20070067 Ver 1_Application_20070111

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No, ~ `l - ~ O to 7
rtr_
~~. a,y Ywu~wxu ncii~ i~ uu~ appllc;aDle i0 uuS prOJect, please enter °NOt Applicable" or "N/A".~
I. Processing
i ~ '..,
R~CEIVEp
1. Che 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: ~/~~ ~, ,, ~, , ~ ; ,',,~, ~ ~ "
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: ^
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
Environmental Concern (see the top of page 2 for further details), check here: ~] , ~-~.~
II. Applicant Information I r '" ~ ~~
1r.i! ~. r ~1)~il
1. Owner/A_pplicant Information
_ _j -
Name: I ~'~D`MeaS ~.~!~ ~~l fir; ,~ ~[~~r> ~'~ iy.t' ~ ~', i„ c iT`Y y ,.
Mailing Address .~ <l ~.~~~'r<~~ « -~~~~~-~~~rz~f . .
1
Telephone Number: Fax Number:
E-mail Address:
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: ~ V C`Yt n e. ~v " Y~ (~, ~1
Company Affiliation:_(Y ~ ~~~\C.vl Sf~, ~ l~ I~ 1C,(S~Yt rL~
Mailing Address: (~ ~ 13t.-K 155
Telephone Numbe Y, ~ ~= ~5 ~~,~ ~~ Fax Number: ~~-:~ = ~
E-mail Address: Nl ~ < c ~ n ~Y~ ~ ~ r~ ~;~ ~) ~r , ~ , .:. _ ._
Page 5 of 12

1;
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. Plan 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 nroiect: Kn.a E~~~ , ~~ h,,~~ (~, _ ~ `~-~-
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ~ ~,) D l ! I
4. Location
County.' ~,-t ~ ~ ~ k~~ r c~ Nearest_Town: ~. ~ 1~C P etc ~
Subdivision name (include phase/lot number):1~~ }~~!a~,-r,~ ti` -KcJ
Directions to site (include road numbers/na_mes, landmarks, etc.): i~,, ;, ~_ ~,~, f~:': l ~, ~ ~,_~,,, ~~
1`.~ rj~(' '~'i,.~~/ ~ ~ ry~ ~r'tT Dy~ ~~~ ~r'~'V ~ ~ I C'~~r~~. -~ /l~ ~' F~ ~?v,~~
('~ti~-,~("- ~~C . T
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): °N oW
6. Property size (acres):_ O. ~. ;x
7. Name of nearest receiving body of water: ~~ k ~ ~~r~ r r'
~~
8. River Basin: ~ r,~~a
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:!ih2o.enr.state.nc.us/adminim~s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: ~f~~,~P t~ ~ < u r~c~ < <~ {u ~ ~ e ,J ~ ~ ~ ~ i~ ,~ ~,~f-~ ~ ~„ ~ I, ,~ o
,~ ~~ ~,
rl~u_r i`.~_cf'i ~,~ C~6tEP. 'ord.(?-P~~v n~ it~Pr ir~"~~ ~ s 7 ~r~i~ l~}f> ~ ~ ~rn~ 1'~S~w~.n~i~~
1
.[] (~ r CMG ~P.{.
Page 6 of 12

10. Describe the overall proj1ect in detail, including the type/ of equipment to be used:! ~~. s~~ l'
~f'et ,.u G. ~ I (.l; ~ c~a C Jv~C. f °L( ~' . <~~ t-~`P fP ~-,n ~_ ~~G ~ ~ ~. ~ , ~ ~ 4,P Qitwf~r ,.~ :~.,. ~~V o ~i .,~o i . ~, ~r ..
per-(d ~~rti ~4~ e ~--a ~ ~ ~- ~ ~ -
11.Explain the purpose of the proposed work:~~-~,e~.fi ~-;.~,r~1;~ ~ ~r-~~;~.~,~~ ! ch,,,,~~~~
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.. /Un ~. e.
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.
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 i
,.-i'C1 i /`gNV.tnt~;)t^. ~i. r~, (L.3 C~t1Y~~~~~C~i011 ~V~12~ r 1 P.VG'.~i'~r<~ '~~ I ~ I-~ L~r~n PMY>s~ /~ `>~~t ~~ti ~~
2.~.C° Cif%f~~~ ~~~r) ~i~P ~~~!~' ~%! _~,1~.~~~2dr._._ ~c„~~~r' '~'C:.L~,rl(.:~~~, ,..:~~~ rn,..mrz~
Page 7 of 12

