20090989 Ver 2_Emails_20130910

Scarbraugh, Anthon
From: Warren Eadus <weadus @quible.com>
Sent: Tuesday, September 10, 2013 11:15 AM
To: Scarbraugh, Anthony
Subject: FW: OVFD retaining wall
Attachments: Final retaining wall designs.pdf
The third sheet is the applicable wall design.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

CONSTRUCTION
ENGINEERING O6 �1aRtr, y.E \�n .,
SERVICES, INC. SHEET NO, OF
P.O. Box 665, Manteo, INC 27954 CALCULATED BY = DATE v—,
[phone]
FAX [phone] CHECKED BY DATE
SCALE
8'x8" P.T. FACE PILE
15' LONG 0 G' c -c —
(0.6 CCA OR 0.23 CA)
2 PLIES OF 1 "x8" P.T. SHEETING
i0' LONG w / JOINTS STAGGERED
NAILED w/ 3" GALV. NAILS
(2.5 CCA)
NOTE: ALL TIMBER TO BE
PRESSURE TREATED
IN ACCORDANCE
WITH AWPA SPECS
AS NOTED ON DWG,
ALL HARDWARE
TO BE HOT DIPPED
GALVANIZED
a6 �C[2a L'iq,,
GAP --01
SEAl
2044E
sy.
TYPICAL SECTION OF RETAINING WALL AT ROAD BESIDE BUILDING
SCALE: 3 /B " -T -O"
0 PRODUCT M7
8' -6" MIN.
='x8" P.T. CONT. GUARD RAILS
• (0.14 CA) ATTACH TO EA. PILE
w/ (2)1/2" GALV. CARRIAGE
jBOLTS
2 °x10" P.T. CONT.
4"x6" CONT.
,
CAP BOARD (0.14 CA)
NEW
TIMBER WALE
/
FIRE
12'LONG %Y/ SHIP
LAP JOINTS
STATION
ro
BOLTED W/ 5/8"
" 2'x6" P.T. FACE BOARD
GALV. 501.75 (TYP,)
ON BACK PACE (0.14 CA)
(0.23 CA)
//
/ �/ _ NEWPAVEDROAD\T�
L 6"x6" CONT. TIMBER
WALE 12' LONG
^ - - --
18" DIA SAND
G
-*
W/ SHIP LAP JOINTS
. I
` BACKFILL
PIPE 5/8" DIA. GALV. TIE
N
BOLTED,,/518"
R0010'LONGN
--o�
GALV. BOL75 (TYP.)/
/ 6' c -c HORIZ.
(0.23(0.23 CA)
I
— � 8 "x8" P.T. VERTICAL
–
��—
DEADMAN 8' LONG AT
FILTER
EA. TIE ROD (0.6 CCA
F
CLOTH
OR 0.23 CA)
8'x8" P.T. FACE PILE
15' LONG 0 G' c -c —
(0.6 CCA OR 0.23 CA)
2 PLIES OF 1 "x8" P.T. SHEETING
i0' LONG w / JOINTS STAGGERED
NAILED w/ 3" GALV. NAILS
(2.5 CCA)
NOTE: ALL TIMBER TO BE
PRESSURE TREATED
IN ACCORDANCE
WITH AWPA SPECS
AS NOTED ON DWG,
ALL HARDWARE
TO BE HOT DIPPED
GALVANIZED
a6 �C[2a L'iq,,
GAP --01
SEAl
2044E
sy.
TYPICAL SECTION OF RETAINING WALL AT ROAD BESIDE BUILDING
SCALE: 3 /B " -T -O"
0 PRODUCT M7

CONSTRUCTION
ENGINEERING
SERVICES, INC.
P.O. Box 665, Manteo, NC 27954
(252) 473 -9733
FAX [phone]
JOB rj- V^'
SHE ET NO.
OF '.
CALCULATED BY DATE
CHECKED BY DATE
SCALE
7 -6" MIN.
-
2 "x12" P.T. CONT,
4'x6" CONT.
CAPBOARD(0.14 CA)�
TIMBER (VALE
12' LONG w/ SHIP
2'x6" P.T. FACE BOARD ��
LAP JOINTS
ON BACK FACE (O.W CA)-,\
NAILED w/10"
\
I / SPIKES (TYP.)
/ (0.23 CA)
NOTE: ALL TI MBE R TO BE
PRESSURE TREATED
INACCORDANCE
WITH AWPA SPECS
AS NOTED ON DWG.
ALL HARDWARE
TO BE HOT DIPPED
GALVANIZED j
N CARC
V,
SEAL
'} 20446
TYPICAL SECTION OF RETAINING WALL AT FOREBAY SWALE
SCALE: 3/6'= 1' -0"
t3
D PRODUCT 207
Qn,�>
,�
;,;
_
\
FILTERS
CLOTH -
5/8" DIA. GALV. TIE
ROD 10' LONG P
/
6 "xG" P.T. HORIZONTAL
6 c -c HORIZ.
DEADMAN 4' LONG AT
/
EA. TIE ROD (0.23 CA)
_
j
2 PLIES OF 1"x8" P.T. SHEETING
G' LONG .1 JOINTS STAGGERED
6 "x6" P,T. FACE PILE
NAILED w/ 3" GALV. NAILS
& LONG P 6' c -c
(2.5 CCA)
(0.23 CA)
NOTE: ALL TI MBE R TO BE
PRESSURE TREATED
INACCORDANCE
WITH AWPA SPECS
AS NOTED ON DWG.
ALL HARDWARE
TO BE HOT DIPPED
GALVANIZED j
N CARC
V,
SEAL
'} 20446
TYPICAL SECTION OF RETAINING WALL AT FOREBAY SWALE
SCALE: 3/6'= 1' -0"
t3
D PRODUCT 207

