20130439 Ver 1_Application_20130426

20 1 30439
April 24, 2013
Division of Water Quality 401 Oversight/Express Review Permitting
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: Seawall Construction Request
Yacht Island Dr., Lake Lure, NC 28746
Map, Block, Lot — 504,1,13 Tax Pin 230043
(Adjacent to 146 Yacht Island Dr., previously submitted)
To whom it may concern.
Kim S. %V me , PE, LLC
139 Cotmty} wood Dive
Forest City. NC 28043
PhoudFax (828) 248 -1240, Cell (828) 429 -2466
Email - -sameiniir hhieri net
PE Number 19856
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Craig Mullikin requests that a 401 water Quality Certification be issued to allow the reconstructing and
rebuilding an existing seawall on his lake front access property between 146 and 156 Yacht Island Drive.
The existing masonry seawall is more than 30 years old and is failing from poor design and excessive
hydraulic pressure. The existing seawall is not readily distinguishable in the included pictures because of
the dense overgrowth on this property.
The proposed plan includes a new seawall constructed utilizing segmental blocks with reinforcing fabric
between layers of compacted gravel and backsll. The existing masonry seawall will be completely
removed. The wall will be constructed during full pond conditions using a previously approved method
as ilhrstrated in the plan.
The supplied attachments include pictures of the site as it is now, and drawings of the proposed seawall
which also includes a statement of project need, a landscape plan and a construction plan for full pond
conditions. Direct access from the street thru Mr. Mullikin's property is not possible. The access
corridor shown on the Jones/ Self property will be used to access the Mullikin property as well.
It is the owner's intention to begin and complete this project as soon as possible (April -May 2013) due to
the access corridor shared with the Jones/ Self project which must be completed as soon as possible due to
the potential danger of additional failure at that site. If you have any questions concerning these plans, or
if you should need additional information, please contact me at 828.429.2466 as soon as possible and I
will supply what you need.
Sincerely,
Kim B. Warner
............................

The following is an abbreviated application form for those applying for a 401 Water Quality
Certification to impact FERC (Federal Energy Regulatory Commission) regulated lake shore or
bottom under the U.S. Army Corps of Engineers Permit GP30. This Application cannot be used
for wetland or stream impacts. Please provide seven M copies of this application and supporting
information as well as a non - refundable application fee to the Division of Water Quality of $240.00
for impacts of to lake bottom of less than 1 acre and $570.00 for impacts to lake bottom of greater
or equal to 1 acre.
Applications should be sent to:
Division of Water Quality 401 Oversight/Express Review Permitting PAP ��� 1650 Mail Service Center
Raleigh, NC 27699 -1650 R 2 6 2013
I. Applicant Information
1. Owner /Applicant Information
Name: GR.A1G V, 4 'VAyl.tU6 D. MVU 1WM
Mailing Address: I83 YAGWf tSLAup aL
L,449 W►z.E 1.1 G Z 744
Telephone Number. g2$, 67-6.17,15; Fax Number.
E -mail Address: CMVLJIIKIU a `g "Ouru . NET
2. Agent 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: 14 Ex t Act. r-M I Lyn
-
Company Affiliation: K I N1 LJA V- , Jt- , 1E , LLB
Mailing Address: 1:4 tOJtJ rNUOdi D 9,. VOI&T CXt f tl
Telephone Number. $7,8.414- Z' 66 Fax Number. Szg • vAb . two
E-mail Address: 0AW61, e A (-TV , GoM
II. 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. You may use the diagram below to make a
hand sketch of your project. Also, see the example below for guidance. Both the vicinity map and site
plan must include a scale and north arrow. The footprints of all buildings, impervious surfaces, or other
facilities must be included

1. Location
County: [-VINE LI 0 07 Nearest Town: LAKE L U I-6
Subdivision name or site address (include phase/lot number): rd0�� l t 3 ?tN M0473,
Directions to site please include mad numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included): UtM U CTY HAV l M CuYDE 9
&t6petrg lS 13E'fWi gw 144 Aup 154 YACHT ISLAMP OWE 19
L. Akf- Lne, ky,
2. Describe the existing land use or condition of the site at the time of this application:
3. Property size (acres): J ACO5
4. Nearest body of water (stream/river /sound/ocean/lake): WkE L44
5. Describe the purpose ofthe proposed work: 6TAIMIZ4 544 jue QY UWV)W �
'r- A LLl UL 5SA6JAW, A Rte I*, J?LA &IM4 L41TW SE<MErrAL, G L gQ(--
SEAUgU,
6. List the type of equipment to be used to construct the project: 5rNIAU, TtAt- W66 t 8Q$uA"
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres: 10a -TO [y6 $a, T1- .
