20191343 Ver 1_More Info Received_20191122

Strickland, Bev
From: David Odom <[e-mail]>
Sent: Friday, November 22, 2019 10:37 AM
To: Annino, Amy M
Subject: FW: [External] RE: DWR 20191343 Camp Lurecrest Ministries, Inc Shoreline
Stabilization - Additional Information required
Attachments: 19135 - CAMP LURECREST MINISTRIES -BASE - REV 4.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Good morning Amy. I have attached a drawing that shows the dimensions and area of the stone at the toe of the sea
wall.
As for your second comment, there is currently a wooden wall in place that we are replacing. There is a lot of activity in
this area with kids when camp is in session. Concrete is certainly more desirable than a wooden walk. We did work with
Stan to add some trees for additional shading of the area to minimize water temperature increase. To be honest, it is
such a small amount of surface area there is no way that the temperature of the lake will increase by any measurable
amount due to this project We believe the additional shading is the best solution.
Dave
From: Pete Dickerson <[e-mail]>
Sent: Thursday, November 21, 2019 2:34 PM
To: David Odom <[e-mail]>
Subject: FW: [External] RE: DWR 20191343 Camp Lurecrest Ministries, Inc Shoreline Stabilization - Additional
Information required
From: Annino, Amy M <[e-mail]>
Sent: Thursday, November 21, 2019 10:11 AM
To: Pete Dickerson <[e-mail]>; David Odom <[e-mail]>
Cc: Aiken, Stan E <[e-mail]>; Brad L. Burton <[e-mail]>
Subject: RE: [External] RE: DWR 20191343 Camp Lurecrest Ministries, Inc Shoreline Stabilization - Additional Information
required
Pete,
Thank you for providing the additional information requested by the Division of Water Resources. I have two additional
comments.
• Please provide the dimensions and square footage of the proposed rip rap that will be placed at the toe of the
proposed sea wall.

The Division is concerned how the proposed concrete sidewalk and concrete pad may potentially impact surface
water quality in Lake Lure (Class B; Tr). The concrete sidewalk and pad will add impervious surface at the lake's
edge within the Trout Buffer and will contribute stormwater runoff directly to Lake Lure that may pose a risk of
increasing water temperatures. The use of pervious materials along walkways and in the rope swing area, such
as a wooden boardwalk or mulch, would be preferable to the use of concrete as a means to maintain surface
water quality in Lake Lure. Would project objectives still be met with the use of pervious materials along the
walkway and at the rope swing pad adjacent to Lake Lure?
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.anninoa-ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
Nothing Compares. ...
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Pete Dickerson <[e-mail]>
Sent: Friday, November 15, 2019 10:14 AM
To: Annino, Amy M <[e-mail]>; David Odom <[e-mail]>
Cc: Aiken, Stan E <[e-mail]>; Brad L. Burton <[e-mail]>
Subject: [External] RE: DWR 20191343 Camp Lurecrest Ministries, Inc Shoreline Stabilization - Additional Information
required
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Amy —
Thank you for your review and comments of the Camp Lurecrest Ministries Shoreline Stabilization project. We have
revised the base work plan based on your review, and attached a PDF of the drawing (Revison 3). Further responses to
your comments are included inline, in red font below. We believe we have addressed all of your department's concerns
regarding this project and are hopeful that your approval will be forthcoming — please let me know if any additional
information is needed.
Thank you and Kind Regards,
Pete Dickerson
Odom Engineering PLLC
169 Oak Street
Forest City, NC 28043
828-247-4495 ext. 0, voice
[e-mail]

