20070321 Ver 1_401 Application_20070207

~®IJRT`E 2 0 0 7 0 3 2 1
~®P
Office Use Only' Form Version March OS
USACE Action ID No. DWQ No.
(If anv particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: No. 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^ N/A
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4}, and the project is within a North Carolina Division of Coastal Management Area of
~...,.; /~6 ,R ~rt~
Environmental Concern (see the top of page 2 for further details), chec~il~ . ~ ~ 3 r N
lli~ ,
~~
II. Applicant Information
FEB 2 ~ 7_~0~
Owner/Applicant Information c~r~~ - ~v~1'~i~c C~J~~s ~ v
Name: Neil G. O'Rourke ~~~n~ ~4~° '?`~~`ytwa~~:~ sw~vc;~
Mailing Address: 210 Shad Lane
Apex~NC 27523
Telephone Number: 919/363-7240 Fax Number: 919!363-7284
E-mail Address: norourke(c~bellsouth net
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name P. Marion Rothrock, PE
Company Affiliation: Rothrock Engineering_
Mailing Address: 4779 Kirby Mtn Rd
Lenoir NC 28645
Telephone Number: 828/757-9834 Fax Number: 828/758-0275
E-mail Address: rothrock(a rothrocken 'ngi eering.com
Page 5 of 5

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plari drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Grandfather Vistas
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Caldwell Nearest Town: Blowing Rock
Subdivision name (include phase/lot number): Grandfather Vistas
Directions to site (include road numbers/names, landmarks, etc.): 321 south 6+ miles to
Richland Road (SRI 1372), east 1.5 miles
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36d04'26.24" °N 81d35'19.38" °W
6. Property size (acres): 1 036 Acres
7. Name of nearest receiving body of water: Yadkin River
8. River Basin: Yadkin-Pee Dee River Basin
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The impact area is open with minor topography.
Surroundir~ area is treed with single family residential lots.
Page 6 of 6

10. Describe the overall project in detail, including the type of equipment to be used:
Project will be a single family subdivision Equipment used: dozers motor graders, haul
trucks excavators.
11. Explain the purpose of the proposed work: Spanning an existing; stream channel for
construct a permanent road entrance for the proposed residential development.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None specifical~ known at this time
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Remove 2 existing 24" CMP culverts
and replace w/ 60 linear feet of 13'0"span x 6'9" rise_pen bottom pipe with precast concrete
footing and gabion retaining walls to snort the proposed roadway. Second crossin sg~ hould
not impact Yadkin River or require permitting
Page 7 of 7

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
NIA

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 2 Acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acrea e, multi 1 len h X width, then divide b 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 Orchard Branch Remove ex. culvert Perennial 8' Approx 20' 0.004
2 Orchard Branch Bottomless pipe Perennial 8' 60' 0.01
3 Orchard Branch Gabion walls Perennial 8' 8' 0.002
4 Orchard Branch Work Area Intermittent 8' 4' .0001

Total Stream Impact (by length and acreage) 64 0.01
5. Individually list all open water impacts (including lakes, po
Ocean and any other water of the U. S.). Open water impact
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(~ applicable)
Type of Impact T
(lake, po
N/A

Total Open Water Impact (acres)
Page 8 of 8

6. List th
e cumulative im act to all Waters of the U.~. resultm from the ro ect:
Stream Impact (acres): 0.01
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 64
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation N/A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.The project requires two access
points The first access will span the Yadkin River. The second area (Orchard Branch) will
require removing; 2 existing 24" culverts and replacing them with an open bottom arch with
precast concrete footings to minimize the disruption time during installation. In addition the
proposed bridge shall span the stream to minimize fill and disturbance.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http: //h2o. enr.state. nc. us/ncwetlands/strmgide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h?o.ei~r.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 10

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ^ No
Z. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act {NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^ N/A
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^ N/A
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's} responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must. also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements}, or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* (~ feet) Multiplier Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed {i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 11 of 11

XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge o discharge) of
wastewater generated from the proposed project, or available capacity of the subj t facility.
X111. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .OSQO) or any Bu('fer Rules?
Yes ^ No
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) resu t in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in a cordance with
the most recent North Carolina Division of Water Quality policy posted on ur website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative descri tion: .
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in adv ce of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may i pose limits on
work schedules (c.g., draw-down schedules for lakes, dates associated with E dangered and
Threatened Species, accessibility problems, or other issues outside of the applican 's control).

