HomeMy WebLinkAbout20090116 Ver 1_Application_20090206?Ty NAA7£v?
y 6 y-
STATE OF NORTH CAROLINA
FB o ?'??
-.4 ? , 9 ?02
goo
%"t%"
DEPARTMENT OF TRANSPORTATION M'' ` )-
Nt?
BEVERLY EAVES PERDUE EUGENE A CONTT 7R
GOVERNOR SECRETARY
February 2, 2009
Mr David Baker, NCDOT Regulatory Project Manager
U S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-2714 ® V
n011Subject Nationwide 14 Permit Application
SR 1500 Holliday Road
Transylvania County
State Project No. 14C.088023 (DWO Minor Permit Fee $240)
Dear Mr. Baker.
The North Carolina Department of Transportation (NCDOT) is proposing to widen,
grade, drain and pave SR 1500, Holliday Road, in Transylvania County to a standard
18-foot roadway Holliday Road is a secondary gravel road, which conveys local traffic
The project will require the replacement of one culvert The proposed improvements of
SR 1500 have been identified as necessary maintenance and safety improvements
Funds have been allocated for this project, and NCDOT would like to perform these
activities sometime during the 2009 paving season
I am sending a straight-line diagram with the proposed erosion control and construction
limits along this project In addition, I am sending a typical section of the road, cross
sections, drawings for pipe culvert replacements as well as a marked county map and
USGS quad map
The North Carolina Natural Heritage Database was checked for records of threatened
and endangered species There are no records of threatened or endangered species
for the unnamed tributary of Bryson Creek Additionally, there are no records for the
entire Bryson Creek watershed. However, there are records for the bog turtle
(Glyptemys muhlenbergii) within one mile of the site along an adjacent drainage, Blythe
Mill Creek The unnamed tributary is small (2-feet in width) at Holliday Road and does
not have bogs or wetlands associated with the culvert crossing The road is mostly
r 3 t'..?a "` 1 v1Y?ntp `i ^c i % A t?{?v?., ,tk? z {+yr1 'U?'vtnj 7l i},+j, ?YT' r`?.r`'Af° h ifY {yam b i(? s+++ W"' #t, ?'¢ i d
k
Rx as R k ?r ?. Po'urteenth Dtvls:on; QfJice?'„<r a?, nA y s ` mh a? s =w+
on'., ?'ir ;,, ';d "''
along upland areas There is one section of road that is adjacent to a pasture and
Bryson Creek. The pasture is characterized by grasses and Juncus sp ; however, this
area is not a jurisdictional wetland and is not characteristic of bog turtle habitat The
impacts from a single culvert replacement will be minimal For these reasons, we
believe there will be "no effect" on threatened or endangered species
The best management practices will be used to minimize and control erosion and
sedimentation on this project Water will be pumped around the work area to minimize
sedimentation from the pipe trench The construction foreman will review all control
measures during installation to ensure erosion and sedimentation is effectively
controlled If the planned devices are not functioning as intended, they will be replaced
immediately with better devices The erosion and sedimentation control devices will be
in place prior to pipe culvert removal and remain in place until the new pipe is in place
Impacts to Waters of the United States
The unnamed tributary to Bryson Creek is not shown on the USGS topographic map
The stream is approximately two feet in width with a well-defined channel composed of
sand and gravel substrate. The channel lacks vegetation below the culvert outlet. The
unnamed tributary flows approximately 650 feet to Bryson Creek. Bryson Creek flows
approximately 0 9 miles to the French Broad River. The French Broad River meets the
definition of a Traditional Navigable Water For these reasons, we believe the
unnamed tributary is a Relatively Permanent Water and is under the jurisdiction of the
U.S Army Corps of Engineers. In order to replace this culvert, it will be necessary to
impact waters of the United States in the French Broad River Bann Specifically,
NCDOT is requesting to replace and extend one metal culvert in an unnamed tributary
to Bryson Creek (DWQ Class: C), which is considered cool water habitat. Listed below
is a summary of the proposed impacts
Site
No. Existing Condition Proposed Condition Net Impacts
tation
Site 1 30'x 36" CIVIP 50'x 36" CMP 20'
Site 1A Free Flowing Channel Temporary Flow Diversion 75'
Total Impact 20 linear feet
Permits Requested
NCDOT is hereby requesting authorization under Section 404 of the Clean Water Act
for the construction project outlined above. By copy of this letter, I am asking Mr David
McHenry, Mountain Region Coordinator, of the North Carolina Wildlife Resources
Commission (NCWRC) to comment directly to you concerning the 404 Nationwide
Permit request
I am also requesting authorization under Section 401 of the Clean Water Act from the
North Carolina Department of Environment and Natural Resources (DENR), Division of
Water Quality (DWQ) In addition, I am asking Mr McHenry and Mr Ed Ingle,
Roadside Environmental Field Operations Engineer (NCDOT), to comment directly to
me concerning this permit request
If you have any questions or need additional information, please contact me at (828)
891-7911 or Lon Jones at (828) 891-7911
Sincerely, n?
