20100058 Ver 1_CAMA Application_20100121

2C 100058
A
"Ah
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson Dee Freeman
Governor Director Secretary
January 20, 2010
MEMORANDUM
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
JAN 2 -1 20,10
tm • WAM QUAUTr
VftWANDST= WAM8PAKN
CAMA/DREDGE & FILL Permit Application Review
TOWN OF KILL DEVIL HILLS
West First St. & Canal Dr., Kill Devil Hills, Dare County
Proposed Project: Asphalt bike path, storm water drainage, and bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/10/2010 to 400 Commerce Avenue, Morehead City, NC 28557. If you have any
questions regarding the proposed project, please contact John Cece at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
SIGNED
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.
DATE
1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
North Carolina
NWUMa4

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NA-IE: Town of Kill Devil Hills, First Street Bike Path
2. LOCATION OF PROJECT SITE: The proposed bike path will start 2,800 feet west of the
intersection of West First Street and North Croatan Highway (US 158) in Kill Devil Hills, Dare
County, near Canal Drive and extend 4,000 feet south along the west side of West First Street.
Photo Index - 2006: 185-7220 (P19, 019, N19, N20, M21 - M24)
185-7219 (L5 - L7, K8, K9, J10 - J12)
2000: 185-2090 (019, N19, M19, M20, L21 - L23, K24)
185-2089 (Ml - M3, L4 - L7, K8 - K10, Jl 1, J12)
1998: None
1995: 185-1934 (Fll, Ell, D12, C13 - C15, B16 - B18, A19-A21)
1989: 1-46-22 (E15, F16, G16, H15 - H13, 112 -19, J8 - J3)
1984: None
1978: None
State Plane Coordinates - X: 2981620 Y:844888
Rover File: C010507A USGS Map: Kitty Hawk (LR)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - June 22, 2009 / January 5, 2010
Was Applicant Present - Yes / No
5. PROCESSING PROCEDURE: Application Received Complete - December 3, 2009
Office Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - 1997 Town of Kill Devil Hills Land Use Plan Update
Land Classification from LUP - Community
(B) AEC(s) Involved: Estuarine Shoreline
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Two lane asphalt road, drainage swales, large culvert,
bridge
Planned - Asphalt bike path 10 feet wide, storm water drainage
pipes
(G) Estimated Annual Rate of Erosion: Not applicable
Source - Not applicable

Field Investigation Report
Town of Kill Devil Hills, First Street Bike Path - Dare County
Paae 2
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]
DISTURBED / EXCAVATED SHADED
FILLED
(A) Estuarine Waters /
None
None
None
Public Trust Area
(B) Estuarine Shoreline 4,500 SF None None
(C) Uplands 76,500 SF None None
(D) Total Area Disturbed: 81,000 SF (1.86 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Fish Propagation
Shellfishing Open: No
8. PROJECT SUMMARY:
The applicant proposes to install a 10-foot wide by 4,066-foot long asphalt bike path on the
west side of West First Street in Kill Devil Hills between Canal Drive and the south end of
West First Street. This section of West First Street will also be resurfaced and equipped with
storm water drainage pipes. A 70-foot long bulkhead will be installed where West First Street
crosses a local canal.
Proiect Setting
West First Street is an "L-shaped" road in Kill Devil Hills that originates at North Croatan
Highway (US 158) and runs west toward Kitty Hawk Bay. Approximately 2,800 feet west of
US 158, West First Street crosses Canal Drive and an adjacent canal that connects to Kitty
Hawk Bay. The street then turns in a southerly direction and dead ends approximately 3,700
feet south of the canal. The proposed development will occur along the west side of West First
Street between Canal Drive and the south end of West First Street.
West First Street is a two lane asphalt road that passes through residential neighborhoods
located north and west of the National Park Service's Wright Brothers National Memorial. The
neighborhoods contain primarily single family residences and a few empty residential lots. The
only multi-family residences located along West First Street are the Oyster Point
Condominiums which are located immediately southwest of the canal.
The properties along West First Street are bordered by Kitty Hawk Bay to the west, the Wright
Brothers National Memorial to the south and east, and additional residential neighborhoods to
the north. The eastern shore of Kitty Hawk Bay is located 500 - 1250 feet west of First Street.
Vegetation within the street's right-of-way is predominantly mowed grasses and weeds with
indigenous shrubs, bushes, and small trees. This vegetation continues through the 1 - 3 foot
deep drainage swales located along the sides of the road.
Field Investigation Report
Town of Kill Devil Hills, First Street Bike Path - Dare County
Page 3
Elevations along West First Street range from zero along the shore of the canal to
approximately +10 feet further south along the road. The street is elevated approximately 6
feet above the canal's normal water level (NtivL) and is separated from the canal by a 15 - 20
foot wide steeply sloped strip of uplands vegetated with mowed grasses. There are no wetlands
present along the canal's shoreline adjacent to the street.
The portion of the canal north of West First Street is 30 - 60 feet wide and flows under the
street through a six-foot wide culvert that extends 10 feet beyond NWL into the canal. The
canal connects to Kitty Hawk Bay approximately 1,200 feet west of the culvert. After flowing
under the street the canal heads south 1,000 feet then turns southeast and narrows as it extends
onto the Wright Brothers National Monument property. The Joint Waters in the northern
portion of the canal are classified as SC (Fish Propagation) and are closed to shell fishing.
A few of the properties located on the canal north of West First Street have been hardened with
bulkheads. No hardened shorelines were observed along the canal south of West First Street.
Project Description
The applicant proposes to install a 10-foot wide by 4,066-foot long asphalt bike path on the
west side of West First Street in Kill Devil Hills between Canal Drive and the south end of
West First Street. This section of West First Street will also be resurfaced and portions of the
road will be shifted slightly to ensure a five foot gap is maintained between the road and the
proposed bike path. To prevent erosion, a two foot wide strip of ABC gravel will be placed
immediately adjacent to both sides of the road and covered with a one inch layer of sand.
Because West First Street and the canal are only separated by a 15-20 foot wide strip of steeply
sloped uplands, the applicant proposes to install 70 feet of bulkhead at or above NWL to retain
the 6 feet of fill that will be required to create a level surface for the bike path's installation.
The bulkhead will be installed over and around the large existing culvert.
Most of the existing storm water swales located within West First Street's right-of-way will be
replaced with 3,100 feet of storm water "sock drains." The proposed "sock drains" are 12 - 24
inch diameter perforated HDPE pipes encased in filter fabric to allow storm water to infiltrate
into the surrounding soils but prevent the soils from filling the drains. The majority of the
storm water drains will be installed in the five foot gap that will be created between West First
Street and the proposed bike path.
Discharges from these storm water drains will be into an existing swale located between 1414
and 1412 West First Street and into both the eastern and western sides of the canal.
Approximately 1,200 linear feet of drains will discharge to the existing swale and 1,100 linear
feet of drains will discharge into the canal.
Field Investigation Report
Town of Kill Devil Hills, First Street Bike Path - Dare County
Page 4
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will cause the following impacts.
• The proposed development will create approximately 46,500 SF of new impervious surface,
including 3,238 SF of new impervious surface within the 75-foot Estuarine Shoreline AEC,
and 1,352 SF of new impervious surface within the 30-foot buffer.
• The proposed development will disturb 76,500 SF of uplands and 4,500 SF of Estuarine
Shoreline AEC.
• The proposed storm water drains will increase the storm water discharge to both the swale
located between 1414 and 1412 West First Street and the canal.
• A review of available maps indicates that site Dr56 is located approximately 1,000 feet west-
southwest of the intersection of Canal Drive and West First Street and site Drs is located
approximately 1,500 feet west of the south end of West First Street.
Submitted By: John Cece Jr. (252-264-3901 x234)
Date: January 14, 2010

18N OM
APPLICATION for
Major Development Pe
(last revised 12127/06)