8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the normal pool lake level and 50 feet land -ward in square feet or acres:
A06 - SDo 5Q. 9111r.
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): Z of- 3 Ta k TA U- I" r10115 —146 T1666S
AMA l5 OV&R4JOWu VUS To LACK. oV KAtW%MAW%,
Applicanf/Agent's tignature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

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F— LINE TABLE
SINE
E BEARING
I DISTANCE
L1
S33- 52'12"E
44.53
L2
S13-01' 11 -E
7.71
L3
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L3
L4
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s 16.60
S89'24'35"E
20.94!
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SEAWALL
EXISTING DETERIORATING SEAWALL
s--
EXISTING 'AWING WALLS
BFE 998.1
EX IFTMQRATJNG�E
L2
L4
L'3
BFE = 998.1
EXISTING PLAT-
SCALE — 1" = 20'
OCURMMAMMMY)
S8924'36"E 8 6"E sa�tlruffm
PROPMIMALM
SIORMW
63.918'
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90 20
c
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P
I BEARING
DISTANCE'
S-33 52'1 2"E
ZMI-.53
L2
S13 °01'11 "E
7.71
L3
S01 'I 2'56"E
7.70
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16.60
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20.94!
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SEAWALL
EXISTING DETERIORATING SEAWALL
s--
EXISTING 'AWING WALLS
BFE 998.1
EX IFTMQRATJNG�E
L2
L4
L'3
BFE = 998.1
EXISTING PLAT-
SCALE — 1" = 20'
OCURMMAMMMY)
S8924'36"E 8 6"E sa�tlruffm
PROPMIMALM
SIORMW
63.918'
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S86'4320"-N
ACCESS
L4
SCALE — lit = 20'
SCALE — 1/899 = 1' -0"
0
a
90.20
'S 8 6 c41 -7 0 1 W
4
MULLICAN PROPERTY LINE TO
HUBBARD SEAWALL 3.26
CONSTRUCTION ACCESS IS TO BE
THROUGH ACCESS CORRIDOR ON
JONES/ SELF PROPERTY (JONES/ SELF
AND MULLIKIN CONSTRUCTION TO
OCCUR SIMULTANEOUSLY)
6 E 49.9 PROPERTY LINE TO
PROPERTY LINE ALONG
SHORELINE.
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TRANSITION j IUN Vypj_Lo SMOOTHLY HU
INTO FACE OF BANK BFE 91111.1
TOP OF SEA WALL
ELEVATION 9953
CRAIG AND PAULINE MULLIKIN SEAWALL TO BE
REPLACED AS PART F TOTAL PROJECT
fvAl
EVE
ACCESS
TOP OF UPPER WALL
ELEVATION 10133
FLAT AREAS FORMED BY
RETAINING WALLS TO BE
SEEDED WITH NC MOUNTAIN
RIPARIAN BLEND SEEDS
(ERNSTSEED.COM)
18. - ��q
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BFE = 998.1
-A
L 3
TRANPITION WALLS
INTO FACE I
SMDO+Ly`�
�F BANK�
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LINE
I BEARING
DISTANCE'
S-33 52'1 2"E
ZMI-.53
L2
S13 °01'11 "E
7.71
L3
S01 'I 2'56"E
7.70
L4
E S1f07'55"V1
16.60
S86'4320"-N
ACCESS
L4
SCALE — lit = 20'
SCALE — 1/899 = 1' -0"
0
a
90.20
'S 8 6 c41 -7 0 1 W
4
MULLICAN PROPERTY LINE TO
HUBBARD SEAWALL 3.26
CONSTRUCTION ACCESS IS TO BE
THROUGH ACCESS CORRIDOR ON
JONES/ SELF PROPERTY (JONES/ SELF
AND MULLIKIN CONSTRUCTION TO
OCCUR SIMULTANEOUSLY)
6 E 49.9 PROPERTY LINE TO
PROPERTY LINE ALONG
SHORELINE.
