20101020 Ver 1_More Info Received_20101221

FW: Toxaway - Johns Boat Dock Page 1 of 3
FW: Toxaway - Johns Boat Dock
Dennison, Laurie
Sent: Wednesday, December 22, 2010 7:17 AM
To: Strickland, Bev
Attachments: A001 PERSPECTIVE VIEWS.PDF (2 MB) ; A101 SITE PLAN.PDF (2 MB) ; A201 FOUNDATION PLAN.PDF (408 KB) ;
A401 ELEVATIONS.PDF (871 KB) ; A501 SECTIONS.PDF (320 KB)
I've printed out the email but not the drawings
L-
From: Terry Allen [mailto:[e-mail]]
Sent: Tuesday, December 21, 2010 6:58 PM
To: Barnett, Kevin; 'Terry Allen'
Cc: 'Crumbley, Tyler SAW'; McHenry, David G.; 'Ian McMillan'; Dennison, Laurie; Edwards, Roger; Boyer, Janet;
Koontz, Charles; Wait, Jeff; [e-mail]
Subject: RE: Toxaway - Johns Boat Dock
Mr. Barnett:
I have copied your comments below along (shown in italics) with my responses in RED.
Please give me a call or drop me an email if you need additional information:
Needs location map and driving directions. - As I mentioned in a previous email, I
have mailed you a large copy of the Lake Toxaway Estates Map (copies also mailed
to Mr. Crumbley & Mr. McHenry). All the street names and lot numbers are shown
on this map. Included with the map is a Project List that identifies all the projects
that I am currently working on along with the corresponding Lot Numbers. Each Lot
Number can be found on the Map. Please consider the Map the "Vicinity Map" for all
my Toxaway Projects.
• Linear footage of seawall to be installed. -132 LF
• What are "river slicks"? Will this be a "fill"? - River slicks are smooth stones. This
will be the fill.
• As this is all new work in trout buffer, trout buffer waiver? - I have discussed this
with the Owner and the Contractor. They are aware of the requirements. Dr. Johns
will decide if he wants to scale back the project to 10% disturbance.
• No construction detail for new seawall. Interstitial spaces for habitat? Material? -
See Attached drawings, prepared by others.
• Are there eroded banks onsite to justify need for seawall? How tall is existing
shoreline bank? - No eroded banks. Seawall needed to protect property and
support structure. Wall Ht varies to 7ft +/- at upper end of boathouse. The NC
Building Code will apply to the seawall work in addition to DWQ & CE requirements.
• Character boulders. 0.02 acres? Plan view detailing this? Size of character
boulders? - See Attached drawings, prepared by others.
Thank you.
https://mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vH VR... 12/22/2010
FW: Toxaway - Johns Boat Dock Page 2 of 3
Terry Allen, PE
T.E. ALLEN ENGINEERING, PC
P.O. Box 103
Rosman, NC 28772
828-877-4883
828-553-3004 Cell
From: Barnett, Kevin [mailto:[e-mail]]
Sent: Monday, December 20, 2010 1:37 PM
To: Terry Allen
Cc: Crumbley, Tyler SAW; McHenry, David G.; Ian McMillan; Dennison, Laurie; Edwards, Roger; Boyer, Janet;
Koontz, Charles; Wait, Jeff; [e-mail]
Subject: Toxaway - Johns Boat Dock
Good Afternoon Mr. Allen:
I am reviewing the Michael and Trina Johns Boat House and Seawall application andneed some clarification on
this application.
• Needs location map and driving directions.
• Linear footage of seawall to be installed.
• What are "river slicks"? Will this be a "fill"?
• As this is all new work in trout buffer, trout buffer waiver?
• No construction detail for new seawall. Interstitial spaces for habitat? Material?
• Are there eroded banks onsite to justify need for seawall? How tall is existing shoreline bank?
• Character boulders. 0.02 acres? Plan view detailing this? Size of character boulders?
I will need the above information to process this application.