C') C! C3 I () 1, C--,J rmit , ,°q;,;?,ak : 31rr
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Town Of Kill Devil Hills, N.C. West First Street
Applicant 1: First Name MI Last Name
Randy M Metzger (Public Services Director)
Applicant 2: First Name MI Last Name
N/A N/A N/A
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
N/A 1719 Kill Devil Hills NC
ZIP Country Phone No. FAX No.
27948 USA 252 - 480 - 4080 ext. 252 - 44 1 - 6136
Street Address (if different from above) City State ZIP
107 Town Hall Drive Kill Devil Hills NIC 27948-
Email
[e-mail]
InIIa'e-N _
2. Agent/Contractor Information
Business Name A IV

Engineering Services Of Virginia, Inc. ?.?
Zl, for
Agent/ Contractor 1: First Name MI Last Name g??
UA hY
Walton P Burkhimer ;
_ "' 4 &R HR4NCH
Agent/ Contractor 2: First Name MI Last Name
N/A N/A N/A
Mailing Address PO Box City State
3351 Stoneshore Rd. N/A Virginia Beach VA
ZIP Phone No. 1 Phone No. 2
23452 757 - 468 - 680 0 ext. N/A _ ext.
FAX No. Contractor #
757 468 4966 N/A
Street Address (if different from above) City State ZIP
N/A N/A N/A N/A -
Email
[e-mail]
<Form continues on back>
20100058

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Dare West First Street N/A
Subdivision Name City State Zip
N/A Kill Devil Hills NC 27948-
Phone No. Lot No.(s) (if many, attach additional page with list)
- - ext. N/A, , ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Kitty Hawk Bay
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 Kitty Hawk Bay, Albermarle Sound
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.
Kill Devil Hills
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
120 ft. N/A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
N/A, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 5.9 ?NHW or ®NWL
e. Vegetation on tract
Roadside coniferous and deciduous trees of varying age and size.
f. Man-made features and uses now on tract
Roadway, driveways, storm drainage pipes and structures.
g. Identify and describe the existing land uses adiacent to the proposed project site.
All properties adjacent to the West First Street right of way are residential in use, except for a few vacant tracts.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
RL - Residential Low Density, except one tract is C- (Attach zoning compliance certificate, if applicable)
Commercial but is used for multi-family. ®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?
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 continues on next page>
.. ? ._ `. ?. a d.. _ ? _ . . ? ?. . - _ t .. , . .
Form DCM MP-1 (Page 3 of 4)
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.
N/A
o. Describe existing drinking water supply source.
Existing Town of Kill Devil Hills 8-inch watermain supplies drinking water to properties along right of way.
p. Describe existing storm water management or treatment systems.
Roadside ditches, driveway culverts, drop inlets, and storm pipe are used for stormwater management within right of way.
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.
Purpose of project is to: add 4,066 LF of 10' multi-use path within right of way, shift roadway to accommodate path, improve
existing road with asphalt overlay, and install additional storm sewer to improve stormwater management and accommodate
proposed multi-use path.
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.
Excavator will be utilized for storm sewer and earthwork. Miller, paver, grader, roller, and a road widening machine will be
used for roadway work. Equipment that must remain onsite will be stored within the available right of way.
d. List all development activities you propose.
Roadway work, multi-use path construction, storm drainage installation, minor earthwork, and bulkhead at NCDOT ditch
crossing.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 1.86 ?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.
The southern end of the project uses an existing ditch system that discharges into Kitty Hawk Bay. The existing ditch system
will be utilized and will be piped with "sock drain" in areas to accommodate the multi-use path and roadway shift. The
northern end of the project uses an existing ditch system that discharges into the NCDOT commision ditch that discharges
into Kitty Hawk Bay. The existing ditch system will be utilized and will be piped with "sock drain" in areas to accommodate
the multi-use path and roadway shift. "Sock Drain" is a perforated HDPE pipe that is wrapped in filter fabric to allow for
infiltration into the existing sandy soils. Similar treatment will be used for the portion in the middle of the project that drains to
Teakwood Lane.
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 ?NA
If yes, attach a mitigation proposal.

'Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Form continues on back>
CC r'4)
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) - (0 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 Oyster Point on Kitty Hawk Bay C/O John H. High Co Phone No.
Address 203 Forest Hill Ave Rocky Mount NC 27801
Name Alfred N Pagnotta Jr Phone No.
Address 9729 Clocktower Lane Apt 103 Columbia MD 21046
Name Paul R. Buske and April R. Buske Phone No.
Address PO Box 721 Kitty Hawk NC 27949
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
S OYVT12oi_ PLAY) rJo. Ofj E 20?o-60y NCDEAK- nLK- L aS 7 cs ? Vp to-Z-09
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 /?` 7i Z Z-00 7 Print Name _Randy Metzger (Public Service Director)_
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
t, . ? F. ? . a .. .. ._ . s .. .. .. is : x ° 1' . .... a. 9 .. t : f .. ? Y P
Additional adjacent waterfront property owner:
Christiane White
633 Canal Dr
Kill Devil Hills, NC 27948-9447
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 Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length N/A N/A N/A N/A N/A N/A 113'
Width N/A N/A N/A N/A N/A N/A 13'
Avg. Existing N/A N/A N/A N/A NA NA N/A
Depth
Final Project
Depth N/A N/A N/A N/A NA NA N/A
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.
c. (i) Does the area to be excavated include coastal wetlands/marsh d.
(CW), submerged aquatic vegetation (SAV), shell bottom (SIR),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
High-ground excavation in cubic yards.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
?Yes ?No ?NA ?Yes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
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
(i) Does the disposal include any area in the water?
?Yes ?No ?NA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:

3. SHORELINE STABILIZATION ?This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
OBulkhead ?Riprap ?Breakwater/Sill ?Other:
c. Average distance waterward of NHW or NWL: N/A, Bulkhead will
constructed to not interfere with existing edge of normal water.
e. Type of stabilization material:
Pressure treated wood
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill N/A Riprap N/A
Breakwater/Sill N/A Other N JA
i. Source of fill material.
b. Length: 73'
Width: 10"
d. Maximum distance waterward of NHW or NWL: N/A
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ONo ?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 brought to the site? ®Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW1.
If yes,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 113'x13'
(iv) Purpose of fill
Raise grade to allow for multi-use path. Bulkhead will be
placed to not interfere with normal edge of water and
existing ditch bank will be filled behind bulk head to allow
for multi-use path.
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 ONone
(ii) Describe the purpose of the fill in these areas:
N/A
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)?
Bulkhead will be constructed prior to filling and will act to control Trackhoe
sediment runoff.
c. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ?Yes ®No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Project Name
Date
W. First Street Randy Metzger,Public Services Director
Applicant Name

Applicant Signature

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. N/A
Multi-use path and road widening
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
N/A 1.86 acres of disturbed area for entirety of project.
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Asphalt
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 09/28/09
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
Ex road - 34.8%, New Road - 4.8%, road to be removed -
3.9%, Multi-use path - 16.8%, total proposed - 52.5%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
Ex road - 44.4%, total proposed (road and path) - 61.0%
j. Describe proposed method of sewage disposal.
N/A
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Storm water discharge via proposed storm water sewer
system.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ?No ?NA
(ii) If yes, list the date submitted: 9/28/09
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ®No ?NA
If yes, attach appropriate documentation.
r.. ,

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
N/A
n. (i) Will water be impounded? ?Yes ?No ®NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
N/A
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
?Yes ?No ®NA
Date
W. First Street
Project Name
Randy Metzger, Public Services Director
Applicant Name
Applicant Signat e
f.. r.
C
MAJOR PERMIT FEE MATRIX
Applicant: ? D ? W 65-r F( R?r
Selection Development Type Fee DCM % DWO %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. Private, non-commercial
development that does not $250 100%($250) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
Il. Public or commercial
development that does not $400 100%($400) 0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
E] commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3490 (See
attached can be applied:
III(B). Public or commercial
development, if General $400 100%($400) 0%($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water