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,
se aratel list im acts due to both structure and floodin
Wetland Impact
Site Number

(indicate on map)
T e of Im act
YP P Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-yeaz

Floodplain
es/no Distance to
Neazest

Stream
linear feet Area of
Im act
P
(acres)

Total Wetland Impact (acres) d
3. List the total acreage (estimated) of all existing wetlands on the property:
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 acreage mnlt;nty IPr,ath Y a,;.i+1, *ho.. a:,.:a,. t,_. ~~ «~

Stream Impact
Number

indicate on ma

Stream Name __ _____~ ., ~~. ~.

T e of Im act
~ P -. ~ .vaa wa

Perennial or
Intermittent? •~aY41, W1Va1 X1
Average

Stream Width
Before Im act 1 Y1\1G V YJ,
Impact

Length
linear feet JV~J.
Area of

Impact
acres

Total Stream Impact (by length and acreage)
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred in floodin draina a bulkheads etc
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
a~, I ~~~~~°_ L~.rF~ ~~;~

Total Open Water Impact (acres)
U;,
Page 8 of 12

6. List the cumulative impact to all Waters ~f the i 1 R rec„it;nn frnm rhP „rniart•
Stream Im act (acres)•
Wetland Im act (acres): ~;
O n Water Im act (acres): . p?
Total Irn act to Waters of the U.S. (acres) _
Total Stream Irri act (linear feet): ~
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
If constriction 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 ~,~• «.,rt~ J ,, ~. ~ ~ ~ , ~ ~ , ,_ !,, ~, ;
--~~~
~~
,, /~ __
Ls~~ ,;~ il~.~<-'.~ ~~~ N'+/C" ~f~'(~.c ~S 4~( Ar ~h r'sC "i ^.~o-~^~~{ ~~~~ 1.~~ ~f
~ r ~`
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 l2