~ Applicant/Agent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is pry
Page 12 of 12

Rothrock Engineering
Telephone * 828/757-983.1 Fax * 8281758-0275
E-mail * rothrock'a!rothrockengineering.com
4779 Kirb~~ Mtn. Rd. * Lenoir, NC 286.15
February 15, 2007
Amanda Jones
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Ave., Room 208
Asheville, NC 28801-5006
Re: Nationwide Permit No. 3
Caldwell County, NC
Grandfather Vistas
Dear Ms. Jones:
Enclosed are two copies each of the following:
~~ . Marion ~?otbYOCk. `F. ~~.
N. C, 34 t~ Kt/. i95(J
~.C. ,~81;' 1_errrr. "L(1,(z5?
Perrrr. IJl tiO?!#
CONSI;LTING ENGINEERS
('lull -;ileclr. - Clec.
SzJh-T?irrsiorr - i~t'ater - Selrer
(irzrrlitr~ - I'r-osiorr C'orrZr~~l
®~~l~ ~`"
~~
1. Signed PCN Application Form
2. Drawings -Sheet 1 thru b by Mickalich and Associates, Inc.
3. Yadkin River Basin Map
4. Soils Map of Property
5. Port of USGS Quad Sheet at two different scales.
Please review this application. If you have any questions, please feel free to call me.
Rothrock Engineering
P. Mari Rothrock, P.
Presiden
~~ ~~';p l
p" , , , --5
Cc: Ron Linville ~ s °a-~~ ~.~:a
NC Division of Water Quality -Raleigh
NC Division of Water Quality - Swannanoa r '` ~ ~ "t' ~ ~ ~ 7
Teon Sujak - :,~;~~ ~ y~~quTY.
- •^ ~ _~. =•~tr.CT~gpAYVA1F4 HWWCFf

VICINITY MAP
SHEET INDEX:
1. VICINITY MAP
2. PLAN VIEW (ORCHARD BRANCH)
3. CROSS SECTIONS
4. PLAN VIEW (YADKIN RIVER)
5. ENTRANCE AREA
6. OVERALL SITE MAP
ISSUED FOR:
\~~~~~ C A RO ~~ii
\~`oQ; •~ESS;o ~%%
2.4.0 2'.~
. a SEAL ~ : -
031718 _
~®®~icRT F~11~~,~i
REVD BY: ~ ISSUED FOR:
~~~~~
FL8 ~ ~ 2607
~~~~ • VVH~'E~i C~1iH(.i1rY
~'*'E71ANpS n;,,tp SiC~R~~~g7:£,~ BR,4NGa
REVD BY:
MICKALICH and ASSOCIATES, INC.
Q CIVIL ENGINEERING & PLANNING
1418 UNDERDOWN AVE SW, LENOIR, NC 28645
WWW.MICKALICH.COM PHONE: [phone] FAX: [phone]
DRAWN BY B.HAR JOB NoN06-114
DATE i -25-~~ SHEET No. ~ SCALE N/A
DESCRIPTION
GRANDFATHER VISTAS
CALDWELL COUNTY, NC

~'~ ~
PLAN V

LEGEND
SILT FENCE ---------
CLEARING & GRUBBING LIMITS - - -' - -
25 FT. BUFFER
INDEX CONTOUR - - 1870 - - - - -
SEDIMENT BASINS
PAVEMENT
PROPOSED CONTOURS
TEMPORARY DIVERSION DITCH
0
TD
~_
ITEM No.
O1 =REMOVE 2 EXISTING 24" CULVERTS
02 =REPLACE W/60 LF BOTTOMLESS PIPE
FOOTINGS.) AN X 6'-9" RISE W/PRECAST
Q3 =INSTALL GABION RETAINING WALLS
®=LIMITS OF DISTURBANCE
0' 50' 100'
HORIZONTAL SCALE: t " = 50'
REVD BY: ISSUED FOR REVD BY: I
\\,~~~N C A R p!/~~/i
~~o~~FESS~O ~9~~'
~•
= _; a SEAL 9~••
= 031718
.•• ~ ~. ~\
,~ MM~~ ~
,~,~~~~~~1~~ I I I,G~~-\\<
MICKALICH and ASSOCIATES, INC.
Q CIVIL ENGINEERING & PLANNING
1418 UNDERDOWN AVE SW, LENOIR, NC 28645
WWW.MICKALICH.COM PHONE: [phone] FAX: [phone]
DRAWN BY B.HART JOB NoN06-114 DEGCRANIDNATHER VISTAS
DATE 1-25-~~ SHEET No. 2 SCALE ~"=50' CALDWELL COUNTY, NC
EW ~ ~ ,~-_-__
-I.o . ~ ,-
REMOVE 2 EXISTING 24"~ULVERTS AND
REPLACE W/60 LF BOTTOMLESS ,.PIPE - /''- _ _
1~3 0" SPAN X 6;-9' RISE WITH /
PRECAST FOOTINGS: ~~~ j ~~ ~-