_nT Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) could
be applied,,but D ILsta#
determined that additional
review and_wrii1,en_DWQ__.
rn- nC?r?nrP is _neariari_
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
Ej Quality Certification No. $400 60%($240) 40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
F1 involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
Oct. 30, 2009 1:39PM Town Of Kill Devil Hills
No, 3325 P. 1
?.? 3
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist October 20, 2009 Dee Freeman, Secretary
14,FTTFR OF APPROVAi, WITH MC T)TFTC:ATIONS
Town of Kill Devil Hills
ATTN: Mr. Shawn Murphy, Assistant Town Manager
Peat Office ilex 1719. 0CT 2 1 2009
Kill Devil Hills, North Carolina 27948
RF: F,rosion and Sedirnentatim Contmi Plan No, DART-20.10-0A4
Project Name: West First Street Bike Path & Drainage Improvements
Location: West First Street, Kill Devil Hills
County-. Dare
River Basin: Pasquotank
Date Received by LQS: September 30, 2009
Acres Approved: 2 Proiect Type: New
Project Description: Bike Path & Drainage Improvements, as shown on the submitted
plan dated September 25, 2009
Dear Sir:
This office has reviewed the subject erosion and sedimentation control plan. We fmd the plan to
be acceptable and hereby issue this Letter of Approval with Modifications. The modifications
required for approval are listed on the attached page. This plan approval shall expire three (3)
years following the date of approval, if no land-disturbing activity has been undertaken, as
required by 15A NCAC 48.0129.
Please be advised that 15A NCAC 413.0118(a) requires that a copy of the approved erosion and
sedimentation control plan be on file at the job site. Also, you should consider this letter as
giving the Notice required by G.S. 113A-61.1(x) of our right of periodic inspection to ensure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (G.S.
113A-51 through 66), this office may require revisions to the plan and implementation of the
revisions to ensure compliance with the Act.
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: http:l/www.dlr.enr,state.nc.ustpagesAandqualitysection.html
An Equal Opportunity 1 Affirmative Action Employer - 50%Recycw/10% Post Consumer Paper
Oct,30. 2009 1:40PM Town Of Kill Devil Hills No, 3325 P, 2
Town of Kill Devil Hills
ATTN: Mr. Shawn Murphy, Assistant Town Manager
October 20, 2009
Page 2
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations and rules. In addition, local city or county ordinances or
rules may also apply to this land-disturbing activity. This approval does not supersede any other
permit or approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCG010000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility/Ownership Form, which you have submitted. You are required to file
an amended form if there is any change in the information included on the form. In addition,
15A NCAC 4B.0127(c) requires that you notify this office of the proposed starting date for this
project (using the enclosed Project Information Sheet). Please notify us if you plan to have a
preconstruction conference.
Sincerely,
obert ?JamesBelvin, PE
Assistant Regional Engineer
Enclosures
cc w/o enc: Charles E Aydlett, Engineering Services
Frank Jennings, Division of Coastal Management
Alton Hodge, Division of Water Quality
Oct. 30. 2009 1:40PM Town Of Kill Devil Hills No. 3325 P. 3
October 20, 2009
Erosion and Sedimentation Control Plan No. DARE-2010-004
Project Name: West First Street Bike Path. & Drainage Improvements
Modifications
Page 1
The LATEST APPROVED erosion and sediment control plan will be used during
periodic unannounced inspections to determine compliance and a copy of the plan must
be on file at the job site. If it is determined that the implemented plan is inadequate, this
office may require the installation of additional measures and/or that the plan be revised
to comply with state law;
2. All revisions required by other local, state or federal agencies which affect site layout,
drainage patterns, limits of disturbance and/or disturbed acreage must be submitted to this
office for approval a minimum of 15 days prior to the start of construction.
Revisions exceeding the approved scope of this project without prior approval of the plan
showing the changes can be considered a violation. Failure to comply with any part of the
approved plan or with any requirements of this program could result in appropriate legal
action (civil or criminal) against the financially responsible party. Legal actions include
Stop Work Orders and the assessing of a civil penalty of up to $5000 for the initial
violation plus an additional penalty of up to $5000 per day for each day the site is out of
compliance;
4. The CERTIFICATE OF PLAN APPRnVAL must be pasted at the primary entrance
to the job site and remain until the site is permanently stabilized;
5. Except in the case of a storm related emergency, a revised erosion and sedimentation
control plan must be submitted to and approved by this office prior to initiating any
significant changes in the construction, grading or drainage plans;
6. Erosion and sediment control measures or devices are to be installed to safely withstand
the runoff resulting from a 10 year storm event - 6.5 - 7 inches in 24 hours or at the rate
of 6.5 - 7 incbec in 1 boor.
7. Unless the off-site borrow and/or disposal sites are identified in the erosion control plan,
no earthen material is to be brought on or removed from the project site;
8. Buffer zone, sufficient to restrain visible sedimentation within the 25% of the width
closest to the land disturbance, must be provided and maintained between the land-
disturbing activity and any adjacent property or watercourse;
9. In order to comply with the intent of the Act, the scheduling of the land-disturbing
activities is to be such that both the area of exposure and the time between the land
disturbance and the providing of a ground cover is minimized;
Oct-30. 2009 1:40PM Town Of Kill Devil Hills No,3325 P. 4
October 20, 2009
Erosion and Sedimentation Control Plan No. DARE-2010-004
Project Name: West First Street Bike Path & Drainage Improvements
Modifications
Page 2
10. Unless a temporary, manufactured, lining material has been specified, a clean straw
mulch must be applied, at the minimum rate of 2 tons/acre, to all seeded areas. The
mulch must cover at least 75% of the seeded area after it is either tacked, with an
acceptable tacking material, or crimped in place;
It. New or affected cut or filled slopes must be at an angle that can be retained by vegetative
cover, AND must be provided with s around cover sufficient to restrain erosion within
21 calendar days.of completion. of any, abase (roach or final) of mdins (RYE
GRASS IS NOT in the APPROVED seeding specifications NOR is it an
ACCEPTABLE substitute for the providing of a temporary ground cover);
12. A permanent ground cover, sufficient restrain erosion, mnst_ be _ provided within the
shorter of 15 working or 90 calendar days (if in a High Quality Zone, the shorter of 15
working or 60 calendar days) after completion of construction or development on any
portion of the tract (RYE GRASS IS NOT in the APPROVED seeding specifications
NOR is it an ACCEPTABLE substitute for the providing of a nurse cover for the
permanent grass cover);
13. Adequate and appropriate measures must be installed downstream of any land disturbing
activity to prevent sedimentation from leaving the limits of disturbance, entering existing
drainage systems, entering an on-site natural watercourse or adjoining property.
14. Temporary adequate and appropriate measures must be installed at or just prior to the
final point of drainage discharge downstream of any land disturbing activity to prevent
sedimentation from leaving the limits of disturbance, entering existing drainage systems,
entering an on-site natural watercourse or adjoining property.
15. The plan shows water dependant activities; prior to construction you must provide this
office with a copy of the permit allowing this work from the appropriate state or federal
agency.
16. All work must be performed within the ROW. No work is approved on private property.
Oct, 30, 2009 1:41PM Town Of Kill Devil Hills No. 3325 P, 5
PROJECT INFORMATION SHEET
APPROVAL DATE: October 20, 2009
RESPONSIBLE PARTY: Town of Kill Devil Hills
PROJECT NAME: West First Street Bike Path & Drainage Improvements
COUNTY: Dare NO.: DARE-2010004
STAR T-UP DATE:
CONTRACTOR:
ON-SITE CONTACT:
ON-SITE PHONE NO.:
OFFICE PRONE NO.:
PLEASE COMPLETE & RETURN TO:
N.C'..D.F.N.R_
LAND QUALITY SECTION
ATTN: Pat McClain, PE
943 WASHINGTON SQUARE MALL
WASHINGTON, NORTH CAROLINA 27889
Oc t.30. 2009 1:41PM Town Of Klll Devll Hills No. 3325 P. 6
ct r-
cn }? U
i-' O
P
kf)
.14
? C4* o Q
ANN%
luj
;10 vj s V-4 U 44
V) Q)
Cld
O4
ENO t
Iii U • ?
. ,4- Q
tp 0
?0U ?.O
c?
c? C40
1
1
1
1
1
1
1
1
1
M
1
1
1

West First Street2010005.
D , !'z r. ,
JAN j 2Ciu
The Town of Kill Devil Hills
102 Town Hall Drive
Kill Devil Hills, North Carolina
Prepared By:
J L
11, J
engineering services, inc.
3351 Stoneshore Road
Virginia Beach, VA 23452
Voice: [phone]
November 16, 2009
esiJN 09010
1
1
1
1
1
1
1
1
1
1
1