Best regards,
kevin
" IF YOU INSTALL UNNATURAL GRADE CONTROL, THE STREAM WILL ATTEMPT TO TAKE IT OUT" David
Derrick
Kevin Barnett - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
https://mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 12/22/2010
FW: Toxaway - Johns Boat Dock
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https: //mail.nc. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR..
Page 3 of 3
12/22/2010

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DATE AUGUST 23, 2010
D WING INDEX
L A001 ;PERSPECTIVE VIEWS L
A201 FOUNDATION PLAN
A202 'MAIN FLOOR GENERAL PLAN Pao~ECT No. 1012 ©2alo
A203 MAIN FLOOR DIMENSIONED PLAN TITLE
A204 ;ROOF FRAMING PLAN PERSPECTIVE VIEWS
A401 ',ELEVATIONS
A501 SECTIONS
M A701 DETAILS SHEET No.
A702 DETAILS
E101 MAIN FLOOR ELECTRICAL PLAN
S1 SITE PLAN A001
1 2 3 4 5 6 7 8 9 10 1 11 1 1 1 1 1

1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 ~ a
0
M
Genera Notes o
LOT ND. ~3 A WILSON M. CRRIER I. DO NOT SCALE FROM DRAWING. A
D~B~ 481, PRGE 449 M 2. CONFIRM LOCATION AND ELEVATION OF SURVEYOR'S BENCHMARK.
P~B~ SEIDE 156 m 3. LAYOUT SITE ELEMENTS IN THE FIELD PRIOR TO CONSTRUCTION AND ~
THE iBM ISAiHE TUP EXIST. SEA WALL OBTAIN LANDSCAPE ARGHITEGT'S APPROVAL PRIOR TO PROCEEDING. Q
UE THE 1/2 1PE Ai AN ASSUMED ELEVATIUN NEW SEA WALL 4. ALL DIMENSIONS ARE TO FADE OF CURB, WALL OR EDGE OF ~
TREE IDENiIEICAiIUN UE 301315 PAVEMENT UNLESS OTHERWISE NOTED ~
SU SPANISH UAK 5. CONTACT LANDSCAPE ARGHITEGT IMMEDIATELY IF LAYOUT CONFLICTS ~ ? ~
BU BLACK URK " NEW KAYAK WU WHITE UAK 11~ IPP DoGK OR AMBIGUITIES ARISE. ~
CU CHESTNUT UAK TREE TO BE REMOVED 6. GRADING CONTRACTOR SHALL MEET WITH LANDSCAPE ARGHITEGT ON B
B WP WHITE PINE 12" WHITE PINE ~ RELOCATE EXIST. SPIGOT SITE TO REVIEW CLEARING, DEMOLITION AND GRADING PRIOR TO
YP YELEUw PINE ~ ~ PUMP BP BLACK P[NE DRY-STACKED STONE HpUSE ~ NEW LOCATION TO BE 2
/ 1 0 HI HICKURY _ ~ VERIFIED IN FIELD 5 I WALL (TYP.) ~ ~ STARTING WORK.
BG BLACK GUM l~ , HE HEMEUCK ~ DEMOLISH EXIST. 7. ANY EXCESS MATERIAL REMAINING FROM PROJECT EXCAVATION } V
SW SUURWUUD 3 BARRIER PENCE TYP. ~ BOAT DOCK SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. Q Z
M MAPLE / 12/ WP SPIGUi 8. MATCH PROPSED GRADES SMOOTHLY WITH EXISTING GRADES.
