NO
BD-S101K
W SS
45347.1.801
County
Chowan County
Bridge Number
Bridge 001
Description
Replacement of Bridge a 01 on SR-1100 (Drumoods Point Road) over Middleton Creek
Stream
Basin
Pasquotank Basin $ digit hucod, 00010205
Classification
Class "C: SW
SIN
DWO Index 0004-2 Middleton Creek
Type
Warm I Inland
Size
channel at the bridge site was +1- 30 feet wide
Existing Structure
Type
Reinforced C—floor on amber joist; EBTS & iBTS Timber caps /Timber Plies
Size
Bridge is 2 span @ 1T with a clear roadway width of 24 feet
Suff. Rating
Suff. Rating 70.6 Not Posted
Proposed Structure
Type
Cored Slab Bridge
Size
Preliminary; 1 Q 55- Cored Stab, 90 degree skew. 24 h clear roadway; 1-2 foot grade change
Stream
USACE Impacts (LF)
COE Jurisdkaonal Stream Present, do to bridging there should be no stream Impacts
Non 404 Impacts (LF)
not applicable
Wetlands
USACE Impacts (AC)
wetland Impacts will be wlNin the threshold for NWa Permits from the COE
Non 404 Impacts (AC)
not applicable
CAMA Impacts (AC)
Public Trust Waters I No Came Wetlands I CANA GP required
NC DWO Buffers
Impacts (SF)
None
Buffer Application Required (>40 ft) (YIN)
No
NC DWO StonnWater Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yin)
No basset present for Said Eagle (BGPA)
Species Present
No Nabaat Present
Bid Conclusion
No enact
Moratorium
Type
Arndramous Fish Spawning Area
Dates
February 15M- Jun 15M
Trout Waters
Native/Hatchery
not applicable
Trout Species Present
not applicable
Trout Conditions (YIN)
rot appfleabla
WRC Reviewer
not appliratxe
CAMA
AECs
Public Trust waters
Essential Fish
Habitat (yin)
No
Nay.
Opening
1.5 feet vertical clearance from LSEL to WSEL
USCG
Permit
Nan
Historic
Properties
No survary Required - No Properties present / enacted
Archaeological
Resources
No f ~ survwy Required
Tribal
Lands
None
4(f)
Resources
None
S(f) (LWCF]
Resources
None
Wild and
Scenic River
None
Forest Service
Lands
None
TVA
Area
Nora
FEMA
Buyout
Nan
FEMA
Flood Study
Radelknad Study
LISTS
Haz Mats
None
Relocatees
None
--_--
Location
LAT
3CII94
LONG
-7e.769
Project Comments
Completed by:
Lead Engineer
Division Environmental Officer
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BD-5101K VICINITY AMP
OFF —SITE DETOUR
STATE OF NORTH CARO1IsINA Gu
DIVISION OF HIGHWAYS
CHOWAN COUNTY
LOCATION: BRIDGE NO.I OVER MILtDLETON CREEK
ON SR 1100 (DR UMMOND POINT RD. )
TYPE OF WORK GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND/SURFACE WATER PERMIT DRAWINGS
BEGIN NCDOT PROJECT B-5101K
-L- STA. 10+46.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
CO
SR 1100 (DRUMMOND POINT RD•) —_
Q 1 Elm BRIDGE END NCDOT PI
-Ir STA. 12+ 7.73 -1— STA. 14+16.00
B-5101K I
INCOMPLETE PLANS
DO NOT USE POR R/W ACONEITION
PRELIMINARY PUNS
DO NOT USE MR CONSTRUCTION
GRAPHdC SCALES
SO 25 O 50 100
DESIGN DATA
ADT 2012 = 390
ADT 2032 = 590
OM/ = 10 %
D = 50 %
T = 8 %
V = 55 MPH
* TTST =3% DUAL 5%
FUNC CLASS =LOCAL
SUBREGIONAL TIER
PROJECT LENGTH�1e
LENGTH ROADWAY STATE PROJECT BD-5101J = 0.059 MILES
LENGTH STRUCTURE STATE PROJECT BD-5101J = 0.011 MILES
TOTAL LENGTH STATE PROJECT BD-5101J = 0.070 MILES
Qd far the North Carolina Department
of Tramportation in the Office Of.•
WETHERILL
ENGINEERING vn e, N�G ]]dC6
wn
HYDRAULICS ENGINEER
PE
DIVISION OF HIGHWAYS
STATE OF NORTH CAROIINA
soaT
0 '
I' a
'°f TIAP��C
PE
PLANS
50L 0 50 100
2006 STANDARD SPECUICAIIONS
_EDWARD G. WETHERILL, PE
RIGHT OF WAY DATE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
`�25
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT ENGIMM
BOB A. MAY, PE
LETTING DATE:
L■ ■ ■ ®-I--
PROFILE (VERTICAL)
PROJECT DESIGN ENGDEM
M. HIGIZWAY DESIGN ENGINEER
EXISTING BRIDGE NO. 01 PROPOSED BRIDGE
2 @ 17' SPAN, 24' CLEAR WIDTH 1 @ 55' SPAN 21" CORED SLAB
RC FLOOR ON TIMBER JOIST 24 —10" CLEAR WIDTH
STA. 12 + 2 8.50
SKEW = 90
CL GRADE ELEV. = 4.45'
O PI 11 +42.80
EL - 329'
VC - 72'
K-49
V - 35 MPH
241 DRUMMON
EDENTON, NC
a
E
0
IKrl
WETLAND/SURFACE WATER PERMIT DRAWINGS
P1 - 12+2135
VC- v�/ ,
K -32
(+)1.75807- v - 35 MPH (_)0.72857.