1
1
1
Table of Contents
Narrative
Multi-use Path Maps
Storm Water Excerpts and Calculations
Pages 1-3
Appendix A
Appendix B
F J

' Project Description:
' The purpose of the project is to construct a multi-use path and make roadway and drainage improvements
within the West First Street right of way. The multi-use path will have a width of ten feet (10') and the
pavement section will be 2.5" of SF 9.5A of surface course asphalt and 6" of aggregate base course over a
' compacted subgrade. The path will be located 2' off of the western right of way and will have a 5.5'
grass buffer that separates the path from the vehicular travel lane. The 5.5' grass buffer includes a 2'
stone shoulder that will be buried beneath an inch of sand. The sand will allow grass to grow through and
' maintain the 5.5' grass area without sacrificing the integrity of the shoulder. The stone shoulder has been
successfully used throughout other Kill Devil Hills street improvement projects to prevent rutting and
pavement failure caused by errant drivers and mail/newspaper delivery. The path will be constructed to
the Association of State Highway and Transportation Officials (AASHTO) standards as well as NCDOT
' guidelines. The path will be fully ADA compliant. Signage will be installed as outlined in the Manual
for Uniform Traffic Control Devices (MUTCD).
' The proposed project will provide linkage from a dense population base to an existing multi-use path
which leads to the First Flight School Complex. The complex is composed of elementary, middle and
high schools with a combined enrollment of over 1,900 students. There are three existing multi-use paths
' in the area that the proposed path will connect. The proposed path will directly connect to the Wright
Brothers Path, a detached 10-foot wide asphalt path. The Wright Brothers Multi-Use Path extends from
southern end of West First Street through the Wright Brothers National Historic Site. The Wright
Brothers Path connects to the Veterans Drive Multi-use Path and the Centennial Path. The Veterans
' Drive Path is a detached asphalt multi-use path connecting directly to the First Flight School Campus and
associated athletic fields. The Wright Brothers and Veteran Drive Paths both connect to Centennial Path,
which is a concrete sidewalk system that provides access to other school age activities including the Dare
' County Recreation Center. The Dare County Recreation Center offers after school activities and
organized sports and is widely used by children attending First Flight Schools. The Centennial Path links
the First Flight School Complex to the Dare County Public Library, the Dare County Senior Center, and
' the Outer Banks Center for Learning, a private tutoring center for children. The Veterans Drive multi-use
Path and Centennial Path both lead to Aviation Park, a Town recreation park, which provides facilities
targeted to middle school students including an existing roller hockey rink and a proposed skateboard
' park. Maps in "Appendix A" show links to existing infrastructure. The proposed trail will make a
essential connection for students from residential subdivisions to safely travel on a detached multi-use
path to the school complex and other community facilities.
In order to accommodate the multi-use path in the western side of the W. First Street right of way, the
roadway will be shifted to maintain the 5.5' grass buffer described above. This will be achieved through
saw-cutting the western side of the roadway and widening the eastern side roadway to provide for 24-feet
of vehicular travel way. Portions of the roadway where the existing pavement is in poor condition will be
rebuilt with 4" of asphalt and the remainder of the existing roadway that is in good condition will be
overlayed with 1" of asphalt to provide a continuous and smooth finished surface. The total area of
existing asphalt to be removed by shifting the roadway is approximately 9,680 sf. The area of new
roadway that will be required to accommodate the shift is approximately 8,270 sf. The area of existing
roadway that will be resurfaced throughout the entirety of the project limits is approximately 88,330 sf.
' Existing Conditions:
West First Street is a 20-24 foot paved collector street in a 50' right of way for the majority of the project
area and a 60' right of way at the northern end of the project. W. First Street experiences moderate to
heavy local traffic connecting three large residential subdivisions First Flight Village, the Landing and
' Wright Woods. Elevations within the project portion of the right of way range from 0.0 to 8.7.

0
u
' Critical Areas:
The critical area within the scope of the W. First Street improvements is the NCDOT Highway
Commission Ditch located at the northern end of the project (Sheet 10). The plans indicate the 75'
Estuarine Shoreline Area of Environmental Concern (AEC) and the 30' Coastal Area Management Act
' (CAMA) buffer that are offset from the edge of water.
An existing 57"x83" corrugated metal pipe culvert crosses the roadway at the NCDOT ditch. In order to
accommodate the multi-use path a bulkhead system will be installed along the edge of the ditch and
' around the culvert to allow filling of the ditch bank without encroaching upon the normal water surface of
the ditch. Since the multi-use path is being funded by the Federal Highway Administration's the
AASHTO "Guide for the Development of Bicycle Facilities" recommends that the continuity of the path
be maintained, therefore the bulkhead system will allow the path to remain an asphalt surface on grade
through the ditch crossing rather than installing a wooden bridge at the ditch crossing that wood break up
the continuity of the path and not provide a smooth surface. Within the 30' CAMA buffer, 262 sf of new
' roadway will be constructed along with 1,090 sf of multi-use path. Within the 75' AEC, 462 sf of new
roadway will be constructed along with 1,424 sf of multi-use path.
In order to accommodate the roadway shift, the fill slope on the eastern side of the ditch crossing will be
t regraded to a 2:1 slope. Regrading the ditch bank at 2:1 will allow for greater than a foot of separation
between the fill slope and edge of water and provide for an area to place the silt fence.
Stormwater Management
Stormwater management within the W. First Street right of way will be achieved through the use of
' roadside swales and storm sewer. There are three existing outfall locations within the limits of the project
existing drainage areas will be maintained for those outfalls. The first location is an existing ditch at the
southern end of the project that runs west into the Kitty Hawk Bay. The second location is an existing
' storm sewer system that runs west along Teakwood Lane into the Kitty Hawk bay. The last point of
outfall is at the northern end of the project and was described above as the NCDOT Highway Commision
Ditch.
t In order to take advantage the existing sandy soil conditions, swales and "sock drain" were utilized at
minimal slopes to encourage infiltration. "Sock drain" is perforated HDPE pipe that is wrapped in filter
fabric and allows the stormwater to infiltrate in the surrounding soils. This type of storm system has been
' used successfully in similar projects for the Town of Kill Devil Hills.
Attached in Appendix B are excerpts from the Town of Kill Devil Hills Stormwater Inventory Map.
' These excerpts show the four drainage areas that break up the W. First Street project. These areas are
labeled as S03, S04, 50108, and S0109. Attached behind the excerpts are the storm water calculations for
the above mentioned drainage areas. The rational method was used to calculate the runoff rates in cubic
' feet per second (cfs). The calculations labeled "pre" represent the drainage areas as they are and the
calculations labeled "post" represent the drainage areas with the addition of the multi-use path. The
results of the calculations are very conservative in nature since infiltration by the use of "sock drain" and
' localized infiltration are not considered.
Erosion and Sediment Control
Erosion and sediment control measures have been designed in accordance with the North Carolina
' Erosion and Sediment Control Planning and Design Manual. Erosion and sediment control measures that

1
1
1
1
1
1
1
1
1
1
1
1
1
1
have been incorporated into the plans for West First Street include; silt fence, construction entrance, inlet
protection, and temporary seeding. The sequence of construction is listed below:
CONSTRUCTION SCHEDULE
1. Obtain plan approval and other applicable permits. Notify all utility companies (by contractor)
and property owners (by owner).
2. Flag and / or rough stake work limits.
3. Hold pre-construction conference (owner, contractor, engineer, and appropriate government
officials) at least one week prior to start of construction activities.
4. Install silt fence and inlet protection on existing structures.
5. Complete clearing and grubbing procedures.
6. Perform east side road widening as shown in plans.
7. Install storm drainage pipes and structures. Install inlet protection on new structures. Cut
driveways to suit pipe and swale installation.
8. Install pavement section and overlay for roadway and multi-use path. Replace driveways as
shown.
9. All erosion & sedimentation control practices will be inspected weekly and after heavy rainfall
events, needed repairs will be made immediately.
10. Once project area is fully stabilized, remove erosion and sediment control measures.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Multi-use Path Maps
Appendix A
1
Ci
O
U
U7
c
0
c?
c?
0
c?
IL
a?
U)
0
0-
0

O
z
Z
-?
O
0
w a_

? z
µ
I
I
*42
rt?