P PUPULRR 5-I I, ~ ~ I , THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ~ }
BUILDING DURING ALL PHASES OF CONSTRUCTION. X Z
~oe~ T ~ ; Q~ ~ ~ ~ 10. ALL HORIZONTAL ROOF DRAIN PIPE TO BE 6" SGH. 40 PVC. UNLESS O ~
C ~ x: ~ I t 7ix INDICATED OTHERWISE ON THE DRAWINGS. EXTEND OUTLETS OF ALL ROOF C ~ 0
i ~ ~ 1 DRAINS AND STORM DRAINS AND DAYLIGHT THROUGH THE SEAWALL W V
1 ~ , ~ ~ ~ I~ 1 COORDINATE EXACT DAYLIGHT LOCATIONS 1N THE FIELD. ~
TREE TO BE RE OVED ~ - ~ NUTE ~ THE WRIER LINE IS II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND Q
14" SRANISH o ~ THE PRUPERTV LINE / 18.0 °1 ~ PROTECTING EXISTING UTILITIES AND STRUCTURES UNTIL ALL J Z
1 ~ ~ ~ i CONSTRUCTION 15 COMPLETE. THE CONTRACTOR SHALL REPAIR OR PAY N j
TR E TO BE REMOVED 1 `BOAT HOUSE 1 " ,1 12" WHITE OA}~ / w E EV. TO ~ 1' - - FOR ALL DAMAGES MADE TO EXISTING FACILITIES AND STRUCTURES. # J
L ,lam ~ - ~ / SEAW ~ 12.0+/- ~ 12. THE CONTRACTOR SHALL EXTEND ALL REQUIRED UTILITIES (WATER, ~ }
~ l ~ (P / / NEW BOAT DOCK OUNDATI~N DRAI I / ~ ~b SEWER, GAS, ELEGTRIG, TELEPHONE, GABLE TV, ETC.) IN COORDINATION O N
~ 1 ~ 12' WiDE PER WALK PANEL FR 1 / ~ WITH UTILITY COMPANIES, LAKE TOXAWAY GO. AND LANDSCAPE D J Q
/ / ARGHITEGT. ~
~ ~ ~ ~ ~ . ~ ~ REMOVE TOP COURSE OP WA ~ ~ ~ ~ ~ ~ LL M 1 ~ ~ ADD NEW STONE APRON ABOVE 13. GALL LANDSCAPE ARGHITEGT IMMEDIATELY IF ANY PROPOSED OR ~
1 I I j A ,J -APRON TD MATCH EXISTING GRADE EXISTING CONDITIONS CONFLICT WITH UTILITIES.
~ ~ ~ RAIN IN ET TYP ~ ` 14. EROSION CONTROL MEASURES ARE GENERAL IN NATURE. d
4 ~E NOTE I6 -THIS SHEE~ 14.0~~ ~ CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL MEASURES A5 REQUIRED =
( S-1 ICE: 13.0 I+/- j ~ ~ ~ 120 ~ +12:0. CMERRy ~ `
i ! l . 1 ~ ~ ~ TREf:~ ~ ~ ~1~.~. TO PREVENT ON- OR OFF-SITE RUNOFF AND EROSION. N
I ~ I TW:13:5 :t/- TREE TO BE REMOVED ~ EXIST. 5TEP5 „ 15. INSTALL TEMPORARY VEGETATION ON ALL DISTURBED AREAS WITHIN 15 Z
E l 1 10 CHERRY WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER, E
R ~ i CK ~ I AFTER COMPLETION OF ANY PHASE OF GRADING. 0 N ~
~ l5" WU ~ ~ 1 ~ , . CHARACTER BOULDERS " ~ / ~ _ TO DELINEATE SWIMMING AREA 16. ALL YARD DRAINS SHALL BE NDS 12 INCH GATGH BASINS WITH ~ r „ 0