L
Mark T. Gibbs, P.E
District Engineer
Enclosures
cc Mr Brian Wrenn, DWQ, DENR, Raleigh (4 copies)
Mr. David McHenry, Mountain Region Coordinator, NCWRC
Mr Mike Parker, DWQ, Asheville
Mr Troy Wilson, Biologist, U.S Fish and Wildlife Service, Asheville
Mr J B Setzer, P.E , Division Engineer, NCDOT
Mr Mark Davis, Division Environmental Officer
Mr E L. Ingle, Roadside Environmental Field Operations Engineer, NCDOT
Ms Lon M Jones, P.E, Transylvania County Maintenance Engineer, NCDOT
File ,
fYi2 f
r.'r
1
QG
® j
J
0
OF WATZc?9
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
SR 1500 Holliday Road
Transylvania County
NCDOT Division 14
oaoF w A r?.q
Q Y
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a Type(s) of approval sought from the
Corps ® Section 404 Permit ? Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 14 or General Permit (GP) number
1 c Has the NW P or GP number been verf ied by the Corps? ? Yes ®No
1d Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification - Regular, ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1e Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification
? Yes ® No For the record only for Corps Permit
? Yes ® No
If Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program Z yes ? No
l g is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below ? Yes ® No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a Name of project SR 1500 Holliday Road
2b County Transylvania
2c Nearest municipality /town Pisgah Forest
2d Subdivision name NIA
2e NCDOT only, T I P or state
project no 14C 088023
3. Owner Information
3a Name(s) on Recorded Deed North Carolina Department of Transportation
3b Deed Book and Page No N/A
3c Responsible Party (for LLC if
applicable) N/A
3d Street address N/A
3e City, state, zip N/A
3f Telephone no N/A
3g Fax no N/A
3h Email address N/A
Page 1 of 10
PCN Form - Version 13 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a Applicant is ? Agent ® Other, specify District Engineer
4b Name Mark T Gibbs
4c Business name
(d applicable) North Carolina Department of Transportation
4d Street address 4142 Haywood Road
4e City, state, zip Mills River, NC 28759
0 Telephone no 828-891-7911
4g Fax no 828-891-5026
4h Email address mgibbs c@ncdot gov
5. Agent/Consultant Information (if applicable)
5a Name N/A
5b Business name
(if applicable) N/A
5c Street address N/A
5d City, state, zip N/A
5e Telephone no N/A
5f Fax no N/A
5g Email address N/A
Page 2 of 10
l'
B. Project Information and Prior Project History
1. Property identification
1a Property identification no (tax PIN or parcel ID) N/A
1 b Site coordinates (in decimal degrees) Latitude 35 3068 Longitude - 82 6303
I c Property size N/A acres
2. Surface Waters
2a Name of nearest body of water (stream, river, etc ) to
proposed project Unnamed Tnbutary of Bryson Creek
2b Water Quality Classification of nearest receiving water C
2c River basin French Broad
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Rural Landscape is a mixture of forest and pasture with single family residences
3b List the total estimated acreage of all existing wetlands on the property
N/A
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
N/A
3d Explain the purpose of the proposed project
To upgrade the existing gravel road to current NCDOT secondary road standards
3e Describe the overall project in detail, including the type of equipment to be used
Widen, grade, drain and pave the gravel road Track hoes, dump trucks, bulldozers, water pumps, diversion pipe, various
hand tools will be used to accomplish the work
4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments N/A
? Yes ® No ? Unknown
4b If the Corps made the jurisdictional determination, what type
of determination was made? ? preliminary ? Final
4c If yes, who delineated the jurisdictional areas?
Name (if known) N/A Agency/Consultant Company N/A
Other N/A
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
N/A
5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ® No ? Unknown
5b If yes, explain in detail according to "help file" instructions
N/A
6. Future Project Plans
6a is this a phased project? ? Yes ® No
6b If yes, explain
N/A
Page 3 of 10
PCN Form - Version 13 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a 2b 2c 2d 2e 2f
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W l ? P ? T NIA N/A ? Yes
? No ? Corps
? DWQ N/A
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? POT ? Yes
? No ? Corps
? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? PEI T ? Yes ? Corps
?No ?DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h Comments N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sties impacted
3a 3b 3c 3d 3e 3f 3g
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Culvert Unnamed Tributary
Bryson Ck ? PER
®INT ® Corps
® DWQ 2 20
S2 ? P ®T Flow Diversion Unnamed Tributary
Bryson Ck ? PER
® INT ® Corps
® DWQ 2 75
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h Total stream and tributary impacts 20
31 Comments Total Temporary Impact for Impervious Dikes and Flow Diversion is 75 feet
Page 4 of 10
PCN Form - Version 13 December 10, 2008 Version
!/
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then individual) list all open water impacts below
4a 4b 4c 4d 4e
Open water Name of
impact number- waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (d applicable)
Temporary T
01 ? P ? T N/A N/A WA N/A
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g Comments N/A
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below
5a 5b 5c 5d 5e
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
5f. Total
5g Comments N/A
5h Is a dam high hazard permit required
? Yes ? No If yes, permit ID no N/A
51 Expected pond surface area (acres) N/A
5j Size of pond watershed (acres) N/A
5k Method of construction N/A
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below if an impacts require mdi ation, then you MUST fill out Section D of this form
6a
? Neuse ?Tai--Pamlico ? Other
Project is in which protected basin N/A ? Catawba ? Randleman
6b 6c 6d 6e 6f 6g
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T impact required?
BI ? P ? T N/A N/A 0 Nos N/A N/A
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h Total buffer impacts
61 Comments N/A
Page 5 of 10
1/
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The culvert is being extended only to the length needed to bring this road up to current secondary road standards
Headwalls will be installed to limit the need for additional culvert length
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
An impervious dike will be installed in the channel to minimize the water flowing into the work area at culvert installation
site Water will be diverted around the site during pipe installation to limit downstream habitat and water quality
degradation Appropriate BMPs according to the approved erosion and sedimentation control plan will be installed prior
to culvert installation
2. Compensatory Mitigation for Impacts to Waters of the U S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the US or Waters of the State? ® Yes ? No
2b If yes, mitigation is required by (check all that apply) ® DWQ ® Corps
2c
If yes, which mitigation option will be used for this
protects ? Mitigation bank
®Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a Name of Mitigation Bank N/A
3b Credits Purchased (attach receipt and letter) Type N/A Quantity N/A
3c Comments
4. Complete if Making a Payment to in-lieu Fee Program
4a Approval letter from in=lieu fee program is attached ? Yes
4b Stream mitigation requested linear feet
4c If using stream mitigation, stream temperature ? warm ® cool ?cold
4d Buffer mitigation requested (DWQ only) N/A square feet
4e Riparian wetland mitigation requested N/A acres
4f Non-riparian wetland mitigation requested N/A acres
4g Coastal (tidal) wetland mitigation requested N/A acres
4h Comments N/A
5. Complete if Using a Pennittee Responsible Mitigation Plan
5a If using a perimttee responsible mitigation plan, provide a description of the proposed mitigation plan
N/A
Page 6 of 10
PCN Form - Version 13 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires ? Yes ® No
buffer mitigation
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
6c 6d 6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 N/A N/A 3 (2 for Catawba) N/A
Zone 2 15
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g, payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund)
NIA
6h Comments N/A
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la Does the project include or is R adjacent to protected riparian buffers identified
' ? Yes ® No
?