1800
1795
of
of
~I
J
1790
PR. GABION ~
RETAINING WALL
1785 (4' WIDE BASE)
1780
rn
_~
CROSS-SECTIONS
0' 50' 100'

HORIZONTAL SCALE: 1 " = 50'
VERTICAL SCALE: 1"= 5' ~ m ~ m
~ 1800 1800 ~N -- -~ N ._
1800
o
~, --zo ~; -_-- ---
~~
mZ
aZ
~Q mZ ,,
aZ ~
~Q~

I~~ ~ I s~~
~~
PR. ELK LANE' ` ~~
~
w
Qom.
_~
1795 1795 I
m _ 1795
-
_
-
-
4.0' o

I~
N
I~
1790 1790 ~ 1790
- COMPACTED BASE PER
COUNTY STANDARDS
- ~ 1785 1785 _I
I ~ 1785
60 LF BOTTOMLESS PIPE --
13'-0" SPAN X 6'-9" RISE WITH
PRECAST FOOTINGS.
1780
1780
I;
1775-i- ----f
I HIGH WATER ELEV.
1780
FILL VOLUME = 16 CY.
LESS PR. OPEN
PIPE VOLUME (CUT) = 48 CY.
NET CUT VOLUME = 32 CY.
II 1775
' COMPACTED FILL
~~(2) EX. 24" CULVERTS
(BEING REMOVED)
PRECAST FOOTINGS
1770
fX '~~,, ~ PR. INV. I
~'~ ~R4D ~ _ 1775.50 EX. 24" INV. 1771.84
1775 -_ ` _ ~ __ 1775
4.0
EX. 24" INV. 1773.4
(2) EX. 24" CULVERT ~ ~ ~ ~ - ,
(BEING REMOVED)
I IGH WATER ELEV.
PRECAST FOOTINGS
1770 __ g.b' ~, \\~ - 1770
PR. INV. 1770.85
CROSS SECTION 'A-A'
~ 'W
~--
EX. GRADE ~LI~
COMPACTED FILL
1770
CROSS SECTION 'B-B'
ISSUED F R: REVD BY: ISSUED FOR: REVD BY:
\~~~~~ CARp~~i,~~ MICKALICH and ASSOCIATES, INC.
\~0~ •~ESS/py~?!9% Q CIVIL ENGINEERING & PLANNING
O
~• a SEAL ~ • - 1418 UNDERDOWN AVE SW, LENOIR, NC 28645
031718 ~ yWyyy,MICKALICH.COM PHONE [phone] FAX: [phone]
~..'r`
~''s~~B~ ~`~.CIN~ ~~~~~,o~ DRAWN BY B.HART JOB NoN06-114 DESCRIPTION
A~,~fRTI~ IM,G\~`~ GRANDFATHER VISTAS
__.. DATE 1 -25-0~ SHEET No. 3 SCALE 1 "=50' CALDWELL COUNTY, NC

PLAN VIEW
BRIDGE
INSTALL
SILT FENCE 27' FROM
EDGE OF RIVER
PROPOSED_
TIMBER FRAME - NO GRADING --~
BETWEEN TIMBER ABUTMENTS.
0
~~~ o
ss2o
~ I I
~~
~~~