15WU ! / j ~ ` • / BLACK PLASTID ATRIUM GRATE. ADD RISERS A5 NECESSARY TO MEET INLET Y ~ ~
8r - r SWIMMING AREA s. ELEVATIONS. V N w
" f ~ +.13.0. SC -ADD I" RIVER SLICKS _ _y.. r ~ 11W 17. THE CONTRACTOR SHALL PROVIDE FINISHED GRADES AS SHOWN ON m z ~
l ! THE PLAN WITHIN A I/2" TOLERANCE. ~ _ ~
1 ~ ~ 18. ALL TREES, UNDERSTORY AND OTHER VEGETATION TO REMAIN 0 O ~
I i ! l SHALL BE PROTECTED FROM INJURY DURING ANY LAND CLEARING AND = Q I
~ F ~ ~ ~ SWIMMING 5TEP5 l.. ~ I CONSTRUCTION PROCESS. F ~ ~
1 ~ S-I J ~ la. THE CONTRACTOR SHALL NOT PARK VEHICLES, STORE MATERIALS I Q
1 ~ ( 1 j:.. OR TRENCH WITHIN THE DRIPLINE OF TREES TO REMAIN, OR WITHIN ~ ~
l / 1 BARRIERS PROTECTING ANY VEGETATION TO REMAIN. o Q
~ +13.0 SOT N0. a, / 1 ~ ~ + 20. THE CONTRACTOR SHALL NOT CAUSE OR ALLOW THE GLEANING OF z a
EQUIPMENT, STORAGE OR DISPOSAL OF MATERIALS SUCH A5 PAINTS, o
SOLVENTS, ASPHALT, CONCRETE, OR ANY MATERIAL THAT GAN DAMAGE ~ Q Q
THE HEALTH OF VEGETATION WITHIN THE DRIPLINE OF PROTECTED ~ > w
i l 1 ~ VEGETATION. w ~
G 1 ~ ~ 2 DRY- TACKED 5T0 ~ 21. SEE ARGHITEGTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS. I m ~
~ -I WALL TYP.) ~
1 ~ ' ~ ~
1 ~ ~
1 ~ ~ 1 ~ ATRIUM GRATE ~ w °D w
1 1 1 ~Q ~ FINISHED GRADE ~ ~ °D ~ N
1 0 1 2
1 ~ "M '/~r/~ ~ ~ ii Z M
ATTACH PIPE PER ~ = ~ Q ~
1 H i ~ MANUFACTURERS I 12"X12" HOPE PRECAST H ~ N
RECOMMENDATION - ~ - - BOX ~ ~ ~ - - ~ w
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LOT ND. 21 ~ M OD
/ EDWIN R. RICE - - W
~ D.B. ~3~, PRGE X46 ~ P.B. PAGE 156 ~ Q ~a
~f59o COMPACTED 5UB6ARDE. o =
4 DRAIN INSET ~ Q U Qu o -
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0 10' 20' 40' S-1 SCALE: NTS Q ~ d a
BRING FINISHED
STONE TYPE AND SIZE TO BE GRADE FLUSH WITH ?''~~H I i ~ ~i ~~-~nt~:rt'a,~
SCALE : 1 "=1 O'-O" APPROVED BY LANDSCAPE TOP OF WALL. ARCHITECT ~ ~ : ~c- c ~ r ~ 1~: t
f'r crF;r. r,~o ~ ~ t
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~ - - -
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- FLAGSTONE 5TEP5 ~ ~ = _ 6 0 6" RISER X 12" TREAD ~ _
SEE SITE PLAN ~ - - - ~ 3/4" ROPE, SECURE ~ ^
- - 5EA WALL w - - - WITH NAILS c/U F. P f~~ ~
~
- -I WOOD P05T, SET ~J. ~ f TRUE AND PLUMB ' • ~
K USE NATIVE SOIL TO K t~~~~.