within one of the NC Riparian Buffer Protection Rules
1b If yes, then is a diffuse flow plan included? If no, explain why
? Yes ? No
Comments N/A
2. Stormwater Management Plan
2a What is the overall percent imperviousness of this project? N/A %
2b Does this project require a Stormwater Management Plan ? Yes ® No
2c If this project DOES NOT require a Stormwater Management Plan, explain why Project is Covered by Individual NPDES
Permit NCS000250
2d If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan
N/A
? Certified Local Government
2e Who will be responsible for the review of the Stormwater Management Plan ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local governments jurisdiction is this project? N/A
? Phase II
3b Which of the following locally-implemented stormwater management programs ? NSW
USMP
?
apply (check all that apply) ? Water Supply Watershed
? Other
3c Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HOW
4a Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply) ? Session Law 2006-246
? Other
4b Has the approved Stormwater Management Plan with proof of approval been ? yes ? No
attached
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 8 of 10
PCN Form - Version 13 December 10, 2008 Version
F. Supplementary Information
1 Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1b If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requiremerrts of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c if you answered "yee to the above, has the document review been finalized by the
State Clearing House? (if so, attach a copy of the NEPA or SEPA final approval
? Yes ? No
letter )
Comments N/A
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after-the-fact permit application ? Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s) N/A
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above`, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
This is a rural secondary gravel road The road is being upgraded to minimal secondary road standards and being
paved Development patterns are not anticipated to change significantly
4. Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
? Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
? Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Database
Page 9 of 10
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat'? ? Yes ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The Project is in the Blue Ridge Geographic Province, therefore, there is no marine or estuarine habitat
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation Yes ® No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
This secondary road project will be screened by archaeologists with the NC Department of Transportation and the
findings approved by the State Historical Office
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA-designated 100-year floodplain ? Yes ® No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination NC Floodplain Mapping Program
Mark T Gibbs
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature Is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
N.C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SECONDARY ROAD SURVEY
SUBJECT:' SR 1500 Holliday Road
LOCATION: Begin at the intersection of SR 1501 and SR 1500 and continue in an
easterly direction for a total distance of 6,000 feet to the end of project at the Henderson
County Line
WORK TYPE: Grade, Drain, Base, Pave & Erosion Control
WORK ORDER: 140.088023 PRIORITY:
COUNTY: Transylvania TOWNSHIP: Boyd
DATE: 12/12/08 SCALE: 1 '=50'
Current ADT Bracket 0-360 Design ADT Bracket 0-600
Water: Class Q Bryson Creek
NOTES: 50' R/W EC PREPARED BY: BA
w
CENTERLINE
1AI A7
SHOULDER I ASPRALT PAVEMENT I SHOULDER I I
'
? DITCH
I I
MAX SLOPE
.0
FILL 1w 1
CUT 11
f
4%
Fj?
4
Fence
Silt Check Type B
Slit Basin Type B
PO BOX ODSON. gA83ES L & ADRIANNE C 2'x3'xe' w/ Taffle
D
PISGAH FOREST. NC 28768-0583 Silt Basin e
9518-T6-0495-000 2ix3'x8' w/ flg?
Deed Book:57 Deed Poge:113 Sit Basin vu B
4%
5%
FE
5%
T
Blantyre Church Road
O
MARBOWILLIS GRADING INC
PO 460
PENROSE. NC 28766
9518-76-1672-000
Deed Book: 204 Deed Page: 272
Silt Check Type B
2'x3'x8' w/ fl
Replace 10' 8'
With 15'x 18 HD
Crass_E o ?
S(It Check T A.
Existing 24'x40?CW'-
Existing 6 x O' HOPE` F
Ouiet Haven Rd
(Private)
2+00 Silt Check Type A
Slit Basin Type B
2'x3'x6' w/boffle
Slit Basin Type B
2'x3'x6' w/boffle
O Slit Check Type B
2RHOLIDAYYACRLL ESM BENJAMIN R
HORSE SHO.NC 28742
9518-76-125 -000
Deed Book:123 Deed Poge:258
Silt Check Type B
Silt Check Type B
Replace 20' x
With 20' x 15'
Prolect 0+00
+
i
i
?I
?l?
323
0+00
SR1500 Page I
a?
LL
h
100' ESA
2' Stream
x036' CMP MP
Jg
26
MILLS JAMES M JR & MICHELE L
HORSELSHOE.NC 2BT42
9518-76-3464-000
Deed Book: 57 Deed Pcger 112
Each TSF should have an opening
at the lowest point. with a wattle
placed at the opening to allow
,drainage water to pass through.
LL
N
t-
0+00
SRI501
fi 104
4% r
r
r
r
r
r.
I
Slit Check,Type B
?Ve
I
Propose 20' x 15 HDPE
10
i8
1
r
r
I
r
Silt Check Type B 11
1
4% ? r
CREST y r
r
I
r
4% r
Silt Check Type B 1 0
?I
o
PO GBOX AN.6031AM LAMAR JR & MARY I
ZIRCONIA. NC 28T90-0603 I
9518-76-2973-000 I
Ueed Book: Deed Poge: 41
Silt Check Type B
Fence I
(0
191
Slit Check Type B
lsk-
FL
? lei ••
Weth 45' x515' HOPE P rQ
i? 1 I
O Silt Check Type B
3
MARK WILLIS GRADING INC
PO BOX 460
9518R076 02-000 6
Deed Book:204 Deed Poge:2T2
Fence
4% Silt Check Type B
.I-
it
p0
5+
4 r SR1500 Page 2
I
r ?
r ?
r
r N
r
41 I Fence
r
r
r
r
r
I
r
I U.