?C p
0
Z
Z .C
r-+
0-
•X O
w CL

? ? ? ? r ? ? ? ? ? ? ? ? ? ? ? ? ? .

1
1
Storm Water Excerpts and Calculations
Appendix B
Pre-Drainage Area (acres)
S03 S04 S0108 S0109
Roads 2.23 2.82 1.49 2.63
Houses 1.96 1.71 0.78 2.16
Driveways 0.82 1.34 0.34 1.33
Pervious 22.51 12.70 11.11 16.04

IC-factor 0.25 0.35 0.25 0.32
Post-Drainage Area (acres)
S03 S04 S0108 S0109
Roads 2.23 2.82 1.49 2.63
Houses 1.96 1.71 0.78 2.16
Driveways 0.82 1.34 0.34 1.33
Multi-use Path 0.17 0.11 0.34 0.06
Pervious 22.34 12.59 10.77 15.97

C-factor 0.25 0.36 0.27 0.32

0

1
2-yr Storm Water Runoff
c Tc I A Q (cfs)
S03 (pre) 0.25 33 2.85 27.52 19.27
S03 (post) 0.25 33 2.85 27.52 19.65
S04(pre) 0.35 33 2.85 18.57 18.67
S04(post) 0.36 33 2.85 18.57 18.92
S0108(pre) 0.25 30 2.96 13.72 10.24
S0108(post) 0.27 30 2.96 13.72 11.05
S0109(pre) 0.32 45 2.41 22.17 17.17
S0109(post) 0.32 45 2.41 22.17 17.29
1 10-yr Storm Water Runoff
1
1
1
1
1
1
1
1
1
1
1
1
c Tc I A Q (cfs)
S03 (pre) 0.25 33 3.94 27.52 26.64
S03 (post) 0.25 33 3.94 27.52 27.17
S04(pre) 0.35 33 3.94 18.57 25.81
S04(post) 0.36 33 3.94 18.57 26.16
S0108(pre) 0.25 30 4.08 13.72 14.11
S0108(post) 0.27 30 4.08 13.72 15.24
S0109(pre) 0.32 45 3.37 22.17 24.01
S0109(post) 0.32 45 3.37 22.17 24.18
= m = m m m = = m m m = = m = m m = m I

m
tleyy ,(?tlluanul ialemuuoly
37#JS EUTIoieD [. voN fjunoj ojeCl 4 ry _ a N p '; 9. 111 ? ( ?
SIIIH IinaQ lli?I m a e e b 8 Q o
3ouMo] a B s N y rQ_
dieW fIOIuanul zaIUA'\U zo3S y o y # III[a
3
ZNMLk'3a 31vn ON
6Z PNS aaS 'awl yoleW
c
c
J
C
U
C
c
S
f
LO
N
N
am
L
U)
a)
Q)
U)
C
J
L
U
(0

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
tleyy Noluanul ?elemuuols
EugonD gl.ioN junoD weCI m - % N x. A ? 0)
S[IlH [tnaQ II!?I m o w, s£ N
jo QMOJ S B B m y
&W /i101uanu1 ia;BMULUOIS y ? ? y
curvcu?al ?Lttn •rw ? ? ? I b
Ic Iaays aas 'aui? yoleW
ry/ 3dOH ;B['ryN
.4^t
- 8?
AO'L
?6y„YN I?
o?t?Ff
a? r
,? C l
?tr
V \
• J
F
I
iv
^ul
r Sa L ,„ .aPL g? ? e?
+t>wt i ?-
f'L LaOt ,? ? n ? ???
.z
^ t ?" i r
taw , _? ?
iz^Ui
Z^ I PCO Cen b Sa S F S
.a (1 gist YYYY?Yc
z
z ^uI e4al
'saa ^? amt
taw .t.
ccz ^W scot
Z -1 1403
- .a1
K-Z ^ui
Pa'L ^e1 a901
JaoX .m
WC ^uI Ca06
01'C wl 990L $ °
31ZL S6 ,. ? M irj M
y1 S1 'C ^ul gaol °o€?Y
S y LOC W*Qo arc_ -
a.
o _
> M E>
z
a
N I W
Z It ?
N
w
8£'9£ CLOS
m
? ben
$ R&Q"s
oS?_
33a1s n?res wviO
rA
1-0 CID
? F
U m ?Efc> - T
ZO'S ^3I 0901 a1'9 nub ffOt
133a15 OaIHl
SY
7 ? E
a d
6
Z
o
yN ? 3
? O

1 5.1 It
g $$ IM;; e
e ?+ f, Fi ? h n n tt' M ?,

so NVIOM
me
44:: : 8
'•nnn nRh?: NSF oYn v
a € ? ? F S•'c
S h 5 _>c 4"5 ?h Fh .
> h 7. h !1t i }. . h 1: > >h
gg RoRRR RR" & ""
a??s? N rl

r?
r
?. Bill
?07 IaAI IC nncl `7.lit irnnun.
AVO
1119 bit
00109
,? ?? SY rtl 9M0
? ? ? roy two
! l JI 16,
i
hti y ? I
_1_ ` ? ono oar
? l
a??? ?F p ?p ? ? g
/ ae 1 $Xn
/ ?`EY? 4I 1
•• ? l I
L 41
00
N
N
a?
s
U)
a)
a)
ai
C
J
L
U
f6
1
? J
J
Y
I
J
t

tleyy /uotuanul ?elemuuols
RmN
aas
qt?
1.01
o
o
z
0
C? ? g
V1 ^{ ?
! ati 4 w °? ae 5.5€ d
I ?
I f KL till I
-.-I ( lrL •9 is
w eG'C wi ZOLI ? al
® ? ?'Y wl COLI QY ?4 471i
I .Il
y tcL wl roLl
I Awl. M all 4 ;
aln ,tl
I I?f ML +? atl
I I t/Y 'm all
q
O ? ? I; I LM l
aw 'tt M'L M 82tl
w f SC?'L Gill lfLl ?n !M? It{`
o /y ( SEL'.ul LfLt I itSY'1t tit
I f if i Rf M WI
I I m WILL
I I I) LwY W nit
I II I en W Oil
I
Ilk
s? m \ m" f
sullonD 4110N XjunoD 3mCl
SIM IIA2Q II!}I ?
30 UMOl a s N s g g g g _ R A
&W ti0Juanu1 iaaEMUMIS o N h N
Z£ JG0gS GOS `Gull plew

lit +4 Litt b
JIM A
wd't M will O
? ? girt
dY M Yltl
ML X11 wilt
3m at
11Y NA nil
tiY M4 'it,
tltM A
on 44 nil
wlY -M twil
An w Wtl
v .w
wY 14 Loll
on -A St"
atlwt .w
cre Aso ail
is 'A soil
w
we Mit
ore M Wit
II=.K
sn I" loll
?OYi Q O
Rn N oa gl 1..
L,-- ?,ro,
It
w 4 xyM
N 412 w 4.32

I. 4.4t
M 4.10 / n??
LL ?i
_ MAW
';; EROELICH PL
a
w
°ym
i
i

?
cnlLar ? •

aNIH.L
\ t
l0 ?
0
vJ W
O
N
3nIa0 NVIONI
Ree
I ??E
N Ky

w OE O
y
m
?E>
a?=

-- - - - - - - - - - - - - $a
- E'

/ A-1
sew .c?
\ ? ? m m
nn ^
?
p.? LANE a
c
rc ?
M
gw
ma ? ? y?
r+ a
1
ap 1 1
. , _ 18r?m6
°rc 'R E

?s
.
ianoo
•
N J
R02 r---_ ?_
v?rc?
° 4 I"
?
ail uwiE
?

------°--'- ---\\ r?

arc'
19'aiLS d710a
0

i

I

tt
N
?
I (n
a>
cn
!G
J
.C
F ?