,___
~ / c0`L11:. j I \
o
T ~
~ TIMBER
. ~( ABUTMENTS
/_ .
tUbt yr r~rv~c~ i--{- ~ ~
~\ S618
DO NOT DISTURB GRASS ~
OUTSIDE GRADING LIMITS' ~ / /
~~~` /
_ ~
NOTE:
Timber frame bridge with driven
LEGEND pilings. Do not grade
S-LT FENCE --------- between end abutments. When
CLEARING & GRUBBING LIMITS - _ - - '- setting mid-span supports
do not disturb surrounding area.
25 FT. BUFFER - - 0 Mid-span supports to
INDEX CONTOUR - - 1870 - - - - - be minimum of 5' from edge of
SEDIMENT BASINS river.
PAVEMENT ~~ 0 50' 100'
PROPOSED CONTOURS
TD HORIZONTAL SCALE: 1 " = 50'
TEMPORARY DIVERSION DITCH
ISSUED, fiAF~I ~ r , REVD BY• ISSUED FOR• REVD BY:
~~`~ ~ CAR ''~i
`\~~o~~ ~ESSioti'ti9% MICKALICH and ASSOCIATES, INC.
?. ~ -9 . ~ Q CIVIL ENGINEERING & PLANNING
a SEAL ~ ; = 1418 UNDERDOWN AVE SW, LENOIR, NC 28645
• 031718
• ~,.•r` WWW.MICKALICH.COM PHONE: [phone] FAX: [phone]
'.~` ~• ~~
'i,9l~~~~^!~IN G~Pt~°~ DRAWN BY B.HART JOB NoN06-114 DESCRIPTION
~~l/i(16~i~~~ GRANDFATHER VISTAS
„~„ DATE i -25-07 SHEET No. 4 SCALE t "=50' CALDWELL COUNTY, NC

ENTRANCE AREA
N
,. ~.
,.
,,
,.
- -• .~ ~ ~ .' ~ ~. ~i_A i
D ~ ~ - ~ ,~ ,' i' V~ ~ ~, ~
., i .~< ~ i
y
_ _-
--- I ~ ~ ~ / ` ~s~a
LK _ N~ ~~
_~ I ~
- r ~~"~~ ~
_ ---
_~~_- -~, o ~ ~ _ I
.. ~ -
__ _ _ 9
~.
_.. L
my
ER
~ ppK\N RN
~.
~,
~~- ~-- t- -_... _' ~_
_ - _ _~„
~~~~ ~\ REA OF CUT/FILL FOR PROPOSED
~~ '~ ~~~ BOTTOMLESS PIPE (ORCHARD BRANCH)
/ ~ L~ _
/ Q
~ ~ ~ ~
~~ ~~ ~
~'~` " ~ ~ REA OF YADKIN RIVER BRIDGE "
~VERED~GED peg /
- - (NO IMPACTS PROPOSED)
9 ,,~° / ' o~ , - ~ - 0' 100' 200'
oy
~ / ~ -
a ~ --
~ai~' ~ ~ HORIZONTAL SCALE: 1" = 100'
i
``~~~~II~~''' MICKALICH and ASSOCIATES, INC.
~`~~~ H CAR ~~~~i
\~ ~``~pQ`.~'ESS 0 ~~y~ CIVIL ENGINEERING & PLANNING
F /' 0
. ~ ~ •~ , 1418 UNDERDOWN AVE SW, LENOIR, NC 28645
__ • Q SEAL ~; __ WWW.MICKALICH.COM PHONE: [phone] FAX: [phone]
' 031718
~~•• c~,~ Q.,•~ v DRAWN BY B.HART JOB NoN06-114 DESCRIPTION
,,~ •..G-NE~ • ~v~~ GRANDFATHER VISTAS
/~~~R~j~lll~~-~K~"~'`~\~ DATE 1-25-0~ SHEET No. 5 SCALE i"=ioo' CALDWELL COUNTY, NC
CFAI

OVERALL SITE MAP
ENTRANCE AREA
(SHEET 2 & 5)"
~~C`~~ PO
Gs
ti~
~~
~,
ISSUED F R• REVD BY:
`\\~~~,~ H CAR 0~/ ~~i
s
~04~FE S%~~ 9 Q
. °- SEAL r-.
_ 031718
ri~~~~'~~;GINE~~'~?~'~` DRAWN BY B.HART
.*",~~RiP M~O,~p.~t~
ISSUED FOR:
REVD BY:
MICKALICH and ASSOCIATES, INC.
CIVIL ENGINEERING & PLANNING
1418 UNDERDOWN AVE SW, LENOIR, NC 28645
WWW.MICKALICH.COM PHONE: [phone] FAX: [phone]
JOB NoN06-114
irliitt~
__.. DATE ~ -25-0~ SHEET No. 6 SCALE ~ "=2000'
N
p' 2000' 4000'
HORIZONTAL SCALE: 1" = 2000'
DESCRIPTION
GRANDFATHER VISTAS
CALDWELL COUNTY, NC