91
I
t
I
I
I
I
I
r
r
Each TSF should have an openin
I at the lowest point. with o watyle
r placed at the opening to allow
r drainage water to pass through.
I
81
q
40
O GAN. WILLIAM LAMAR JR & MARY
PO BOX 603
ZIRCONIA NC 28790-0603
9$-TG-W 3-000
D'e'ed Book: Deed Page:
41
7I
01 41
Fence
6+19
5
0
LL
N
1-
26
MILLS JAMESRD JR & MICHELE L
40 HLIDAY HORSES SHOE. NC 2ST42
9518-T6-3464-000
Deed Book:57 Deed Page:112
2%
FE
2%
4%
O
GRII A S? DREAuMR LN III& VIRGINIA B
TI D
HENDERSONVILLE NC 28T39
9518-67-8208-060
Deed Book: 305 Deed Page: 448
19+15
Silt Basin Type B
2'x3'x8' w/boffIs
Silt Check Type Al
Replace 30'x 18' CMP
With 40'x 18' HM
Silt Check Type A
Silt Basin Type B
2'x3'x6' w/baffle
Silt Basin Type B
2'x3'x6' w/boffle
Ib+ t
?IC
I
18fl0
i
i
I II
t
I
t
I
f I
I
t
I
l
I
t
I
t
O Silt Check Type B
MORGAN' WILLIAM LAMAR JR & MARY
PO BOX 603
ZIRCONIA. NC 2BT90-0603
9518-76-2973-000
Deed Book= Deed Page:
Silt Check Type B
4%
4%
i
n,
I
I
I
I
I
Propose 40' x 18' HDPE f
Silt Check Type A I
Silt Basin Type B
2'x3'x8' w/boffle f
Slit Basin Type B 1
2'x3'x8' w/boffle] t
® S
Silt Check Type B
SR1500 Page 3
i
25
in
260 ANNIEOBELL LN& CHERYL
U. HORS) SHOE NC 28742
9518- 7-8165-000
Fence Deed Book: 5 Deed Page-583
14+15 FL
Arlnte Bell Ln,
_ (Private)
Fence
O
MORGAN. WILLIAM LAMAR JR & MARY
PO BOX 603
ZIRCONIA NC 28T90-0603
9518-76-? 973-000
Deed Book: Deed Page:
Each TSF should have an openin
of the lowest point. with a wattle
placed at the opening to allow
drainage water to pass through.
LL
N
F-
4%
Z
Silt Check Type B
114
10+00
Fence
Slit Check Type A
Silt Basin Type B
2'x3'x8' w/boffle
3%
t
2%
,IIT nasin i ype is
2'x31x6' w/baffle
Silt Check Type A
Witt 9 X JW I"EM
Wells Form View
(Private)
Propose 40'x 18' HDPE
Q
7RENT.HOUSTON & GLENNA S
20 BLANTYRE HILLS
HORS SHOE. NC 28742
9518-67-5411-000
Deed Book: 240 Deed Poge:550
Slit Check Type B
SR1500 Page 4
1 a 24
' C OGARbYLE G SHTAL
45 HOOD HILL
PISGAH FOREST NC 28768
9518-68-6867-x00
f 1 TA Deed Book:458 Deed Pape:522
1 11
?loz
1
19+25
Fence
F,
25
SEARCY RONALD S & CHERYL
26p ANNIE BELL LN
HORSE SHOE.NC 28742
9518-67-8165-000
Deed Book:5 Deed Page: 583
Each 7SF should have an openin
at the lowest point, with a wattle
placed at the opening to allow
drainage water to pass through.
2y
2%
Silt Basin Type B
2'x3'x6' w/baffle
Silt Check Type A
Power Pole
With Meters
11
t?
Si
Re lace 30' x 18' CMP
W,Th 50' x 18' HOPE
T-
Cra?e? _
16+I?'
40' x 18' HOF
O
TDAISY DRE M ?N 111 & VIRGINIA B
HENDERSONVILLE NC 28739
9518-67-8208-O a0
Deed Book:305 Deed Poge:448
2%
\
Silt Check Type B
5i
15+00
Fence
N
H
T Gravel Drive
4% Existing 20'x 18' HDPE
O Silt Check Type B
KI BOX ICBK$6MICHAEL STEPHEN JR
HORSE SHOE NC 28742
9518-58-92W000
Deed Book:233 Deed Poge:432
4%
3+70 Silt Basin
2'x3'x8' w/
Silt Basin 2'x31x8' w/
Silt Check
;yp le
le
A
Silt Check e
Silt Basin e
27 2'x3'x6' w/ of e
Silt Basin e
2'x3'x6' w/ a e
Silt Basin Type E
2'x3'x6' w/bae
CREST
3'/. O y
GILLI AND. FRANK & JUDY
403 ?EO CHASTAIN ROAD
HORSE SHOE.NC 28T42
9518-67-1631-000
Deed Book:405 Deed Page:826
iE 22+10
Silt Check Type B
O
142 RID APPLES LN & RACHEL C
HENDERSONVILLE NC 28T39
9518-6T-3523-060
Deed Book: 3T2 Deed Page. IIT
gam
Silt Check Type B
FI?
3%
p SR1500 Page 5
:3 0
LL
N-
I z4
MORGAN EULA R ETAL
45 HOODYHILE LGASH
PISGAH FOREST. NC 28768
9518-68-686T-000
Deed Book:458 Deed Poge:522
100' ESA
31
'I•
p16 1
1=
Silt Check Type B 1 I
20+24 I i
STON & GLENNA $
2E HILLS
=0 C 28T42
Tan noori Pnrio. pan
I I
1108
20+00
1 V1 #yW
Each TSF should have an opening
at the lowest point, with a wattle
drainaget wathe terop to ipass through.