! ?a

00
N

m
iaa," TSHR W%qn

_ ~ _ : ~ . _ Y~~ ~r ~(t, h S b~'+~,v^¢ca~~~ ,~'~!~a~4B~ti°,!r y~., f u - yy ~y
' . ...,h ~ ,..,n. TlM , ~I~i~~~Ml!P~. T .,..rhi i,~4.Y ,.~1.~~,Vrri.'rk y., yg ~~,y,~~ ! ~ . YCSd f I i ~r. ' .~Y~.. , .Mj'WSiwi/4M~kWb y... ..r.' i s ~x St .Y~ S'. 5 .aA' ,.,na+~f¢e3'!~., ~Jn ,ru.+,..1~"-~.~y 'fir tiC>. r,~ tva •?;`~a f. tt ~ ° ~W y
.F Err«.€ . ~r~:~~~y . , 1
y ~ y
. _ , ~},r~ fin' ~ Vii, ; i.r ~ ' ~ .M r xYY.. C',Ya'u$: + ~r.F .a1.f ~3. .Si .r. , h'4 !s'~r. >~q . ~ . rj .~4wz. ~ _I i' kt,... ext. ~ '
~y~ i..,~ . ,y r.~, of J~;, > 5~ , 3 ~ ~..~n - { N ' 11 jnn' r f r( f
;l , rM?....MW'M ,i+,t°.r.~ . p~:v-M - J ,l ~ ' f. ''C Y _ 4= V p~~y+r~ sy~ ayl{c.3, A': _ $
a s , , ~F
, ~ _y,,
- ..~Y'~ is`.,. ,J , 'V~ ,..,.c cw: @a ~R~~ BWAlRIIy AI~`.~'+.96 .}ww.w~t9ar y, _ . - . - , _ _ - ~
t ~ ~ r } i - c ~"A.Ft'k' O~,AY ~,k?~ iA~'. 6~' 43P : 8 e s; : < ,e8 6~~DA~A ~,k~R~d~
\ia ~p W
f~ r~ela'`~a! ~ ~ ~ 1 ~ ~ e„ ae~'~ ~s~` a4?~1,msfi '4'o~e~e~l+~ y
~ wo iQ/~ ARIA' 4}YrO~ '„Ld .O~Po e. ; gg ' . _ . c _.1:_. , Ott ,i;'~ i~,Ab~
? ~ o ~ .fie ®9~$^A$w,fOE + ~ - .«m.n A - Si1.0$I ; 1'3et~ r il$,S~ iMA$`:t'~
s' ` T mS~S.d.:~2hBt~ d ~r , ~ ® ~ flteSS~Y ~ r. (10,~ t@2 ese r` ~ ; 664a~ ' 6 , ,
. ~ ~ ~ - Ete}~csm~ ~ t1o,~:ns r,, ~En~ mglc,~
, a p ~ - ~ Ott, ~ am ~ Biel ~ e ~ ~ ~ ~ i A ap9~pp} ~ p. 0 30~ ~ 8. 6.. ® a, ,w :P JMV --fo x' J48 ~r c~ w ,S °'m - ~ > ~ " ~ `"r~++c';C~~ ~g~ d,C `~Ml~,, lF ~ ' ~ ~ e fit,. ~ . _ - n ~
q~~ ~ _ 1 ? ~ ~ _ ~ ~ ~ ~,p,, +~~~1E,4~ dear ~y;gdt ~ ' ? . ,i t e.~ ~ A. ~ Yf 0, _,:p . ,y - ~ •"i!, u~1?NCFR
~ t , , ~ o,.. { . ~ /
a a. 0~+~4. 1 F ~ ~ ~ 88 .111 _ ,Lr,f ~ ~
. . ~ ~
. ° $ , . ~ ~ ~ ; ~1{ITT mR1.1.A - . ' , , "3" 1
y~ 3 ti ~ e~ °~rp ~1 ,tea a~1 ~1 ' ~ ,U~U po
~ a - ; o~® fir. 'T?1gt
/,p ,,eel ~ ,s~ - ~ ~..w~ a~.~sM~
a.. ~ o ,1 ~ 8 7, , , ~ ~ 1 ~B. ~ r
~1 ~ ~ ,ffi ~
~,>bl1 1@ ~IR,9 a ltd W ~ ~ AA'i$ . '9 m Btu ~1 ~,Yg p
' ~.~1 l~gD) ® ~ ~ ®~9p 1~ x@19 ~ S'4!k , ~ m 31 m} m I~b<88is . ~ ..e, Ip ! e,,; ~ ~ »t ~ a ~ ~,/~/o ~ ~ T91~ 1~.AT AIP~ 1:
~`"m°mum '",pt° ~a ~ $4, . ~ g~,~ ~ „ ; 68$oS8@) o A , 8b 0'" ~ ~ 1 ~ o $@3$ity o '
. ` ~ ~ , , .tom , o-
t~,1~3
~ ~ Y ~e ~ ~
r °~'r ~ ~ ® ~a m ~ ~ Ae
~ ~r ~ ~ ~
'0 1~6,~'ka f~RD4iAffi IrET/l 6X+IOR18 / a7~® ' ,
w. SLd @~,°B1b /~'6a$D11 ~ ' R I I'® ~ aaw~ ~ eB t O.~RE ~ 9 ,
°
~ ~'+.$g g~,~de 4T$,tQ 8T1d CARD6.INAo OD 16ER68Y ACRTt 9' $ spa+fl I ° , ' ~6' ® Ni'~Rtt1ffi O~~~MtNT ~tl111A'S'esAsl!ly Y ~8 4 fit} I~,B @~e19~~ ~ >
1'l11•$ DAY AM® ACKNCI'WLEE~ DIIR ~ af0- W
a d f~,1 +b~IfltSRmNlPs ORO6CAtE0dm A11b aFJlliffi6!6C1'B~A' ' L 1 A ~ ? e /1MIF!Ot6ellf/~ 8^.,L~ Ra . .
3 ~ /CCJ 8 1 8 ry ,rte ' t r...,.....m... _ . 08Y ti633a&3~1i 6`1~ ,