general Map of the Yadkin-Pee Dee Riuer Basin
in North Carolina
i _ ._ _ _ --
-~~--
t ~ -.. -.. ._. ~~.
i ..-.__.. __..-_..-..-.. __.._-.. _.._-.. _..-. -..-. -. __. -. -. _
S `~ 03-07-02 RLnI + i +
:r.srrF I
t_- +. ~ - .t r ~ re.nl>q ~ RpCXJN'CN.-0hf
-y _ ,.,~ oobarn yy4 I I
J ~ a3-o~-ai ~ ~~ ,~ ~ I i
,.a _ _
Nalh ~~ - ~~ ~ ~~ -
'~1..~ o ~ Jonaanrt xDf7 ~ Mal I
y~ rilFaorfpa ~.~~~+' 1 Jldban OmIHY ff --..-_.. -L ..
Btr~nO ~ 2 . Caal ~ t~~'~~-~
Red. Ji'Y p.d ~~IV na
yyyy,yyyy~~~~ f~~~ G ~ ~ riall.alwn I
..- - rillmen tvt I ~ 21~'~21 va3.rrr i. ...~. JV 1
` -r w
...., I . ~ ~ ~ ~..nl. ~ 4 rin>b,.~>rm - ~ I
i.. ~ ... Y '-- -- ----,- ..-.?_- '~, G F,~ , 03-0+'-U7 i
r ti _ .,, _ ~^ - t- _
~~ ~ ~ ..-.. ~~ i Mph PaN
n.lamr p .4 $
r i
~ fuLL~~'h'~!L aleaalr ~ i~'iC.l`~ ~ ~ ~ ~ L..
_.._
\ - i I m~atir ~d.l~.-..-_..__..
- ~ ~~ ""1. S V' i m~.R ~r 7 a.~on i
^- "'`.v i "' ~ ion
- - - 4 !"' ,_~ srlvnr ,.~~ 03-U7-09 i
o '~~ --
~ ~ryand
~ '
M1S
L..-. Jnen ~ ~o
.a ~,;~n~;c'r7 ~ ~:;~~c'o+~,V
F'~ ~
~~
~ i
~
3~0~ ~ i
` ~ ~'~~ f
/ I ~Olna OanY O~a~Y Gnlm `~,
.: ~"
Rt-avnl
f • °o`~ ra1F
~ 'MPrsq razrwl a3 7.0$
~ ,:: _.
' I

S .. .- Laida _
I' F GtlM11
I i
3~~or• ~
Orrtl~pn ~ ..-..
^
I
~~-lu
W E ,: pe1/altl
1 cas.a a.~ s ~°~ "~ ~
Mnl.sar r.,a,n ~'~ Q3-07-i5
CJ `' 8 ~~ _:~ .: Jlb~m~Y [fin haY :
',
~ ~lmr l
i + ,~
.Sblm~a 1 c. r.a
r
ar~a,lr ,.,.. nl -.., ~:' :,. .tl .~ Nv,~a ~ r+G-T51 03;07- ~0
~~p-~~ - - .- - x-1.5 ._ r ~,~. - w ~ - '~ _
Q1ey''Q wi A..~~ r y I~e+lho.a lr~rr Je~aa ~ (q ~ ~l
`Jy ~ ll~. PaR 3P ll~v~WY I
FEB 1. ?_G07 - .. 03.07-fz` G ..- cr~r. i _,.
'Y ~~~ .-. ~eaan real ~~:1'l~!'IV i All `_. r: r1 ~ r
a ~
~(`' ryG9 r~s pyyl .~y ~,f aea.rn RiCs`:Xf +,'~tG' wY~n
WA7"rcR (iJi+L~TY ~.al ~-„ { uen1. b -
pE1VR - „tnr~aAwA,1GR 9RANGN zo~~w ~ rinlp. i~ l ar<'anl F~MS.m.
,• /"~ ...

feger~d
Riuer Basin Boundary
~~' Subbasin Boundary
~~.~~ CountyBaundary
Primary R oads
,,~~ Hydrography
Municipality
t ~ ' ri>am.a , .
I Y ^ omr~elrntla I '~
t rl'~
i r
l - .-..- 2 f~~arn
03-o7-i¢ a3-07-i7 03-a7-ys
10 0 i 0 20 IIN~s
Pl&Yrktltlg BYaYtCYt
Ba~inwictie Planning Program Unit
March 27, 20x3

a~~q~ b
©,
L1 py.
~Q,~"~h
SOIL TYPE LEGEND
~ CKF -CHESTNUT BULADEAN COMPLEX ~HAE - HAYESVILLE SANDY CLAY LOAM
D CKE -CHESTNUT BULADEAN COMPLEX
~ CHG -CHESTNUT BULADEAN COMPLEX
D CM - CHEWACLA LOAM
DEAF - EDNEYVILLE
~EAE - EDNEYVILLE
eESF - ENON VERY COBBLY LOAM
SOILS MAP