N
F-
I%
CREST A
4%
Slit Check Type B
Silt Check Type B
4%
4z
E
4%
to
RRBSNKS,JOHNAH & BONNIE BOX 311-
HORSE SHOE NC 28T42-9506
9518-68-II -bQ0
Deed Book:57 Deed Page:115
Slit Check Type B
1
I 1
1 1
I I
I I
I I
I I
1291
19101
?I I
I I
I I
I I
I I
I
I ?
1 281
11291
1 1
1 1
? I
I I
1 (
1 1
Silt Basin Type B
2'x3'x6' w/baffle 0 1 2 71
Silt Basin Type B I 14 71
2'x3'x6' w/baffle
Slit Check
Type A I
' ' -4
Propose 40
x 18
HDPE .z
1
I
I
Silt Check Type B I
I
I II
I
0
1
Slit Check Type B ' 11
25+30 1
9 1
KILPATRICK MICHAEL STEPHEN JR 1
HORSEXSHOE NC 2ST42 110
Deed SBook 233 Deed Poge:432 254
I
I
1
I
71
1
1
1
1
1
I
Iai
00
SR1500 Page 6
24
C/OOGARb LE CASHTAL
45 HOOD HILL
PISGAH FOREST NC 28T68
518-68480-d(30
Deed Book: 458 Deed Page: 522
Each TSF should hove an openin
at the lowest point, with a watyle
placed at the opening to allow
drainage water to pass through.
LL.
In
3 + 0 (612) 41 SR1500 Page 7
I I z2
II MORGAN.OTIS G & EULA R
tin, 640 HOLLIDAY RD
RKILPATRI
5 BOX .312AHAEL S & MYRTLE I 1 95/85685 962r 000 8742
I? HORSE SHOE NC 28742
9518-58-T829-000 I 1 34+50 peed Book: 57 Deed Page: 116
Deed Books 0099E Deed Page: 144 i
T-
I%
I%
I%
I%
T
1 1
41 1331 41
I I
23
MORGAN OTIS GAYNARD
640 HOLIDAY ROAD
HORSE SHOE NC 28T42
9518-68-2863-000
Deed Book: Deed Page:
Silt Check Type B V I I Brick Mailbox / Planter
I I Gravel Drive
1 33+25
i i
I I Fence
1 1
34+15 CREST 40
?4I %
121
10 1 1
I 1
10 I 1 Shed
RRBANKKa JOHNA H & BONNE 41
Bk 311-
HORSE SHOE NC 28742-9506 I
9518-68-1191-500
Deed Book:ST Deed Page: 115 1 1
'
??
el
s I
I
I
13 (
1
2 1
"? I 1 Ql 24
Existing 30'x 18' HOPE I I CIOGARbYLE GASHTAL
Silt Basin T pe B
Y
1
1 45 HOOD HI
J
L
PISGAH FOR ST. NC 28768
21x31x6' w/baffle
I
1 9518-68-686T-000
Deed Book: 458 Deed Page: 522
Silt Check Type A
Propose 40' x I8' HDPE
Slit Check Type A 1
Silt Basin Type B 1 1
2'x3'x6' w/baffle I
1 Each TSF should have an opening
at the lowest point, with a wattle
112 51 placed at the opening to allow
1
I
1 1
i
1 drainage water to pass through.
i 1
I
1 1
1
1
I I N
Gravel Dri e 1 1
30+ 00
FE
T
ri
Silt Check Type B
Gravel Drive,
Propose 20' x 15' HDPE
11
KILPATRICK, MICHAEL S & MYRTLE
RT 5 BOX 312A
HORSE SHOE .NC 28742
9518-58-T826-000
Deed Books 0099E Deed Page: 144
Silt Basin Type B
2'x3'x6' w/baffle
Silt Check Type A
Each TSF should have an openin
at the lowest point, with a wat?le
placed at the opening to allow
drainage water to pass through.
a
c
I%
Replace 20' x 18' CM
With 40'x 18' HDPE
Silt Check Type A
Slit Basin Type B
2'x3'x6' w/baffle
4 + 1
1 1
yI I
I I
®I i
I I
I I
i
I
391
1971
I I
I I
I I
I I
I I
I I
I I
1381
1971
i I
I I
I I
i I
I i
I I
I I
1371
1881
I I
I'
I I.
1 I
I I'
TI I
A8lr
b
1 I
16121
35+00
SR1500 Page 8
Each TSF should have an openin
at the lowest point, with a wot?le
draalnogetwathe ter opto pass through.