4 _ s ~ ` t j
o, &$t$1P4L8 AT Pp1~Rr68'Y i,>3 rt$11~E PAYE ~ rv3= ~
;~±s<,~~~11~ ~ ta~'~/E~wiWt~ RTREET CEitTIFlCATE ~E.R.l3E-IQ2.69 ra
~~j°" e1Y~~ ARe 1.~4a,, Acv c ~ . i~ ~ ~ YqE BTRtlTB PLAB BATEC A8 ~ . ' -4 w 'fit f S _l !tom
fil$44$ I8 #0!.IM13 ii$61.Itp1 O'~H311CI8E $c ~Ul61C BTWEETBv H94LVEWe TIttY AW8 M9YA9't BYREET8 ~ J~ a
I ' $ 8 IRfi ~ ®,8.l80.108.`.
- 'fir Y'R ? ~ ~ r ~ I?~~ !N ty ~F$8t9'S~84D ~ T lill$iCA' 6AT qqppy~ d ~b y \a,] 1 ,~1~11~ ,^1Y +I,U11 ..Pa~~ fJ µ.J,'n5 3~ tt
{ R DT lTN/N N
tAr fid!r~.~.8a $ •4 E8 $ 1 mom, au r,
FI glEPAR't~ri~1~T ° ~v N®R7'~ CaROLl1~lAe DAR£ COiJ ,
9AQ~7i'~ ~AT~D~ Dom, EE~A'+ AR N 8Y C[RTF#Y TEIAT THE ED IN TNIO MAR 1 BRE e
~19!~~ $],.68~ 8ED~6 THE 81t8DIV181ON E11TIT6ED Af</N1$T f6. 4T`4AdE® bl[ET TitE FOR[GO1N0 C[RTIPBCAT[8 OF a TES fl 's,~ElA. p/ ~10~16t1E1~ AR AN IpD1Y1O11AL B 4 THE RW,OISBRR a
~ 0 • BswAOK ol®?08 ~ A ~ Y ® ~ R[O1sT[RCO tANt/ suRY[YOR ANO ' ;moo 2i~ffi~ fiE~#A "°0 !d I1fr CtWOiNANCE< QV T11$ ~ NEALTN.
~ 8 A NOTARY PUOL6C OF MECIp.[N8UR8 COUNTY, BTAT[ OF Y6 1~IA, T~ T ~ ~ t dy~lrgg EST6'LY ~ q ~ ORA
i301L 90 AR[ C[RTIPI[il TO 8[ C.ORR[CT, PR[BRNT[O FOB R[O8iT1AATI 0 ~ u ~
' OAY O~ 191~AT ~aCL~CR, dm s 8& r~CO 4T . «'IDBlli1•.' ~ .~.1 ~ i T1/18 TN[
d A~ 4 $ Ap $ ,pq8 }1 I OIIAW Kill OLdiL ~ 0.9, AND R[CORD[D IN TN18 OFFIC[ IN MAP A14
p8'8tt. AT PAO[ ~ .
A.,.4. 849.3°x% ~ ~4 8 ~4Y tlAYOW- R[~IBTCR OR D[[
fj i
J
eY Ao8i8TANT RssItTER [ gas
~C~~QQ~ 9
.~~aa, {,4 M18 M w48 I ~ ,e NOTARY BY86.IC ;rpa°&AF ~fi ~i s ~~'7.''Ri+r~~Y~dar"1 '~..:94a 419 A$."~d~M6. ~iAY~'"'~ pl 8rtlt ~e A9~ia1~.._'~~:D~~$ ~ ifl IAy li® NEAB6Y C[NTMY TNAT1?y,~~
rr~mWl~:mF`~'ffiv&re, 8".83 #'w;'.~ $>RA?fiWR ~ ~ ®A C~^~8+ 11~l~,L"#BAIkT# $i::. - 91t~!$it'B~~i LANO 818RY[YOR~ !e[118ONALI.Y A1~IISAR[D +sN$++,4ib 4 'o44"i&4 T 0MI( •E~O~4 T~18 .'tS A [fa THE s [4'UT/01$ OR
*e .r aW 8' Wlb;1:i1 411?A M Ord tl$!/ i t 1 fiAT[ ~ , e: ^,,~!^~s . ~ .a saeMtlE Ci:BTI ~ e 4C'e a4 0aa48~b 4eQ1~! t P 'OS4T tl/ 8eCT1OR Z. }
q~i:$ lwe,?",r8`$S a ~ AlP6P4R'IM~ r 46, At C!~ ! Iwt ~ ! ' ~ ?x+~s:r a~~1t '8i#~ er4 pm~!IBAabs 985 aE" ' $ 188~+M b?,r8, f? ~
,x~tam` A8~^.~U., #dtcnd'aM~!.~ 0~:~ as ~ dot aas11 8['ll ~tv s's'1Ae?a /48 t.`~11 1:.%~Ir=e~ s> • . 9. ' Y
_ _ ~0 A c;@ 11C~.~. PUBLIC `r~ Y~ 4 `z
}
_ ° ~ F.#"7&r~'46 t'm Aa4ln ~Stic+>b'8`i?~YA - S 3J
.a 5 I
' ~~n ~T ~ ~ ~l SO 0 A •
.Y FMS
- ~s ~ u~rsD ~~~t~c~R~ Ct~A~IE CITY, VI t
PI t ?f0. 4b°r99t17 OA'PE CRAwPt - AiTI@4 C DsQAWN! - Ai'Bti. 1. 1977
......,..w„..,wi++1F~ mr,,,aK.~.,. ~r~.,... w..~...,..- ~„~,::.~:~rna,.+~~M~:wn~wamu aaad4tae.wr

*'Sb .q , _ - _,i _ - a i rte{, - _ v~ _ Y36i~` '-'mot
rr - r r,x.,.;,, ~ ~ _ .
_ ~I , ~ ,
i M~m
_ 'S' F t ~ h y~ _ ~ ~ ..q <r N, 'iE.:_ x'61 - ~
i.
; y-M~~.}S"eve. ~ , } _ ' < ~ S~ 1
~ a: x~',.y,~, _ : _ r ~ Y~ r
s~, t ~ „ M ~f.. ~p4 via ~ v"
S' <'i _ , ~ a~":r3, _,y ,
8, _ - . t k . ,L,, t 1 y
~ 1~
~y~ _ f
S .r . y 4 G
. s 1
_ r ~ . ' _ , P
~
~ ~ , , _ ~.k , 5 k
. ' ~ , z' i 4.
PHI
~d i
~ ~ ' ~ ` ;
i~ ` .
- ~ ,e. u;., , ; . is , , JA
C.
r . , _
c' ~ bd f.. ~ ~j
# .".,8 t;3
' f P y Y.
r~ ' t , -
- • 1
C .o T64E U~d?~'~SiG~dk Q~'~ ,
s` _ E60~E'R. A~ o . V y ~ C6~D1T f .iiE APPROYA6 OP a~ev~o~ra~ OE . . 4 , ~aa ~I.~Y ~ E~~I~~~O
` L g7 CAYElIAidTg AAlb A ~ "AAA` RE, 't T?g~ SilE l1ES oE~~~~ ~a•a~: eTa r~
. o B IONS gt$ iORTbi IN ~t;l ~ OAT; e ~ FORT1d 1N SEG 10-28. Ir CoN OL
e .r ktLCS TO>xd ORDPNAtdCE, A9 I~EMbEO a A S1'REEr~' t0 gt~~~r ~ t FO A!®ENi o
. ~LRCE C6.~~ A~ 0 ®i t • °s tAD Ia C4 At;TED
t~40T~ DP T~cTp. t 0 (~ffip ~E'~T ~
~o I#Ta OP TAT. P e . t#E #E , ®.E see
6~D? ~ ~ • • ~6~Ti~ P TIdERE ~ a.~.N J
TI T~ ~ r., A E$ ~E~A AR EItTEYS tt T Da Flm TNtg SU®iDoviSIDN ARE DEDICATED TO
ffi~~~~ SAYE ~ ~~A~TE r~•, , o Ism ~ tb a~ ~~6 8bf YlE ~Li~ ~ IN E Elt`L OE ERE EDIGATEO TO PUSLOC USE. oA tqp. rWfR
ti 16lTr Oi tNE ADJACEa7 P~ ~ r~A~ r~ a~T ~ ~ ~ ~ I T a E LE; ~ RT iJP T T iT THE A6EfE0 TSNg, 0 otE STAROAR00 OE T?IE R C DEPARTIIIENT t It ADJACENT PMKRTY OiYNERS unrl . TDWY
~ ~kE r~tLt t~&~L~ eB.A DARE RT1i aOYtR ®UtATI®Na A N ~ ~Cg TES T T~ t/EtdT All PAaaA~E C. O. 1 DEPARTMENT OF TRAM TATI(M ®}pf4
- r • a a® +ots TItE TIC ~ ~'~Is Q13 N[ ARE C P ~ ; its. 186-108.09 g
0~ LIE 1S9Tt4. ~ ~ ~ ERA & ~'~B ` EE ~S E Y " • fi
e
TD qA ' ®EEA 0 ~ Y T8lA4 t L®T9 Kn.
T3~ Tf![ SUI ~ i t OF THE SUp01VISION ENT ITi f r)
. IgEfT TMF REQkeREItENrS Ag TO M YE'~.c L~ - Ada ~ AL srszElw AaD cg EftrS AS TO olpal eIUM AREA Fop A#?
~ qE3 _ . ~ AL TEA suPPlx 9 ` .fig ~ Tl~ ~ AB?6E OP TpE' TER SU9 V IIYSTEU/ AS vlr*o
OA41E COilMTY iOARD t~ MEAITp Ilt6Ta ARE 1 ~ , 6S OPOfR {bRAlNAAF A 'w MOTS ARE FVALU1ATE® $EpA*&TELl
~,L MD ~ POROA+tT6 , a Ott ~~.~TT~ 6 ~ ~ P
` a~~ ` ~ ~ ~a ~ , * _
T'PER E ~ TA R y .r SEE TA R
I~9 ~0.
. k _ 9 ~
~ QAR 0 T C ~ ,~..,d TRAT emr BtiN atlC ~ . ~ - "Mm Ale vtwlm Irl" op kJAS
aR•`be5 we T~ ERROR OF 4i6:~~E a ifIRT A., ` TAWS t E< ALA. ~ ~ ~ (W Vlw~ 48 C+AU, ULATE'0 10 WFTUM
~ ~ t+47 ~e ES 8ffi A~ ; V'!E£ !Oi!!R!A'~S g . f S YEp ARE womm As wRogE1d k
Brag®~ ~ SERE ~ ffiM (lA! rMp IlEt1P T~14T 4Rfb 1RAP P ~ ~~6~'~ Its MAP PL.MRW a, accopo
~i
R ~ ~ ~ ® TRai oar Df d , n1
' ~ ~'~t~a, ,NItD , a ~~p~ ~ T~~ ~ ~a
To ~P SttDEg _ + ; ~ - T OMT ~ . e ~ R:ettr,
~~,ti d~ 0:9ila ef, 0
1.. a ~°+®i®Qa~ ~
rh~t~ iC Ot39'F~ p~
j~C ~ y • .r'
s~+~ APPROYED~ TORN Ol R~L 0
i~ M
4E~Y: D RIdY R , ak
. NOVEWSi1SER l91g BdtTE s~ ~
s rrcT€D ~ 1 i O~Ui~LE and Ui LE and ASSOCIATES, 'NC,
- ~ _ COe1~1Z4s~ E~?Bt AA.TMG EIMW-._EFig and L A N C SeSRVEyopS
_ ~ a 8 ®loyr twArr~~ra -a~,d vla~` e~aP; DATE
w:. ems taYt, ro Al CsTt, 1C$ fl r2AGS far;. r4 C
«.c c lS Se4£E Y$