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TRANSITION j IUN Vypj_Lo SMOOTHLY HU
INTO FACE OF BANK BFE 91111.1
TOP OF SEA WALL
ELEVATION 9953
CRAIG AND PAULINE MULLIKIN SEAWALL TO BE
REPLACED AS PART F TOTAL PROJECT
fvAl
EVE
ACCESS
TOP OF UPPER WALL
ELEVATION 10133
FLAT AREAS FORMED BY
RETAINING WALLS TO BE
SEEDED WITH NC MOUNTAIN
RIPARIAN BLEND SEEDS
(ERNSTSEED.COM)
18. - ��q
I O'D
m
BFE = 998.1
-A
L 3
TRANPITION WALLS
INTO FACE I
SMDO+Ly`�
�F BANK�
pi
i E 998.1
LQ:
L Z+ A
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ARIA 4 1 X 10 1
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-- - --------------- - - - - -- - - -- - -- - 4 -- - -- -- - -- - -- - -- - -- - - -- - - -- - - - - -- — -- - - - - -- - - - - - -- - - - - - -- - - - -- - - -- -- -- ----------------------- - - - - -- - - - - -- - - -- - -------- - - - - --
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TOPOFWALL EL.1013.33 TOP OF WALL EL 1013.3
PROJECT NEED:(JONES/ SELF PROJECT PORTION):
THIS SEAWALL/ RETAINING WALL PROJECT IS DESIGNED TO REPLACE AN EXISTING RETAINING WALL THAT WAS INSTALLED 3YEARS AGO AND A SEAWALL THAT WAS INSTALLED MORE THAN 30
YEARS AGO. THE GROUND ABOVE THE OLD SEAWALL WAS NOT PREPARED TO SUPPORT7HE LOADS IMPOSED BY THE NEWLY CONSTRUCTED WALLS ABOVE IT. IN ADDITION, EXISTING GUTTERS
AND DOWNSPOUT DISCHARGES WERE NOT PROPERLY DIRECTED AWAY FROM THE WALLS. THESE CONDITIONS LEAD TO THE FAILURE OF BOTH THE: UPPER WALLS AND THE SEAWALL BELOW.
THE NEW PLAN CALLS FOR A NEW TALL SEAWALL WITH A SHORTER RETAINING WALL ABOVE f. THIS TWO TIERED DESIGN STARTING WITH THE NEW SEAWALL IS NECESSARY TO ENSURE THAT THE
BASE IS PREPARED FOR THE ULTIMATE LOADING OF THE WALLS AND TO ENSURE THAT THE HOME IS PROTECTED FROM EROSION OF THE BANK BETWEEN THE HOME AND THE LAKE. THE NEW WALLS
WILL END AT A HIGHER ELEVATION THAN THE EXISTING WALLS TO REDUCE THE EROSION COMING FROM THE AREAADJACENT TO THE HOUSE ABOVE THE CONSTRUCTION AREA.
IT IS THE OPINION OF THIS ENGINEER THAT IF THIS PROPOSED REPAIR IS NOT COMPLETED IMMEDIATELY (BEFORE THE END OF SUMMER), PORTIONS OF THE RESIDENCE ABOVE MAY
BE IN DANGER OF FAILURE BECAUSE OF THE LACK OF SUPPORT FROM ADJACENT SOILS UNDER THE FOUNDATION OF THE HOME.