Cottle Fence
With Gate
W
N
F-
II
KILPATRI
5 BOX . MICAHAEL S & MYRTLE
HORSE SHOE NC 28742
9518-58-7829-000
Deed Book: 0099E Dead Page: 144
Fence
36+15
FL
;ravel Drlve
Propose 15'x20' HDPE
22
Silt Basin Type B 6 0 HOLUTIS RD EULA R
2'x3'x6' w/baffle . HORSE SHOE NC 28742
Silt Check Type A 4518-68-1961 000
Deed Book: 57 Deed Page: 116
Silt Check Type A
Silt Basin Type B
2'x3'x6' w/baffle
4 00
10 SR1500 Page 9
. ? (I 0 6(
ni ( I
( ( Place TSF 2' beyond top of cut
I I from sta. 44+20 to sta. 45+95
I 1 as a temporary diversion
I I
iz I I
SMITH BRIGITTE D & KENNETH D JONES 14 41
PO BdX 535 1
ETOWAH. NC 28129
9518-59-6986-000 I
Deed Book: 2 Deed Pages 282 10 10
I I
40 40 I I II
I I RT 5 BOX ,3 MICHAEL S & MYRTLE
HORSE SH0j NC 28742
I ( 9518- 8-T8 -000
I I Deed Book: 0099E Deed Page: 144
iIL 43+00 41 14 3 I 40
16101
I
I I
I I
I I
1 1
1 1
1 I
14 2 I Slit Basin Type B
41 161 Ol 4 11 2'x3'x6' w/baffle
Silt Basin Type B Silt Basin Type B
2'x3'x6' w/baffie 1 1 2'x3'x6' w/boffIs
Slit Basin Type B 1 - - --
2'x3'x6' w/baffle 1 I Grav vel Drtve
Silt Basin Type a 1 1 Replace 15'x20' CMP
II/ 2'x3'x6' w/baffle 1 1 with 18'x20' HDPE
Silt Check Type A Silt Basin Type B
Replace 50' x 18' CMP 2'x3'x6' w/baffle
With 50' x 18' HDPE 40 1 Slit Basin Type B
O 2'x3'x6' w/baffle
II ( Silt Check Type A
KILPATRICK, MICHAEL S& MYRTLE 1891 Fence
RT 5 BOX 312A
I 1
HORSE SHOE NC 2BT42 41
9518-58-T826-000
Deed Book: 0099E Deed Page: 144 ( 1
I
1 1 Each TSF should have an openin
( ( at the lowest point, with a wattle
a placed of the opening to allow
1 I drainage water to pass through.
? 1 1
19811
40+00
FL Silt Check Type B 17
49+85 '
I
Silt Check Type B
6X Paved Drive I
Propose 20'x 15' HDPE
Silt Basin Type I
2'x3'x6' 1
Slit Basin
Type B 4
2'x3'x6' I
Silt Basin
Type
B
Slit Check
Type A
Fence I
15 40
I
HUDSON RANDY L & RUBY M
RT 5 BbX 314-1 N I
HORSEE SHOE NC 28742
9519-50-3093-000
i7 Deed Books 305 Deed Page: 658
4
47+95 i
HH
EE0N LEY. JOE L & BETTY D I
P BOX 654
E70WAH.NC 28729-0654 -
951$-49-7994-000
Deed Book: 430 Deed Page: 50 Sawyer Lane
(Private)
47+70111
nz ?
Fence
t3 14
RRB2T86X 313AL 17
HORSE SHOE. NC 28742
9518-59-1640-000 I
Deed Book: 289 Deed Page: 249
Paved Drive " I
Propose 20' x 15' HDPE
E
Fence
45+80
12
SMITH IGI TE D & KENNETH D JONES
PO BdX 535
ETOWAH, NC 28729
9518-59-6986-000
Deed Book: 2 Deed Page: 282
ui
l 1. I p
Silt Check Type B SR1500 Page 10
Slit Check Type B
I I ,Concrete Drive
ropose 30'x 15' HDPE
Slit Basin Type B
2'x3'x6'
Silt Basin Type B
2'x3'x6'
Silt Basin Type B 21
2'x3'x6' MOORE HOMER
Silt Check Type A PO BOR 1122
PISGAH FOREST. NC 28T68
9519-50-6346-000
Slit Check Type A Dead Book: 5T Deed Pages II
Slit Basin Type B
2'x3'x6'
FL
Gravel Drive
g Exng 20' x 15' HDPE
I Ay CREST
I
? I t2
SMITH IGI TE D & KENNETH D JONES BdX 535
I ETOWAH. NC 28729
9518-59-6986-000
I Deed Book. -2 Deed Pages 282
I
Fence
I 1
I I -`
Gravel Drive ?N?
1Propose 20' x-,15` HOPE
1981
I I 45+80 ?? ?
? I II
i KILPATRICK. MICHAEL S & MYRTLE
HORSE BOX 3INC 28742
I Deed SBook 0099E Deed Page: 144
I I Place TSF 2' be and top of cut
110 from sta. 44+20 to sta. 45+95
45+00 as a temporary diversion
FL
T
2%
18
GORDON BbX 315X ALL & ELLEN M
HORSE SHOE NC 28742-9506
9519- 0-1634-000 N
Deed Book:9T Deed Page:657
Each TSF should have an openin
at the lowest point. with a wattle
placed at the opening to allow
drainage water to pass through.
FL 53+30\ fie
FL
2%
f
6%
/ye
\O
IT , G ax
CHAKNIS KAREN SUZETTE /
RR 5 BMX 315-B
HORSE SHO NC 28742
9519-50-34 5-000
Deed Book: 361 Deed Page: 800
LL
cn
51+Z0 ~
I I
1
I
i
I I
? I
? I
I
1
I
I
I
Silt Check Type B
Silt Check Type B j a 101
16
BRI 5 31Nd CYNTHIA MARIE
RHOQSj SHOE NC 28742-9506
951 - 0-326b-000
Dead Book:5T Deed Page:122 in
Silt Check Type B
Gravel Drive
6/ Propose 20' x 15' HDPE
{I II
50+00
Silt Basin Type B
2'x3'x6' w/baffle
Silt Check Type A
a
9
U-
V)
t.-
SR1500 Page it
21
MOORE HOMER
PO BOR 022
PISGAH FOREST NC 2BT68
9519-50-6346-a00
Deed Books 5T Deed Poges it
ovel Drive
Silt Check Type B
Concrete
Sidewalk
Propose 20' x 15' HDPE
r-----
Grovel Drive
gilt Basin Type B
x3'x6' w/baffle
Silt Check Type A
Propose 40'x 18' HDPE
Silt Check Type B
Silt Check Type B
Slit Check Type B
SR1326 Bane Road (Paved)
Continues Into Henderson County
Silt Check Type B
Z
Silt Check Type B
Silt Check Type B
19 Silt Check Type B
ANSLEY, MICAH S & LYNN E
R KING RD
ISGAH FOREST. NC 2ST68
9519-41-1113-000
Deed Book: 80 Deed Page: 153
Silt Basin Type B
2'x3'x8'
Gravel Drive
Replace 2Q' "5CW
W)th 20' x 15' HDPE
Slit Basin Type B
2'x3'x8' w/baffle ,
Silt Check Type A
ti
FL / 56+00
18
GORDON MARSHALL & ELLEN M
RR 5 BSX 315X
HORSE SHOE NC 28742-9506
9519-50-163d 000
Deed Book: 97 Deed Poge:65T
Clip Berm and
Dayli ht from
6'/. Sto. 5+20 to
1
Sta.