From: Annino, Amy M <[e-mail]>
Sent: Friday, November 15, 2019 8:28 AM
To: Pete Dickerson <[e-mail]>; David Odom <[e-mail]>
Subject: DWR 20191343 Camp Lurecrest Ministries, Inc Shoreline Stabilization - Additional Information required
The Division of Water Resources (Division) has performed a preliminary review of a 401 Water Quality Certification
application submitted for the above referenced project. The Division has determined that your application is incomplete
and cannot be processed. The application is on -hold until all of the following information is received:
1. Please clarify whether the proposed concrete seawall will replace the existing bulkhead in the same footprint or
if there will be any extension of land and resultant fill into Lake Lure. The Proposed Seawall will replace the
existing wooden bulkhead footprint with no extension of land or fill into lake Lure.
2. What is the extent and purpose of the proposed use of sandbags in the lake (location, linear feet, etc.) at the toe
of the seawall? Please provide a justification for using sand bags at the base of the proposed concrete seawall.
Duke Energy Shoreline Management Guidelines (attached) recommend using Class B rip rap or larger. If sand
bags must be used, please provide a sheer strength analysis. Please see current revision of drawing, references
to permanent sandbags have been replaced with specification of 6" to 9' nominal size rounded stone for
protection of the seawall in swim areas.
3. The detail drawing indicates rounded stone will be used at the toe of the seawall in some locations (Retaining
Wall Detail 135). What is the extent and location of this impact? Please indicate what size stone is being proposed
and if it will be comparable in size to Class B rip rap. If stone is to be of smaller size of Class B Rip Rap, please
provide a sheer strength analysis. The stone size specified is comparable to class B riprap. Rounded stone is
specified in the swim areas to reduce the potential for injuries to swimmers, which would be expected to be
higher with specification of sharper and more angular riprap stones.
4. Per Water Quality Certification 4145, Rip -rap shall be installed waterward of bulkheads to ensure protection of
aquatic habitat. 15A NCAC 02H .0506(b)(4). Please revise the drawing and application to include appropriately
sized rip rap along the extent of the proposed seawall. The drawing has been revised to show rounded stone of
comparable size to class B riprap in lieu of rip rap in the swim areas, full extent of the proposed seawalls.
Provide information regarding the extent of impacts associated with applying rip rap to the shoreline at the
waterslide. Include information as to the rip rap footprint both above and below the full pond level (ex. Above:
35' x a'; Below: 35' x b'). Riprap at slide area to be approximately 35' L x 2' W (70 sf) below full pond level, and
approximately 40' W x 8' L (320 sf) above the full pond level.
6. All rip -rap should be installed over a toed in filter fabric to prevent soil erosion behind the stabilized area. Please
revise your plans to include filter fabric. [15A NCAC 02H .0507 (c)] The drawing has been revised to show toed in
filter fabric in riprap and rounded stone areas.
Pursuant to Title 15A NCAC 02H .0502, the applicant shall furnish all of the above requested information for the proper
consideration of the application. If all of the requested information is not received within 45 calendar days of receipt of
this email, the DWR will be unable to approve the application and it will be returned. The return of this project will
necessitate reapplication to the DWR for approval, including a complete application package and the appropriate fee.
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources

828 296 4656 office
amy.annino(a-)ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
0.1`�
of inn Compares. ..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