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://h?o.enr.state.nc.ushicwetlands/strm~ide 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.
~~~
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:i!h2o.enr.state.nc.us/wr~~/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): ~i
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 ] 0 of 12

IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUst~te/local) funds or the use of
public (federal/state) land? Yes ^ No ~"
2. 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 ^
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 ^
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 cleazly 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 ripazian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC OZB .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffe~iRequirements), 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* I Impact I Multi tier I Required
~~,.,..,.e c e.~ P ~~..----:--
3 (2 for Catawba)
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, Ripazian 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. //,~
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total pro~osed impervious level. J ; M~~,,. ~ r ~, <~ ~~-~; ,. ~ , 2 ;~~ k ~~~ ~ , ~ rte,,,,
1 ~ ~ ~ ~ ,.
XII. SewagcrDisposal (required by DWQ)
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.
L
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer 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) result in addi/ nal
development, which could impact nearby downstream water quality? Yes ^ No L1
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
httn://h?o.enr.state.nc.us/nc~~~etlands. (If no, please provide a short narrative description: `~ i ~~
;~^ ~'Cw~r•.F'~r.~ < ~ ~ ~,ti;~~ ~ ~k~~nr~ 4 f~~1' ~~ ~7fr'9 M i c _ fi'r'Y (~` ~
+ ~tii l ~ti [- -~d ~ r 1`! (t/e ~ f ~~Pr
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance 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 impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
!-.:~ Il c'' t< `'~~ r,~ ~.,i[C ~~~ ,/i _ ;i. r~ I F. r.~„<. ~.~ if ..~. '! rl -`O-~r°i ~ "'i. < he-~ r -f
1 ~~ ~
~- ~~~~
A ' icant/Agent's Signature Date
(Agent's s ature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Rutherford Co, NC -- Printable Map
Rutherford Co, NC
Yage 1 of 1,
~~
7639411
1 ~sa~r~s/
Cake Lure
~f tbtOttt
16348$2
758f
!630113

Parcels
Tax PIN: 1639736
GPIN:0643209135800000
Account No.: 15049050
Owners Name1: ROGERS THOMAS D
Owners Name2: ROGERS VICTORIA A
Address1: 531 FLAMBEAU RETREAT
Address2:
City: MT PLEASANT
State: SC
Zip: 29464
Property Address:
AC_DEED: 0.2
CALC_ACRE: 0.21
No. of Bldgs: 0
Date: 10/25/2005
Deed Bk/Pg: 886/703
Land Value: $191,400
Bldg. Value: $0
Defr. Value: $0
Total Value: $191,400
Sale Price: $500,000
Neighborhood Code: L306
Neighborhood Desc.: RESIDENTIAL LAKE
Property Desc.: FOUNTAIN HEAD POINT
Zoning:
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id 1 &x2=1049390.24&y2=631... 1 /9/2007
__

Rutherford Co, NC -- Printable Map
Map/Blk/Lot: 500 1 29 D
Nbr Land Seg.: 1
Stamps: 1000.00
Land Use:
Township Code: 02
Exempt_pro:
Exempt amt: 0
Flood Plain: N
St_nbr:
St_d ir:
St_name:
St_suffix:
Apt_nbr:
Page 2 of 2
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
http://www.webgis.net Anderson & Associates, Inc. http://www.andassoc.com
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id 1 &x2=1049390.24&y2=631... 1 /9/2007

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WHERE NEW WALL MEETS EXISTING WALLS, DRILL REBAR INTO