7+00
2%
SR1500 Page 12
End of Project a County Line
i I Brick Mailbox
I I Silt Check Type B
)I I
ri i Q Silt Check Type B
LI I
15 91 Silt Check Type B
88 40 a
197
1
?1 I 41
1L,1 1
?1 1 Silt Check Type B
Existing 40' x 15' HDPE
i I 20
1 % N9RTONt EARL & SUSAN L MAXWELL
\?^\ HORSE 752 0008742
5 81 Deed Book: 35T Deed Page: 361
111 0 Silt Basin Type B
2'x3'x8' w/baffle
Slit BBasln Type B
?1 I 2 If?xCheckaType A
1 iPropose 40'x 18' HDPE
I Silt Check Type B
l
I I
1 I Silt Check Type B
1 57" 57+00
110 q With 35' x515' HO RPECP
1 11 ?\y?
I I N
1 I Silt Check Type B
I I
I I
I 1 Silt Check Type B
I
11061
1 1 21
MOORE HOMER
1 1 Silt Basin Type B PO BOk 1122
1 I 2'x3'x8' w/boffle PISGAH FOREST NC 28768
9519-50-6346-d00
Slit Basin Type B Deed Book: 5T Deed Page:11
1 I 2'x3'x8' w/baffle
1 11 Replace 30' x 15' CMP
1 With 30'x 15' HDPE
Gravel Drive
11371
55+00
PIPE
DATA SR 1500 Holliday Road Page 1 of 1
County:
Transylvania WORK ORDER: 14C.088023(Temp)
STATION PRESENT
SIZE PROPOSED
SIZE NOTES
0+12 20'x 15" CMP 20'x15" HDPE Replace Driveway Pipe
2+68 30'x 36" CAP 40'x 36" CAP Replace Cross Pipe -Live Water / 2' Stream
2+80 10'x 18" CAP 15'x 18" HDPE Replace Dnveway Pipe
5+97 45'x 15" CAP 45'x 15" HDPE Replace Driveway Pipe
9+10 20'x 15" HDPE Propose Dnveway Pipe
11+45 40'x 18" HDPE Propose Cross Pipe
13+70 30'x 18" CAP 40'x 18" HDPE Replace Cross Pipe
16+02 40'x 18" HDPE 11 New Existing Dnveway Pipe
16+55 30' x 18" CMP 40'x 18" HDPE Replace Cross Pipe
19+35 40'x 18" HDPE Propose Cross Pipe
19+50 40' x 18" CAP 40'x 18" HDPE Replace Dnveway Pipe
24+83 20' x 18" HDPE New Existing Dnveway Pipe
26+65 40'x 18" HDPE Propose Cross Pipe
31+40 40'x 18" HDPE Propose Cross Pipe
31+80 30'x 18" HDPE New Existing Driveway Pipe
35+30 20'x 18" CAP 40'x 18" HDPE Replace Cross Pipe
35+95 20'x 15" HDPE Propose Driveway Pipe
39+16 20'x 15" HDPE Propose Driveway Pipe
40+95 50'x 18" CAP 50'x 18" HDPE Replace Cross Pipe
41+52 20'x 15" HDPE Propose Driveway Pipe
46+02 20'x 15" HDPE Propose Driveway Pipe
46+40 20' x 15" HDPE Propose Dnveway Pipe
47+95 20'x 15" HDPE New Existing Dnveway Pipe
49+27 30'x 15" HDPE Propose Driveway Pipe
49+30 20' x 15" HDPE Propose Dnveway Pipe
50+16 20' x 15" HDPE Propose Dnveway Pipe
51+50 40' x 18" HDPE Propose Cross Pipe
51+78 20'x 15" HDPE Propose Driveway Pipe
55+10 30'x 15" CMP 30'x 15" HDPE Replace Dnveway Pipe
56+72 35'x 15" RCP 35'x 15" HDPE Replace Dnveway Pipe
57+50 40'x 18" HDPE Propose Cross Pipe
57+96 20'x 15" CMP 20' x 15" HDPE Replace Dnveway Pipe
58+14 40' x 15" HDPE New Existin Dnvewa Pipe
POLE DATA
Project: Holliday Road (SRI 500)
COUnty: Transylvania
Owner: Duke Power / Citizens Telephone / Sylvan Cable
Pagel of 2
Station
Pole
Number Dist. From
Center Present
Road Dist. From
Center Project Dist. Center
Project After
Moving
Remarks
Lt. Rt. Lt. Rt. Lt. Rt
0+12 29 Cable Ped
0+12 31 Telephone Ped
1+90 16 Power Pole
2+42 28 Telephone Ped
2+42 29 Power Pole
2+43 28 Cable Ped
11+00 30 Cable Ped
11+02 30 Telephone Ped
16+41 24 Guy Wire
16+45 19 Power Pole / With Meter
16+45 25 Cable Ped
16+46 25 Telephone Ped
16+58 18 Power Pole
16+61 19 Electrical Transformer
18+40 18 Power Pole
20+08 17 Cable Ped
20+10 17 Telephone Ped
22+98 21 Cable Ped
23+00 21 Telephone Ped
25+30 24 Cable Ped
25+32 24 Telephone Ped
31+18 22 Cable Ped
31+20 22 Telephone Ped
39+57 20 Cable Ped
39+59 20 Telephone Ped
POLE DATA
Page 2 of 2
Station Pole
Number Dist. From
Center Present
Road Dist. From
Center
Project Dist. Center
Project After
Moving
Remarks
Lt. Rt. Lt. Rt Lt. Rt.