_ _ SEAT ROCKS fit: );.1
. I I-III I I1 I I=1 11= _ #57 STONE, MIN. 6" ~ - - - - ` ~ ~ ~ ~rJ~i
~ - - = WIDTH - - I
- FILTER FABRIC
I- - - - „ DATE AUGUST 26, 2010
- ~ - ~ ' ' ~ 616Ai°HWN~O~~'~I V~uh~~lll'~9~WVi16161u1116111uWMlidil611 WIi161Ml11 116dIMVVI lldl~ 6111R~MIillil611 W6161MIII i1616MVVIh16N~VINI i1616NNV161611NIIINNi161hIY IiIIiIIII~YHiIIiIIVNY IIV IVNr~ Y~IIi~ YIi1161N1 I HINISHED GRADE
I- -1 I I- - _ -1 11- I -1 I I-i I - -1 I III - -
? - I - I - 1- - -I - - - _ - ~ II III III 1111111 RN6ER RANTER SVRVEVING
- - - - - ~ - L - - - _ = II IIIIIIIIIIIII: i L 111111 II II I I II = ~ ~
' =I I = _ I - ~-I I - 1-_-_ 1= I_ I I_-_I I -I - II III III-
- - -III-III-III-III q5% COMPACTED I I I ' ' ' SUB GRADE III I III
LAKE LEVEL SUf VPyPd )3y ~ PROJECT NO. 1012 ©2010
E. ROGER RRXTER, N~C~ PLS L-2938 TITLE
2 DRY-STACKED STONE WA~~ -<18" 3 BARRIER FENCE 1 SWIMMING STEPS R FENCE llOR~ ILV E S~ FERN OR~(C 128~~ SATE PAN
S-1 SCALE: NTS S-1 SCALE: NTS S-1 SCALE: NTS ~ TS LRKE 10XRWRY, N~C~ X8741
PUf1ML ~ (R?R 1 9~~-d7gq
E-MAIL erraxter@hotmalkom
M DATE DRAWING NUMBER M SHEET NO. JULY 30, 2010 100312
A101
1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16

1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 ~ a
GENERAL NOTES -FOUNDATION °
1. CONSTRUCT CONCRETE SLAB(S)-ON-GRADE 4" o
THICK, REINFORCED WITH 6X6, W2.9 X W2.9 WWF o
A IN FLAT SHEETS OVER VAPOR BARRIER A
OVER 4"CRUSHED STONE BASE. ~
2. FOUNDATION WALL DETAILS REFERENCED ARE ~
BASED ON HEIGHTS AND UNBALANCED FILL ~
CONDITIONS INTERPRETED FROM SITE PLAN Q
ANDAVAILABLESITE SURVEY INFORMATION.
CONTRACTOR SHALLVERIFY FIELD CONDITIONS ~ ' ~
OF BOTH WALL HEIGHTS AND HEIGHT OF UNBALANCED FILLAND CONTACTARCHITECT IF ~
AMBIGUITIES ARISE. LIMITS OF MAXIMUM WALL B ~
B HEIGHTAND MAXIMUM UNBALANCED FILL
SHOWN AT EACH DETAIL SHALL BE STRICTLY
OBSERVED.
3 3. EXTERIOR MASONRY WALLS AND INTERIOR Q Z PARTITIONS SHALL BE BRACED DURING
A401 CONSTRUCTION UNTIL STRUCTURAL }
COMPONENTS ARE PERMANANTLYCONNECTED. Q ~
BRACING SHALL BE PROVIDED FORALL X Z
MASONRY WALLS AND PARTITIONS IF THE ~ ~
C 1 UNSUPPORTED HEIGHT OF THE WALL EXCEEDS C ~ 0
A501 4 FEET. W V
4. GROUT SOLID ALL CELLS BELOW FINISHED Y Q
GRADE. J Z
N Q
PRECAST WALL PANEL N ~
ABOVE, TYP. # }
H
D
2 2 2 ~ ~Z
A501 18'-3112" A501 A501 Q
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DATE AUGUST 23, 2010
L L
1
A401 PROJECT N0. 1012 ©2010
TITLE
FOUNDATION PLAN
M SHEET NO.
M M1 FOUNDATION PLAN
1/4" 1 1-011
A201
1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16

1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 ~ a
0 M
f
O f
O
A A
N
7
7
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L
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RIDGE VENT RIDGE VENT
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BOARD A7o2 a~
& BATTEN - Xz
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C ~ ~ ~ = ~ _ -,r TIMBER BEAM L
i- ;rTIMBER BEAM ~ ~ i i= ~ w U
- o - - TIMBER BRACE ? - ~
- TIMBER BRACE ~ ~ TIMBER POST = STONE _ ~ ~ Q
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- STONE TIMBER POST RETAINING n ~ }
RETAINING WALL BEYOND - ~
WALL BEYOND ~ - ~ ~ - EXISTING - -
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BEYOND ' ~ ~ ~ DOCK ~ ~ ° ~ - - -r ANEW SEAWALL - - ~ 1~~ -,r ~ ~y NEW SEAWALL WALL BEYOND
~ DOCK DOCK
~I ~ II a
APPROX.