THIS ENGINEER ACCEPTS NO IMPLIED OR ACTUAL RESPONSIBILITY FOR PARTIAL OR COMPLETE FAILURE OF HOME FOUNDATION DURING THE DEMOLITION OR CONSTRUCTION PHASE
OF THIS PROJECT. ONCE COMPLETE, THE TIERED RETAINING WALL SYSTEM WILL SUPPORTTHE ANTICIPATED DESIGN LOADS AS REQUIRED BY THE NC BUILDING CODE.
PROJECT NEED (MULLIKIN PROJECT PORTION):
THIS PORTION OF THE PROJECT WILL REPLACE AN EXISTING DETERIORATING MASONRY SEAWALL WITH A NEW SEGMENTAL BLOCK WALL THAT WILL HAVE GRAVEL FILL UNDER IT AND COMPACTED
SOIL FILL BEHIND ff. THIS WALL DESIGN IS SUITED FOR THIS INSTALLATION BECAUSE IT REINFORCES A RELATIVELY LARGE AREA BEHIND THE WALL BUT ALSO:ALLOWS FOR THE FREE MOVEMENT
OF WATER BELOW THE LEVEL OF THE LAKE AT FULL POND. THE EXISTING WALL IS DETERIORATED SUCH THAT IT IS PUTTING PRESSURE ON THE BOATHOUSE AND DOCK AND HAS ALLOWED THE
SOIL BEHIND IT TO COLLAPSE. IT IS MY OPINION THAT THE SLOPE OF THIS LOT IS SUCH THAT STABILIZATION WITH AN ALTERNATE MATERIAL OR METHOD:IS: NOT POSSIBLE.
.-. _ - I__ ._ .._
FLAT ELEVATION
1 %91 1� 1W LLL YIl1IVI\ VVV.V I / ` ■ ` - �/ yt - - ® -' - ®■ ■ - -
AND AS PER LAKE LURE ORDINANCES OUR L= ■` V V
8'-0°
PROPOSED VEGETATION. CLEARING
SOIL SEPARATING FABRIC
ELEVATION MAY VARY
BASED, ON WATER DEPTH _
'— SOIL SEPARATING FABRIC
RIP RAP INSTALLED TO ELEVATION 990:0'
AND AS PER LAKE LURE ORDINANCES
SEAWALL AND RETAINING WALL DESIGN NOTES:
1. SOIL LOADINGS CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS-
FRICTIONANGLE COHESION UNITWEIGHT SOILTYPE
INFILL SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY
RETAINED SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY:, SANDY CLAY
FOUNDATION SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY SANDY CLAY
2. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN.
3. HYDROSTATIC LOADING 1S NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED
SUCH THAT HYDROSTATIC LOADING DOES NOT DEVELOP IN THE REINFORCED ZONE.
4. ANALYSIS ASSUMES FILL PLACEMENT IN 8 INCH LIFTS COMPACTED TO 100% STANDARD PROCTOR. COMPACTION
TEST FREQUENCY SHALL BE DETERMINED BY THE ENGINEER OR AS OTHERWISE SPECIFIED.
5. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS SPECIFICATION GUIDELINES
GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES.
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SOIL SEPARATING FABRIC
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SCALE - 3/811 _ 1 -011
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FOR SEAWALL CONSTRUCTION DURING FULL POND CONDITIONS, THE
FOLLOWING INSTRUCTIONS APPLY:
1) EXCEPT FOR THE INSTALLATION OF THE TEMPORARY SANDBAG WALL AND THE FIRST 2 TO 4
COURSES OF SEGMENTAL BLOCK, THE SEAWALL WILL BE COiINSTRUCTED FROM THE LAND
SIDE OF THE WALL. DISTURBANCE TO THE LAKE SHALL BE MINIMIZED.