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CONSTRUCTION.
RETAINING WALL WITH SIDEWALK DETAIL
SCALE: 112" = 1.0'
TOW 993' CONTOUR
WATERLINE 990.50'
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ROUNDED 5
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RETAINING WALL DETAIL
SCALE: 112" - 1.0'
EXISTING GRADE
NOTE: WALL WAS DESIGNED FOR AN
ALLOWABLE SOIL BEARING PRESSURE
OF 2,000 PSF. GEOTECHNICAL
ENGINEER SHALL VERIFY ALLOWABLE
BEARING PRESSURE PRIOR TO WALL
CONSTRUCTION.
(TOE IN)
�� SHORELINE RECLAIMATION
(NOT TO SCALE)
NOTE:
EXISTING SHORELINE = 2 15 LF
NEW SHORELINE = 227 LE
85 LF OF NEW SEAWALL (SOUTH AREA)
35 LF OF NEW SHORELINE (WATER SLIDE/RIPRAP AREA)
107 LF OF NEW SEAWALL (NORTHEAST AREA)
80' LE (TOTAL) OF D50=9" ROUNDED STONE FOR
IPRAP (APPROX. 360 SO. FT.)
WATERS Of
LAKE LURE
SIDEWALK/WALKWAY
CONCRETE STEPS
WIDTH VARIES
ELEVATION
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SCALE: 112" = 1.0'
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RIP RAP
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NOTES:
ALL WORK TO BE PERFORMED "IN THE DRY"
DURING LAKE DRAW -DOWN.
NO EQUIPMENT PERMITTED IN THE WATERS OF LAKE LURE
CONTRACTOR TO PROVIDE SURVEY AND STAKING OF PROPERTY LINE AT
LAKE SHORE.
RIPRAP MINIMUM SIZE, 8" NOMINAL
NO PLASTIC MESH MATTING PERMITTED BELOW ELEVATION 995'
EXISTING TREES TO BE PRESERVED WHERE POSSIBLE. TRIMMING MAY BE
NECESSARY IN AND AROUND NEW SEAWALL.
CONSTRUCTION SEQUENCE:
1. WAIT FOR LAKE DRAW -DOWN.
2. HAVE DISTURBANCE LIMIT AREA MARKED FOR CONTRACTORS.
3. DEMOLITION AND REMOVE EXISTING FAILING WOODEN SEAWALL AND
BOARDWALK DOWN TO FOUNDATION. REMOVE EXISTING POSTS.
4. EXCAVATE AS NECESSARY AND PREP FOR NEW FOOTINGS.
5. FORM AND POUR FOOTINGS.
6. FORM AND POUR NEW CONCRETE SEAWALLS.
7. BACKFILL NEW SEAWALL.
8. FORM AND POUR CONCRETE SIDEWALK/WALKWAY.
9. BACKFILL, STABILIZE, AND SEED DISTURBED AREAS THAT ARE NOT
EXISTING BEACH/SAND.
10. PLACE NON -WOVEN FILTER FABRIC, TOE IN, SET 6" TO 9" ROUNDED
STONES IN LIEU OF RIPRAP IN SWIM AREAS AT NEW SEAWALL.
11. AT WATER SLIDE AREA, INSTALL NEW POSTS FOR NEW WOODEN WALK
(SEE DETAIL).
12. PLACE NON -WOVEN FILTER FABRIC IN AREA OF RIPRAP AT WATER
SLIDE.
13. PLACE RIPRAP.
14. BUILD WOODEN WALK.
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CAMP LURECREST MINISTRIES, INC.
DB 59G/528
"R PARCEL NO. I G48820
W MAP 550 BILK I LOT I
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RETAINING WALL O� \
TOW: 993.0'
TOW 993.00
107 LF NORTHEAST AREA
BOW 986.00 Vol
WITH D50=9" ROUNDED STONE FOR RIPRAP
/ (2' W X 1 07' L, APPROX. 2 14 SQ. FT.)
I )
WATERS Of
LAKE LURE
/
2 15 LF OF EXISTING
SHORELINE
SHORELINE
Of LAKE LURE
(990.50' CONTOUR)
PROPOSED 12" CONCRETE RETAINING WALL
TOW = SURFACE OF WALKWAY: 990.GG'
85 LF (SOUTH AREA)
WITH D50=9" ROUNDED STONE FOR RIPRAP
(2' W X 73' L, APPROX. 1 4G
(SWIM AREA)
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/ PROPOSED
DISTURBED LIMITS:
2210 SQ. FT. 5
/ PROPOSED 12" CONCRETE
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TOW 993.00
BOW 986.50 V�
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STONE FOR RIPRAP
TOW 993.00
BOW 987.50
PROPOSED RIP RAP
35 LF (WATER
SLIDE/RIPRAP AREA)
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STONE FOR RIPRAP n PROPOSED
\ 4' TO 5' WIDTH
TOW BOW 986.00 \ �0 TOW 991.00 WOOD WALK Ve
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STEPS -� r �
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12 CONCRETE BACK
RETAINING WALL
TOW: 993.0'
SAND LEVEL TO BE 4"-G"
BELOW TOWV
v,
ADD TWO (2) EACH MI IMUM 3-INCH CALIPER
THE CHOSEN FROM NCDEQ
"GUIDELINES FOR RIPARI N BUFFER RESTORATION"
RIPARIAN PLANTINGS
BUSHES AND GRASSES
NO BARE DIRT IN AREA
25' INSHORE FROM SAND
BOW 987.50
BOW 986 50 kiSr/NG �4_F S
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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CAMP LURECREST MINISTRIES, INC.
DB 59G/528
PARCEL NO. I G48820
MAP 550 BLK I LOT I
MINIMUM SETBACK FOR EQUIPMENT
PARKING, STORAGE OR FUELING
TO BE 25' INSHORE FROM SAND,
SHORELINE OR WALL
io o s 10
GRAPHIC SCALE
20 30
1 INCH = 10 FEET
SCALE: I " = 10'
DATE: 09/2G/ 19
DRAWN BY: MJG
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
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