EXISTING WALL TO PROVIDE SHEAR CONNECTION TO NEW
WALL. TYPICAL TWO PLACES, 4 BARS EACH PLACE.
FULLY MORTAR
#4 REBAR CON
W/TWO A
#4 REBAR W/
PROTRUDIN
WALL, FUL
#4 REBAR
3 PGS #4 REBAR
DESIGN INFORMATION
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES.
VERIFICATION THAT THESE VALUES ARE MET OR EXCEEDED IS NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.
CONCRETE (IF REQUIRED)
MINIMUM 28 DAY COMPRESSIVE STRENGTH
FOOTINGS 4 WAUS/SLABS 3500 / 3000 PSF
DENSITY 150 PCF
PERFORMING SLUMP 4 INCHES
SOIL
MINIMUM SOIL BEARING PRESSURE 2000 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE 30 DEG
COMPACTED BACKFILL DENSITY
SLIDING GOEFFIGIENT 45u
REINFORCING OF REQUIRED)
ALL REINFORCING STEEL IS TO BE ASTM A6 15 GRADE 60,
FABRICATED AND PLACED IN ACCORDANCE WITH ACI 3 18.
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
IMPORTANCE FACTORS (WHEN RELEVANT)
WIND I .O
SNOW I .O
SEISMIC I .O
DESIGN LOADS (WHEN RELEVANr>
ROOF DL /SNOW 15/20 PSF
FLOOR DL / LL I O /40 PSF
WIND 90 MPH
EXPOSURE CATEGORY C
SEISMIC DESIGN (WHEN RELEVANT)
SEISMIC USE GROUP I
SITE CLASSIFICATION D
SPECTRAL RESPONSE
ACCELERATION SDS 39~9o g, SDI 2 I ~ g
STRUCTURAL SYSTEM MOMENT FRAME
SEISMIC BASE SHEAR Vx= I . I k, Vy= I . I k
ANALYSIS PROCEDURE EQVLNT LTRL FRCS
SEAWALL DESIGN SHOWN BY KIM B. WARNER, PE, LLC, BASED ON GENERAL LAYOUT FURNISHED BY JAY FREEMAN
TABLE OF VALUES
1 ~ IIIL DLNVYIiLI DIIVWIV vrv Inla u~alorv uvA,um~rvl IJ Iv uc i.vrv~l w~,fED DURING
THE 2006-2007 LAKE LEVEL DRAW DOWN PERIOD.
2) CONSTRUCTION SHALL NOT BEGIN BEFORE THE MOISTURE CONTENT OF THE SOIL
UNDER THE NEW FOOTING HAS DRIED SUFFICIENTLY TO PREVENT LEACHING CONCRETE
CONTAMINANTS FROM ENTERING THE LAKE.
3) ALL CONCRETE PLACED BELOW THE 990 FOOT ELEVATION SHALL HAVE BEEN PLACED
SOON ENOUGH TO ALLOW A 28 DAY CURE BEFORE CONTACTING RISING LAKE WATER AT
THE END OF THE DRAW DOWN PERIOD.
4) THE 25 FOOT WIDE TROUT STREAM BUFFER ON THE SHORE SIDE OF THE SEAWALL
SHALL NOT BE DISTURBED EXCEPT IN ONE TWELVE FOOT WIDE PATH REQUIRED TO GAIN
ACCESS TO THE CONSTRUCTION AREA. THIS AREA SHALL BE REPAIRED AND COVERED
WITH PINE NEEDLES OR MULCH UPON COMPLETION OF THE PROJECT.
DESIGN NOTES
SIGNIFICANT CARE HAS BEEN TAKEN TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE AND SATISFY THE DESIGN CRITERIA. HOWEVER, KIM B. WARNER. PE, LLC, WILL
NOT ASSUME LIABILITY FOR ANY DAMAGES DUE TO UNFORESEEN DESIGN LOADS OR SOIL
CONDITIONS THAT WILL NOT SUPPORT 2000 PSF LOADS.
ALL FEDERAL, STATE, LOCAL CODES AND ORDINANCES AND REGULATIONS SHALL BE
CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS RETAINING WALL AND
SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE
VARIANCES OCCUR. CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIPIING ALL
DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE BROUGHT TO THE
.ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
ROCK SEAWALL DESIGN FOR KIM B. WARNER, PE, LLC DATE I -3-07 SHEET
TOM AND VICTORIA ROGERS PROPERTY TYPICAL SECTION 139 COUNTRYWOOD DRIVE, REV 2
FOREST CITY, NC 28043 REV
FOUNTAIN F1EAD POINT @ END OF McBRAYER COURT PE NO 19856
LAKE LURE, NC 28746 SCALE - AS NOTED FREEMAN STONE MASONRY - CONTRACTOR OF 2
VERTICAL FOOTING FOOTING FOOTING FOOTING WATER DRY WALL RIP-RAP
TOP OF NEW WALL APPROXIMATELY FLUSH WITH TOP OF HEIGHT THICKNESS WIDTH COVER DEPTH DEPTH HEIGHT HEIGHT
i^r~~,en r~c~ c~i ~ FVIG.TIAI/` \A//,11 C AT F~(`41 FAlfl

BACK FACE OF
STOLJE WALL
G
n~
VERIFY PROPERTY LINE ON
NORTH END AND JOIN TO
EXISTING SEAWALL
RIP RAP NOT SHOWN
I ~+o'-o"
ESTIMATED LENGTH
SOLID STONE WALL
THIS DRAWING FOR
