20220190 Ver 1_More Information Received_20220503

Strickland, Bev
From: John R. Davis, Jr. <[e-mail]>
Sent: Tuesday, May 3, 2022 4:17 PM
To: Barnes, Kyle W CIV USARMY CESAW (USA); Cohn, Colleen M
Subject: [External] Fwd: Waters Edge- rev plans for permitting
Attachments: Waters Edge S1 rev050322.pdf; Waters Edge S3 rev050322.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Kyle and Colleen, The engineers and client were able to revise the project at 6032 Waters Edge Drive to fall within the
limits of the general permits. Please see the attached and let me know if you have any questions or concerns and
confirm receipt. Thanks for your patience with the project. John
John R. Davis, Jr. LSS
Soil Horizons
919-818-5087
www.soilhorizons.net
PO Box 1063
Youngsville, NC 27596
Fax [phone]
http://sites.google.com/site/soilhorizonsinc/
Like us on Facebook! Soil Horizons
Forwarded message
From: David Revoir <[e-mail]>
Date: Tue, May 3, 2022 at 9:10 AM
Subject: Waters Edge- rev plans for permitting
To: John R. Davis, Jr. <[e-mail]>
Cc: <[e-mail]>, Bobby Joyner <[e-mail]>
John- Revised plans for environmental permitting attached. Areas of the dock/boathouse are shown on bottom left of
sheet S3, and are below the new general permit maximum thresholds.
Let us know if you have any concerns about this getting approved....
i

THANKS!
David C. Revoir, PE
Appian Consulting Engineers, PA
154 Roundabout Court/ PO Box 7966
Rocky Mount, NC 27804
www.appianengineers.com
252.972.7703
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NOTES:
1. MINIMUM FLOOR JOIST SIZE = 2x6 a� 16" O.C. LARGER
JOISTS MAY BE USED AT CONTRACTORS OPTION.
2. NAIL SECURELY LAPPED FLOOR JOISTS.
LEGEND
. INDICATES 6x6 PT PILE
SOLID THRU TO ROOF
® INDICATES 6x6 PT PILE
STOPS BELOW FLOOR DECKING
1 6 DENOTES MAXIMUM PILE AXIAL DESIGN LOAD
(D L) IN KIPS (1,000# = 1K)
C4 DENOTES BOLTING 1
CONNECTION DETAIL.
INDICATES X-BRACING BAY
JH SIMPSON GALVANIZED JOIST HANGER
DG DROP GIRDER - TYPICAL
D.F.J. DOUBLE FLOOR JOIST
CONNECTIONS TO BE 5/8" DIA. GALV.
AB (C4) UNLESS SHOWN OTHERWISE.
ALL BOLTS TO BE 5/8" DIA. HDG
UNLESS SHOWN OTHERWISE
MAXIMUM BOAT WEIGHT = 4,000 LBS.
OR BOAT LIFT CAPACITY,
WHICHEVER IS LESS.
IT IS RECOMMENDED CONTRACTOR
POST LIMIT AT BOAT HOUSE.
DUE TO THE CORROSIVE NATURE OF THE PRESENT
PRESERVATIVE TREATMENT, STAINLESS STEEL
FASTENERS AND PLATE CONNECTORS ARE STRONGLY
RECOMMENDED OVER HOT DIP GALVANIZED. CURRENT
PRESERVATIVE TREATMENT (ASQ OR CA) IS 2 TO 3 TIMES
AS CORROSIVE AS THE FORMER CCA TREATMENT
FORMULATION (USED PRIOR TO 2003).
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
Date:
RECORD DRAWINGS:
These drawings are believed to be a correct
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTRUCT10N SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTWG CONDITIONS:
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
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BLN = C0562
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Rocky Mount, N.C. 27804 6
Phone: [phone]
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