2) CONSTRUCT TEMPORARY SAND BAG WALL ALLOWING APPROXIMATELY 30® IN FRONT OF
PROPOSED FOOTING LOCATION FOR ACCESS TO FOOTING AND BLOCK DURING
CONSTRUCTION
3) PROVIDE 4 TO 6 MIL PLASTIC BARRIER ON LAKE SIDE OF TEMPORARY WALL.
4) PUMP WATER FROM SEAWALL SIDE OF TEMPORARY WALL.
5) CONSTRUCT 2 TO 4 COURSES OF THE SEAWALL TO ENSURE THAT THE TOP IS ABOVE FULL
POND (EL = 990.0')
6) REMOVE TEMPORARY SAND BAG WALL AND CONTINUE CONSTRUCTION TO COMPLETION
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19856 i2
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- -- RIPARIAN BUFFER SEEDING PLAN
995 ---- - - - - -- -- ------------
- - - - --
-- -- - - -
994.0 SEAWALL
QQ
- - - - - - - -` - - - -- - - -- ------- - - - - -- 995 SEED PROTECTION:
- -- - -- -- - - - -- -- -
-, - -- -- - - - -: -- - - -,- - --------------- - -r - -- -- ----- - - - - -- -- --
1 Identify seeded areas with stakes and string around area periphery. Set string height to 6"
- --
- _ - -- -� � ,� .Gov seeded slopes where grade as 4 iru�es per fob or greater with erosion fabric. Roll fabric onto
ESTIMATED AREA O S U C
3fabric bu #o each in 6 in d fo trench.
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� nruc IGM UO�K , . � —� , � .°n.�u� L �t-«i�w .;. r_��iv..v`�.0 � � � �; , ,msa_d z smooth(. onsurface . end of. seetion x Y p soiF
, � 20% DeertOn Ue `TI a' PanICUm dandeStlnum ( D(ChhnthellUm G �) ProLvaiid+ e 12 inch oved y of ad' cent rory lls P B ackfi trench and rake sm eh t h e1 e pve e I wcia th citel
( soil
990
90.'(LEL
, 24/ India n r9 a SS U0t9 h e r' Secure outside edges and overlaps at 36 inch intervals with stakes
990 4 -
Sor h aStrUm Wotan S
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5, Lightly y dress slopes with topsoil t to ensure dose contact between fabric and soil. 20 / Virginia Wildrye, Suthef (Elymus virginicus)
f 6. At sides of ditches, lay fabric laps in direction of water flow. Lap ends and edges minimum 6 inches.
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20% Redtop Panicgrass (Panicum rigidulum (P. stipitatum))
JONES RETAINING WALL ESTIMATES
I` 18% Big Bluestem, 'Suthee (Andropogon gerardii) MAINTENANCE PLAN:
1) UPPER WALL 674 SQ FT
49'-10" a Fa�
- 0 1. All erosion and sediment control practices will be checked for stability and operation following every
_ 2 /o Winter BentgraSS, (AgrOSfiS hyemaliS)
2) LOWER WALL 853 SQ FT
runoff-producing rainfall but in no case less than once every week. Anyneeded repairs will be made
6' R a _ a � � NC MOUNTAIN RIPARIAN BLEND AVAILABLE FROM immediately to maintain alt practices as designed..
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3) TOTAL WALL AREA ON JONES PROPERTY -1527 SQ FT
4) ORIGINAL PLAN WALL AREA ON JONES PROPERTY - 732 SQ FT
WALL OPTIONS: ALL S4 FT VALUES TAKEN INDIVIDUALLY MEASURED..
( ERNST CONSERVATIVE SEEDS 2. All seeded areas will be reseeded as necessary according to specifications in order to maintain a dense
.� 2 ° -0FF FROM JONES / MULLIGAN PROPERTY LINE) ry � �
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WWW.ERNSTSEED.COM vegatative cover.