GENERAL LAYOUT ONLY
EXISTING SHORELINE HAS ERODED AND IS IRREGULAR IN
SHAPE. LAKE SIDE FACE OF RETAINING WALL SHALL FOLLOW,
AS CLOSELY AS IS PRACTICAL, THE SHORELINE AS DEFINED
BY THE TOWN OF LAKE LURE DOCUMENT "LAKE STRUCTURES
REGULATIONS" AND SHALL NOT ENCROACH UPON TOWN OF
LAKE LURE PROPERTY.
JOIN TO EXISTING
SEAWALL ON SOUTH END
L - - - - - - - - - - - - -~ - - - - - - - - - - - - - - - - - - - - - - J
LAKE BOTTOM -PROVIDE 8" I O" MINIMUM THICKNESS,
MINIMUM COVERAGE OF FOOTING 3500# CONCRETE FOOTING
ELEVATION
NO SCALE
DESIGN INFORMATION
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES.
VERIFICATION THAT THESE VALUES ARE MET OR EXCEEDED 15 NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.
CONCRETE OF REQUIRED)
MINIMUM 28 DAY COMPRESSIVE STRENGTH
FOOTINGS tWALLS/SLABS 3500 / 3000 PSF
DENSITY 150 PCF
PERFORMING SLUMP 4 INCHES
SOIL
MINIMUM 501E BEARING PRESSURE 2000 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE 30 DEG
COMPACTED BACKFILL DENSITY
SLIDING COEFFICIENT 45u
REINFORCING (IF REQUIRED)
ALL REINFORCING STEEL IS TO BE ASTM A6 15 GRADE 60,
FABRICATED AND PLACED IN ACCORDANCE WITH ACI 3 18.
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
IMPORTANCE FACTORS (WHEN RELEVANT)
WIND I .O
SNOW I .O
SEISMIC I .O
DESIGN LOADS (WHEN RELEVANT)
ROOF DL /SNOW 15/20 PSF
FLOOR DL / LL I 0 /40 PSF
WIND 90 MPH
EXPOSURE CATEGORY C
SEISMIC DESIGN (WHEN RELEVANr>
SEISMIC USE GROUP I
SITE CLASSIFICATION D
SPECTRAL RESPONSE
ACCELERATION SDS 39% g, SDI 2 I % g
STRUCTURAL SYSTEM MOMENT FRAME
SEISMIC BASE SHEAR Vx= I . I k, Vy= I . I k
ANALYSIS PROCEDURE EQVLNT LTRL FRCS
SEAWALL DESIGN SHOWN BY KIM B. WARNER, PE, LLC, BASED ON GENERAL LAYOUT FURNISHED BY JAY FREEMAN
CONSTRUCTION NOTES
I) THE SEAWALL SHOWN ON THIS DESIGN DOCUMENT IS TO BE CONSTRUCTED DURING
THE 2006-2007 LAKE LEVEL DRAW DOWN PERIOD.
2) CONSTRUCTION SHALL N07 BEGIN BEFORE THE MOISTURE CONTENT OF THE SOIL
UNDER THE NEW FOOTING HAS DRIED SUFFICIENTLY TO PREVENT LEACHING CONCRETE
CONTAMINANTS FROM ENTERING THE LAKE.
3) ALL CONCRETE PLACED BELOW THE 990 FOOT ELEVATION SHALL HAVE BEEN PLACED
SOON ENOUGH TO ALLOW A 28 DAY CURE BEFORE CONTACTING RISING LAKE WATER AT
THE END OF THE DRAW DOWN PERIOD.
4) THE 25 FOOT WIDE TROUT STREAM BUFFER ON THE SHORE SIDE OF THE SEAWALL
SHALL NOT BE DISTURBED EXCEPT IN ONE TWELVE FOOT WIDE PATH REQUIRED TO GAIN
ACCESS TO THE CONSTRUCTION AREA. THIS AREA SHALL BE REPAIRED AND COVERED
WITH PINE NEEDLES OR MULCH UPON COMPLETION OF THE PROJECT.
DESIGN NOTES
SIGNIFICANT CARE HAS BEEN TAKEN TO ENSURE THAT THESE PLANS ARE CORRECT AND
COMPLETE AND SATISFY THE DESIGN CRITERIA. HOWEVER, KIM B. WARNER, PE, LLC, WILL
NOT ASSUME LIABILITY FOR ANY DAMAGES DUE TO UNFORESEEN DESIGN LOADS OR SOIL
CONDITIONS THAT WILL NOT SUPPORT 2000 PSF LOADS.
ALL FEDERAL, STATE, LOCAL CODES AND ORDINANCES AND REGULATIONS SHALL BE
CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS RETAINING WALL AND
SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE
VARIANCES OCCUR. CONTRACTOR 15 RESPONSIBLE FOR CHECKING AND VERIFI'ING ALL
DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
ROCK SEAWALL DESIGN FOR KIM B. WARNER, PE, LLC DATE I -s-o7 srIEET
PLAN ~ ELEVATION 139 COUNTRYWOOD DRIVE, REV
TOM AND VICTORIA ROGERS PROPERTY FOREST CITY, NC 28043 Rev
FOUNTAIN t1EAD POINT, McBRAYER CT., LAKE LURE, NC 28746 SCALE - AS NOTED PE NO 19856
FREEMAN STONE MASONRY -CONTRACTOR OF 2
APPROXIMATE LENGTH OF WALL IS 140 FEET
FOOTING OUTLINE
FRONT FACE OF -~
STONE WALL PLAN V i EUV
NO SCALE

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