CONSTRUCTION
ENGINEERING
SERVICES, INC.
P.O. Box 665, Manteo, NC 27954
[phone]
FAX [phone]
10' -6” �- TO BLDG. WALL
z
F
FG. o
\
6 "x6" P.T. HORIZONTAL
DEADMAN 4' LONG AT
EA. TIE ROD (0.23 CA) —�
7,01.
2'x12" P.T. CONT.
CAP BOARD (014
2'x6" P.T. FACE BOARD
ON BACK FACE (0.14 CA) _
GROUND LINE
FILTER
CLOTH
518" DA GALV. TIE
ROD 12' LONG 0
6' c -c HORIZ.
'0B �,"a {srr. ✓i- V „ti .IT* FP� .rn�inr�
SHEET NO. OF
CALCULATED BY L^ c- DATE
CHECKED BY DATE
SCALE
2 PLIES OF 1 "x8" P.T. SHEETING
10' LONG w/ JOINTS STAGGERED
NAILED w/ 3" GALV, NAILS
(2.5 CCA)
NOTE: ALL TIMBERTO BE
PRESSURETREATED
IN ACCORDANCE
WITH AW PA SPECS
AS NOTED ON DWG.
ALLHARDWARE
TO BE HOT DIPPED
GALVANIZED
TYPICAL SECTION OF RETAINING WALL ON E. SIDE OF BLDG.
SCALE: 3/8" = T -0"
t
4'x6" CONT.
TIMBER WALE
12' LONG ./SHIP
LAP JOINTS
NAILED w/ 10"
SPIKES (TYR)
(0.23 CA)
9
m
f
0
in
— 6'x6" CONT. TIMBER
WALE 12' LONG w/ SHIP
LAP JOINTS NAILED w/ 10"
SPIKES (TYP.) (0.23 CA)
G'x6" P.T. FACE PILE
12' LONG P 6' c -c
(0.23 CA)
,cnerbrr, r7
AM? /Z.
c. / F
4tc
20446
.12,13
0 MOUCT 707

Scarbraugh, Anthony
From: Warren Eadus <weadus @quible.com>
Sent: Tuesday, September 10, 2013 11:13 AM
To: Scarbraugh, Anthony
Subject: RE: Ocracoke Volunteer Fire Department
One correction, the wall is not vinyl but wood faced. Same construction though. I will forward the structural
design for your files.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.
From: Scarbraugh, Anthony [mai Ito: anthony scarbraugh(cbncdenr.00v]
Sent: Tuesday, September 10, 2013 11:08 AM
To: Warren Eadus
Subject: RE: Ocracoke Volunteer Fire Department
Warren,
I will incorporate the information into the PCN application.
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environment and Natural Resources
Division of Water Resources— Water Quality Programs
943 Washington Square Mall
Washington, NC 27889
(252) 948 -3924
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 unless the content is exempt by statue or other regulation.

############################################# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ##
From: Warren Eadus [mailto:weadusCcbquible.com]
Sent: Tuesday, September 10, 2013 11:06 AM
To: Scarbraugh, Anthony
Subject: Ocracoke Volunteer Fire Department
Anthony,
Per our discussion, the OCVFD retaining wall will be a conventional pile supported vinyl sheet pile wall with
deadmen etc... We were told by the builder to expect an 18 inch finished wall. Please adjust our PCN
application to reflect thischange. Thank you for your continued assistance.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

Scarbraugh, Anthony
From:
Sent:
To:
Subject:
Attachments:
Thanks.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com
Warren Eadus <weadus @quible.com>
Monday, September 09, 2013 2:40 PM
Scarbraugh, Anthony
OCVFD
Scan078.PDF
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

Scarbraugh, Anthony
From: Warren Eadus <weadus @quible.com>
Sent: Tuesday, September 10, 2013 11:06 AM
To: Scarbraugh, Anthony
Subject: Ocracoke Volunteer Fire Department
Anthony,
Per our discussion, the OCVFD retaining wall will be a conventional pile supported vinyl sheet pile wall with
deadmen etc... We were told by the builder to expect an 18 inch finished wall. Please adjust our PCN
application to reflect this change. Thank you for your continued assistance.
Warren D. Eadus, P.G.
President
Quible & Associates, P.C.
8 Juniper Trail
PO Drawer 870
Kitty Hawk, NC 27949
t 252.261.3300
f 252.261.1260
m 252.202.8166
www.guible.com
ND
LEGAL DISCLAIMER
The information transmitted is intended solely for the individual or entity to which it is addressed and may contain confidential and /or privileged material.
Any review, retransmission, dissemination or other use of or taking action in reliance upon this information by persons or entities other than the intended
recipient is prohibited. If you have received this email in error please contact the sender and delete the material from any computer.

C. Proposed Impacts Inventory, continued
5. Pond or Lake Construction
R and or lake construction ro osed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID
Proposed use or
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
number
purpose of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ Na If yes, permit ID no:
51. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
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 any impacts require mitigation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact (square
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
feet)
(square feet)
or Temporary
required?
61 ® P [IT
SW BMP
Coastal wetlands
® Yes ❑ No
949-
5ii t
B; ❑ P ®T
. Walt
❑ Yes 0 No
± 1311
BJ q P ❑ T
k6f. Wi.L
C a-L wf_-nAo
❑ Yes DrNo
jejV
6h. Total buffer impacts
049' Ig
-8:;r
6i. Comments: Impacts associated with grading for a stormwater dry infiltration basin.
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Page 6 of 11
PCN Form — November 2008 Version
�- 141
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