APPROX. WATERLINE WATERLINE
z
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W
U N ' Q ~
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F F Q= U U
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TIMBER BEAM 2
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VE
_ _ WALL L -
_ ~ - STONE !BEYOND AND- STONE KNEE WALL BEYOND TIMBER POST I i
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= A~,,~ ~ - _ - ~ i, - ~ s-
;f - _ i - ~ , ~ ~ f ~ cr.F.r.r,o ~ ~
~ ~a i RETAINING J =k ~~331~1 }
RETAININ WALL BEYOND WALL BEYOND I ~ f = DOCK NEW SEAWALL ~ ;a° '
DOCK '`~~~~A D~~'
APPROX. WATERLINE ~ ~ ~
c/UFP~
,'h'-~~~r,o~;~~~~1,''`F
K f~ ~ r, ~
DATE AUGUST 23, 2010
L ON ~
PROJECT N0. 1012 ©2010
TITLE
ELEVATIONS
M SHEET NO.
M
A401
1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16

1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16 ~ a
0 M
f
O f
O
A A
N
7
7
Q
RIDGE VENT ~ ?
B 12 B
~4
TOP OF BEAM 2x FRAMED ROOF } U TOP OF PLATE ~ Z
2x FRAMED ROOF
STONE VENEER STC STONE VENEER F- 2x FRAMED PARTITION ~ ~
WALL, BEYOND XZ
PRECAST' PRECAST WALL PANEL ~ Q ~
C PRECASE WALL PANEL (V N
~ ~ GRADE N 0 w U
GRADE ~ 2x FRAMED PARTITION WA ~ Y
as
STONE LEDGE STONE FLOOR ST ST NELEDGE ~ ST NE FLOOR J Z
NEW DOCK N Q
4" CONC. SLAB BEYOND N ~
GRAVEL FILL I G AVEL FILL ~ 4" NC. SLAB TOP OF SLAB ~ }
D HEAVY BLOCK SEA WALL ~ ~ pZ
Q
OC
APPROX. WATER LINE
a
z
APPROX. GRADE
E E 3
0 N ~
~ 0 Y
U N W
1 1 BUILDI G SECTION 2 2 Bl 2 2 BUILDING SECTION Q
114" = 1'-0" 114" = 1'-( 114" = 1'-0" m z
- U J W
0 ~ ~
2
F F Q= U U
I Q
H ~ ~ ~
0 Q
Z J a
0
~ x
Q Q
w ~ Z 'W
G G I 07 M
O ~
H ~
Q W pp W
~ N Z
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RIDGE VENT u r a ~
H N fl ~ M H ~
W ~ 12 ~ 3
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J M N M OD
TOP OF BEAM O W a Q
HOIST BEAM BEYOND w
I ~ o U Q
Q ~ aQ N
r
i ~ _
~y I ~ •
STONE FLOOR A?~~~~
f a:F;r.r,~o ~ ~ 4" CONC. SLAB
J TOP OF SLAB ~ I`-
~~'1 f
CE ~'~Gti'T7 TIC HEAVY BLOCK SEA WALL
APPROX. WATER LINE _ _
E
r,,r,
'J I ti~ ~ ~ 1 ~
K
APPROX. GRADE ~ )
DATE AUGUST 23, 2010
L L
PROJECT N0. 1012 ©2010
3 3 Bl 3 3 BUILDING SECTION TITLE
1l4" = 1'-0 v4° _ ~'-o° SECTIONS
M SHEET NO.
M
A501
1 2 3 4 5 6 7 8 9 10 1 11 12 13 14 15 16