- - - - - - -
WSEL = -0.1 (8-25-11)
P1 +
13 t41037
EL
3'w
VC
l01'
K-96
V -
50 MPH
( O-3213%
(-)0.0729/.
I I 1 1
1^ 11 12 13 14
LLC
LI
RW SHEET NO.
DWAY DESIGN HYDRAI
ENGINEER ENGINEER
INCOMPLE
E PLANS
DO NOT U6[ loll
/� ACOOCNTION
PRELIMIN
RY PLANS
W NOT V!6
CONs"ucT ON
S59 bru. i. —Fn Pd Sui1 W
gM1, N.C. 1
7d tbm�W I
ETNE
ENGINEERIUNGNG rS-aol]]
f� R19 BS 9107
...>ao.+e. R.,a.�,-,a■ - ..I®r.A.w.r Arai.
WETLAND
IMPACTS
SURFACE
W
IMPACTS
TEMP
WETLAND
IMPACT.
(HAND
CLEARING
EXISTING
G
CHANNEL
IMPACTS
SITE 1
0
3.3SF
253SF
6LF
SITE 2
0
1.7SF
0
3LF
NOTE: ALL IMPACTED WETLANDS
ARE COE-404 WETLANDS.
c
NOTES:
1) MODIFIED METHOD II CLEARING
(HAND CLEARING)
2) LOCATED IN A CAMA COUNTY
3) PASOUOTANK RIVER BASIN
d) MIDDLETON CREEK IS A BLUE
LINE ON THE USGS QUAD MAP
gmDENOTES IMPACTS IN
SURFACE WATER
E N T S '._LC DENOTES HAND
f Rd. CLEARING
)' 0' 50' 100' 150'
001119
',RAPHIC SCALE NOTE:INSETS AT 300% SCALE
EXISTING BRIDGE NO.01
2 @ 17' SPAN, 24' CLEAR WIDTH
RC FLOOR ON TIMBER JOIST
10
PROPOSED BRIDGE
1 @ 55' SPAN 21" CORED
SLAB
24'-10" CLEAR WIDTH
STA. 12 + 2 8.50
SKEW = 90
CL GRADE ELEV. = 4.45'
P1 !
11 t42BO
EL a 329'
VC 72'
K-49
V =
35 MPH
0 rt
—10
WETLAND/SURFACE `CATER PERMIT DRAWINGS
PI - 12+21.35
EL+ - 4.67'
Vt�S- 6
Ka32
(+)1.75807. V - 35 MPH
WSEL = —0.1 (8-25-11)
P1
13 f41137
EL -
3680'
VC -
101'
K
96
V
50 MPH
(-)0.7285/,
(-)0.0729%
10 11 1Z- 13 14 15
241 DRUMMOND'S POINT Rd.
EDENTON, NC 27932
Mo,-Sw-" Am P
BLACK SWAN INVESTMENTS LLC
NO.
ENGINEER I ENGINEER
INCOMPLE
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DO NOT UM IOR
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PRELIMIN
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CONSTRUCTION
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WETLAND
IMPACTS
SURFACE
WATER
IMPACTS
TEMP
WETLAND
IMPACTS
(HAND
CLEARING
EXISTING
ZHANNEL
IMPACTS
SITE 1
0
3.3SF
253SF
6LF
SITE 2
0
1.7SF
0
3LF
NOTE: ALL IMPACTED WETLANDS
ARE COE-404 WETLANDS.
- NOTES:
U MODIFIED METHOD it CLEARING
{ (HAND CLEARING)
2) LOCATED IN A LAMA COUNTY
3) PASOUOTANK RIVER BASIN
4) MIDDLETON CREEK IS A BLUE
LINE ON THE USGS QUAD MAP
DENOTES IMPACTS IN
SURFACE WATER
BLACK SWAN INVESTMENTS LLi; ® DENOTES HAND
306 DRUMMOND'S POINT Rd. CLEARING
EDENTON, NC 27932 50' 0' 50' 100, 150'
GRAPHIC SCALE NOTEONSETS AT 30OX SCALE