1} LOWER SEAWALL TO ELEVATION 994.0' ENDHVGAT MULLIGAN DOCK (42 SQ F1� @ 3. Permanent native sass species fired may take to two ears for establishment, depending on site
1 OW" 2) LOWER SEAWALL TO ELEVATION 995.3' ENDING AT MULUCAN STAIRS (115 SQ FT) Apply 10 -10 -10 fertilizer at a rate of 201b per 1000ft2 in a s r� y ` p y n9
p
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conditions. ff exotic species have overtaken the area in the first year of establishment, the invading
70a -6FF
2) LOWER SEAWALL TO ELEVATION 995.3' ENDING AT HUBBARD SEAWALL (442 SQ FT) one time _application. Ongoing fertilization is prohibited species must be removed to allow native species to thrive.
VERTICAL DISTANCE FROM LAKE LEVEL TO LAKE BOTTOM IS ESTIMATED AND SHOWN 3-U"
FLAT ELEVATION
1 %91 1� 1W LLL YIl1IVI\ VVV.V I / ` ■ ` - �/ yt - - ® -' - ®■ ■ - -
AND AS PER LAKE LURE ORDINANCES OUR L= ■` V V
8'-0°
PROPOSED VEGETATION. CLEARING
SOIL SEPARATING FABRIC
ELEVATION MAY VARY
BASED, ON WATER DEPTH _
'— SOIL SEPARATING FABRIC
RIP RAP INSTALLED TO ELEVATION 990:0'
AND AS PER LAKE LURE ORDINANCES
SEAWALL AND RETAINING WALL DESIGN NOTES:
1. SOIL LOADINGS CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS-
FRICTIONANGLE COHESION UNITWEIGHT SOILTYPE
INFILL SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY
RETAINED SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY:, SANDY CLAY
FOUNDATION SOIL <32 DEG 0 PSF 120 PCF WELL COMPACTED SILTY SANDY CLAY
2. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN.
3. HYDROSTATIC LOADING 1S NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED
SUCH THAT HYDROSTATIC LOADING DOES NOT DEVELOP IN THE REINFORCED ZONE.
4. ANALYSIS ASSUMES FILL PLACEMENT IN 8 INCH LIFTS COMPACTED TO 100% STANDARD PROCTOR. COMPACTION
TEST FREQUENCY SHALL BE DETERMINED BY THE ENGINEER OR AS OTHERWISE SPECIFIED.
5. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS SPECIFICATION GUIDELINES
GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES.
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SOIL SEPARATING FABRIC
Ian-
!
SCALE - 3/811 _ 1 -011
T -0° I
FOR SEAWALL CONSTRUCTION DURING FULL POND CONDITIONS, THE
FOLLOWING INSTRUCTIONS APPLY:
1) EXCEPT FOR THE INSTALLATION OF THE TEMPORARY SANDBAG WALL AND THE FIRST 2 TO 4
COURSES OF SEGMENTAL BLOCK, THE SEAWALL WILL BE COiINSTRUCTED FROM THE LAND
SIDE OF THE WALL. DISTURBANCE TO THE LAKE SHALL BE MINIMIZED.
2) CONSTRUCT TEMPORARY SAND BAG WALL ALLOWING APPROXIMATELY 30® IN FRONT OF
PROPOSED FOOTING LOCATION FOR ACCESS TO FOOTING AND BLOCK DURING
CONSTRUCTION
3) PROVIDE 4 TO 6 MIL PLASTIC BARRIER ON LAKE SIDE OF TEMPORARY WALL.
4) PUMP WATER FROM SEAWALL SIDE OF TEMPORARY WALL.
5) CONSTRUCT 2 TO 4 COURSES OF THE SEAWALL TO ENSURE THAT THE TOP IS ABOVE FULL
POND (EL = 990.0')
6) REMOVE TEMPORARY SAND BAG WALL AND CONTINUE CONSTRUCTION TO COMPLETION
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