. . ,o. wM,. _ , ;
. ~ , a„ w _
~_v ~r~ 4 `~~96 3C~ a?~ ~ "
a _ !e• _ r-.. N, i _
s~ .
~1}i. lC• ~1~@~ ' ~ _ _ t
, . i.i~D' t, ~i:4YtYG A S"R31 - _ r-
R1viY R~03 6dtgY8 -30"&~ 9F bffiD `3 l SOT Y9
f 0
, c ; s
!*F'~~' r~ ~'vb'""rt~01" V ~ t"N Q.a~nq ¢ t
~ ~ ~ 5 ~
4rg.` ~ ~ ~ ~ ,h a ..f.~?` a~G.9Y` ~
. a
_ T$~D. It y~
T~'. s ~ a ~ i, ~ _ ~a f ~ -
. ti - _ ~ ~ _ _ -
~ ~ . , a t, A` ,
_ :fie _ t~~ ~ _
o ; ,t'Z~ 1 , . ~ ~
~ ~ ~
q ° - A . _ 6 . i'. pg m
~~_t `111;
~ - ~ , ~ ~ ~
~ ~ ~ - ~ .r,~oa ~ y .,-a, tx ~ F ~ , ~
' ~ ~ P i~4Y:~~ J"""q`.,:.~ ~ w ~ ~d ~ . ~ , t' a '0{ ;4'~,~ o
a
d a ~ ~ Tp~~ ~ a,, ~ e ~ f . ~ t z 0 ~ ~ ~ ~ ~ ~ ~ ! F ; e~ , rid ~ m ~ w : NA
s ~ ~ ~ ~
9~T" a , ~ f BOA.~" • . 8+3.Aia`~ ,may ~ v~ _ 4~A.b 6 • ' i"
r.~ . m e-, 4 _ ~ ~ t , First Fd~ ~l
' ~ ~ ~ ~ ~ ~ , . 9 ~ ~ Develo ors In
~ h~ ~ 0. Bk. 266, P. 261 °
_ ~ asp ~s.&~a - 1r~, G 1,
0 ~ ~ ~ ~1~ r.
. , Dt~~
a / ~ DDB, r~ ~ fOR FUTUR ~ DEVfIOPraENT ® ~ r ~
~ r
' ~ 0 ° ~ i3 tl ~ ~ ~ 151$ ° ~ ~®5 D~ ~E ~~m ~ ~,A
~9 ~ ,B1t,P®4.841 6~, rg eF Oa ~ ~ . ~ .
E~.~' .a.u gip. 3~19,,p0~~q, ~ 4a ~ ate. ~ ~ ~ r - _ _ - u ~5~~ ~ -
~ t ~ ~F ~1~3~ ~ DD6.®2 4186.00° ~ ~ ~ d~
i m
® ~ 6P,Obp.TSD - a0.~ c ~ ~ ° Drbs a0oa sa°,~~:®o ~ s 0;5 ~ e ® ~ 1661.®0.. ~ ' e
s ~ se s lJaa ~ ~ $ s o
t` aI.TA' ' 00.90° . 461.680°` 9 , . ~
- ~Ss ei.sa' ~b - rE ~ J

a tPJS ®®.640 , tA° ®e A. ' ~ .e .m o - - A6DA0 tt0'® 0' YO' S0' _ ~ @. m...4 4
1 ~ 0 ~ tom. la0@-..m ~ ~ - - D, ~ _ _ ~ _ _ e - - - _ _ _ _ - - ~
a _ ~ ' ~ 5'on e ~ y~ ~ p J .y A ` 11 , p ` ~ t ~~~BBB VV~~ ~ 6181 e i ®p ~ ~ ~0 'Y ® Y I.)q
8 61 ®@ • at ~ ®i 8.®2' 60 p' 58.00' ?6.8J Is
A' b ~ s ~ ...231 1t1,50D.Y0o 4a0,4Ta.001 i4H,Ot2.s12i l4,OTQ,AOi 6b,lT1I.~Oa 1pby0.bgr f~4189.A0D i~®1'A,AOD t6~A7A.101 ~ t• ~ 0 4$
_ 0.00' 00,09° • ~ + ~ODA:dA ~ ®0 a I 0• 64 " .t, b0.610 AO.Q61 9 ~ • a ~ qa
4 I IR56DO.AAD t 0, .598 IT .007 ® P" a
,
® ~ ,b '-'f t. C05 4T taaoP@ uas ~aT a r o DeltO r itCTtO«: anv@ a aA9iu5 0? to' o n
_ ~ ` ~ / a ,.ov a~,I oa coat@r a~ m.~. ~ s"aaTaa. r r 2B° 30 03" 313.7- - . ~ ,
309 r:0t3 rlS.eG' ~ a r~~ m~~
r:'~O ~ " r. , 5• t1i6+IR^S I9 ®Aa@9tll@gr® t I Ig0{CATE lG irk 1 \ J t 03 94 873,2!43 ~OG.O~i DBB.f3' s 5A. mT, e
® i
3 19~ ~ • o. tat @5 atAaTO-ot:-wDV 28 r8 437.1349 73.00 r aa9 rev ~ a .8S'
• , 9aA4 Bo , tIdCTRtt Mb TtLtP110 a"x- ~ ' 9 7S.Qfl 44a,yy` 991 ~reav au a a~aa Ta@arro, ~,oroD, a /
® ~ . » os Tw@ Toro. ar 4
ii 94 O! 14.1.9079 190.00' 28 araroa, ~ ~u 1;.
TO TOtr sto@ Uar Ot rbcq tOT ROb Is' . r 198.0107 tao oo' r cd/T a To au ~ .
l04 lacr5 Aa0 ETAEtT {?~?r
201°33'43" TY r,® tn0o Oaxavro u~ 0~ TaY eOnvE s:•?: 4 t 3.4 79. r46.3!' ar0{FT3-0?- i1T. r`' tS"'
° 9 1 Ea T ~ ~Q~OQQ Q~' , , t3a5 0 Or ®lAC$9 .AT All t.OT WROti~II. r 200.00
28x.32 ~ i.
Q , 0 rACq t0T i;WS ~ Mik!!9 OR T,S~ ,,q ~ 33 oe'93 488.2 ~ X96 roo.oo' 197 a?' f••.
T ell TS nor A i ® , ~afa9ala; a40etT 0®. 'x 8tY b®' a ~ > wtsTre or 50.x'. 8 it;9.~7b23 100 p0' 180 ?8' ~

m - t5 0C 00 379.7E77' 90.00` 99 ~3'
ERBV. AdIOUS'f I8, Gov M E 8ER 3, 1978
r" 100'
I£~: O B O i 0 7 7
100` 50' 0 Ipp' _ ~ 111 iRll 1\It O~at16 lil€, Iql
RES ~ GIiAi>H!C SCdiE .
~ ' , V ,,1 A l • ' \ ~I~
~ ~ t.,cf