39+59 21 Telephone Pole
41+73 17 Joint Use Pole
45+18 24 Joint Use Pole
45+65 20 Joint Use Pole
45+67 18 Cable Ped
45+69 18 Telephone Ped
47+92 18 Joint Use Pole
58+20 13 Joint Use Pole
58+30 19 Power Pole
58+33 22 Telephone Ped
3 Site Coordinates 35.30675° N / 82.630267° W
SR 1500
Holliday Road
Transylvania County
Existing & Prop Center Line
2
--ff, ------------------------ ---------------- Inlet Invert Elev Replace Existing Perched Oulet Invert Elev
9934 30', 36" CMP with 50', 36" CMP 9929
cgs Approximately 20' from shoulder of existing road
1 9943
2 9915
plans for erosion control
* Drawing not to scale
SR 1500 Holliday Road - Transylvania County
Site #1 Sta 2+72 Outlet - Perched
Site #1 Sta. 2+72 Inlet
O Z
CD
0 p
-1
m
0 ca
M
00
'(({{,,\\Y``yx+f[]] '+ a ti? ?ffi? ti....+wr.E^
?r+???f ?.?? ? ? ? ~NY \? y 1 `N i?l.?w2,? ? 4C'y
AY1Y y, f1 \d?! 1 <f A,?.,f ??A ,t /`//!, ??"?`` \`r ??'w
`!, •. ,~.
•
r
iy r ; 't 1 ^ )Q
a s r ti
'mil ti , Y?i.-.1 ?-Ci
o\?
y c2y \ { • •. • 1 ?{? k;
J1?
? vl*4 n?,'dfi et{' J X f
i`-0k'
^ti
?
'
?
?
jy L `?a?f ? ??
?i. ti .r (*i1f,r"`
x
' f t 1
1
2 •{ ?
rq, fJ iR'^ hu }yA1
??..r
/'
/
.i.
i
Y`
1
U
i
1 +?.+ 'lJF ,t
%'?? ?, .fit ?/// `l'
r,&.,r;?^' (J't/ ?i_
?
(v`'? r..
2 { C
? i\I{ S
M
F 5 ?.?
1,11
1 ` f r•. l , 1 ?,'r
.? ? C `r?,. 1 t?1??t" ?
J
?
l0r 1
.P
R
,? r?
t
1 I? A
i '1?
, ??P rl ?` 1 °aa d ?'?l'??t?
'.J t' ,±. ??? f"b?t? +' '?fr? d
?
a a ?^,f ??+p'? ?? L '4,
a?^
ti?•
??? ?^,s tf I??{ , kt c's,
?^`
??
?
?
`
?
?,
'+r
r
'
iC`L "i11143 `{ ? ? t At 2 2-10-- 1'l,
?' a .,? a ?.,?"+?
` r'
lu
;"
? Ito
. • F', i}'?1??^f/?Q r w'?t, ?rR
'??N,fr s A
f?',
r,' ?'?Ir
. K
•
,
?
'r,r ??
r ?X
M
l
d +?-.w ,/V' Al
r??\??Q ??rV?(?1 ? i? r+,(V?}?;+R tR Yar'?tl b? N1
?
?^ • / ? ? ' ?Y r ?? ? _ ^.?\ fig.} ??'%P?,A \?`;''y ?1 ?'.??j?4 k?l?J
1,`
`
/? ? 1 }}`? \
• ak `???\JJ ?\w
5 ? t
'ma'r Vi1r, zw ? (?
"? f ??... ?. t?, rt?t•t?t 4,..J •)1
r ? ?? iri lr tl f5l U ?"ti \ht a? ?` ss?
`?` ?,?"'u d`~ ?`?
• ..? • +1\
`/^ tt \ 0 ? ' In N? ?^3" 1. ?y? `^
t
III I I I I I I I pw1' p' q 9° i K i i i i i i P*1 i F q 9°1 qi I 1 11 I X51 i P' q 9° i qi 11 11 l p, i F kq q°1 K i 11 11 I P15i 2P'
,°v°o t.:
N
jy?
NUil
"..`,?/??`?? \\\ ( aC'p ,_
??•: iii-- ? J$" ?.-/- ?l ..
?
INA
m
na , ,_ t?? . % w ,,,,._.J , ,,C,y ,-_ } CCU •-,?\7 ?t . < c _., -, C% `-
°N°
e
) ?
..? ?, A t r ti
, - ? J L /fit ?
?:;? V' % ? ? ') v
-
? =*? e
?
v
J I
?
?
t',4?•-`.,"_ "?? 5\ ?.1? yQ? ? i
?? X % -.S ?' 4.! I ?
? ? 4 ?' s' r'• . ?-
?? e, u ?
L /? i?
.
r
)
"
?
? ?` , ? ' y I
,?
..? J
'F?1
?„^•1 ?? 1??. ?
4
r
f
? `r? c' Z,Jn?"r
_".J 1?!? + ., , I ?
? :J '"? f ?
} ice) ,
? ? ? d+?\.C"`^',(?
"'
),
l
J
P %`,", '.
'
?`1G
.'
'
%i t-"'",? '
1 \ Y`
Yr__?:
I? "? / ,}y,(s a` "F,?' k`,t?
?
ej
G
?
?y? l
.
I !? - ?
r
O,
qr ;?\?
I ,
.: / l i
,
t
?
I
) J
1, •
r??s? 1.r lfJ?? `,? 4
r
M1
(
? ?, y.?
,?"".!?-_J ??7• ?i `?
.e-"?...f
1 •-? ??? ?f?`?, r'?,,,,,?`?
M"
?
??.'
.- x ` ? ? i q? 177??J
? ? `1
Fi
`
? \
C? 'O ? - e
A?II ??
`
?l
? .
l~'Q?J ?
I,?' ,? `
'`.
?
. =".r
)
Cr
OWD OD
°
" 111
?''?• ?, sou `-- ,/ a 6 ?, ?? ~ _?
. -?' ?--?,JC`- A?; ?, ?? ?, -
r ?..f I `? )'` `-_ ??'". ?_? `-
` , ,
a ?? ? O r r
co 090
Jill I I I b?l5a,b ?Od doa b ?,??d do?,y b?sa 16,p6 do4 A bA416-?6 doa A i i bj5426`H
vy? co
r Lo I
r ?
•R/
40,
O /
r C
N
Le)
\
LO \
C rte-- m? ? \
o \A
ti
/CN s•
M
a r' •
00
? n
N?
U"i
tD ? .
' a
0L3
?3??
O t??
IIN?
I,Ydls ??
I ,