20211599 Ver 1_Shoreline Stabilization_20211105

Shoreline Stabilization Application Form
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
DRAFT -NOT FOR USE AT THIS TIME
Submission Form
I. Applicant Information [15A NCAC 02H .0502(a)]
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Primary Contact Email *
Owner Information:
Name: *
Email:*
Phone Number:*
Mailing Address: *
[e-mail]
Please provide an email address for payment and requests for more information here.
Mara Butera
[e-mail]
[phone]
(xxx)xxx-xxxx
Street Address
135 Neighborly Drive
Address Line 2
City State / Province / Region
Lake Lure NC
Postal / Zip Code Country
28746 United States
Is there an agent working on the project?* O Yes
O No
Agent/Consultant Information
Name: * Yvonne Freeman
Company Affiliation: * Freeman Stone Masonry
Email: * [e-mail]
Phone Number:* [phone]
(xxx)xxx-xxxx

Mailing Address: *
Street Address
P.O. Box 155
Address Line 2
City State / Province / Region
Lake Lure NC
Postal / Zip Code Country
28710 United States
A signed and dated copy of the Agent Authorization letter: *
letter-butera.pdf 23.79KB
Link to: Sample Agent Authorization Form
Project Information [15A NCAC 02H .0502(a) & (b)]
Project Name: *
Butera Project
If your project has a formal name please use this. If your project does not have a formal name, please identify your project
by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses
any other names that have been used to identify the project in the past.
1. Provide a vicinity map (i.e. street map) clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. *
Upload File
Look up address
Property Address Lookup: *
Latitude: * 35.426641
Street Address
135 Neighborly Drive
Address Line 2
City State / Province / Region
Lake Lure NC
Postal / Zip Code Country
28746-8613 US
Longitude: * -82.186428
2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing,
structures (buildings, retaining walls, docks, impervious surfaces, etc.), rip rap, excavation or dredging below
Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram under
section 12.normal pool lake level/normal water level *
Freeman-ButeraSEAWAL C&L ALL[46].pdf 489.84KB
Please use the diagram at the link below:
https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.docx
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard
stick, shovel handle, etc.)*
butera-picture.pdf 265.66KB
4. Location of the property (where work is to be conducted)
Nearest Town:*
Lake Lure
County:* Rutherford

Lake/ river/ ocean adjacent to Lake Lure
property:
Subdivisions name or site address: *
Lake Lure
Include phase/lot number
Directions to site: *
From Lake Lure Town Hall take Hwy 64E/US-74 ALT E for 3.7 miles.
Slight left to stay on Hwy 64E/US-74 ALT E for 1.1 miles. Turn left onto
Buffalo Shoals Rd. and go .5 miles. Make a sharp left onto Rock Crest
Cove and go .1 miles to arrive at 135 Neighborly Drive.
Please include road names and numbers, landmarks etc.
5. Describe the existing land use or condition of the site at the time of this application: *
residental
Residential, undeveloped, etc.
6. Property Size .2
Acres
7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or
why it is necessary):
Tear down and remove failed wooden seawall.
Dig and pour footing for replacement wall. Build and stucco block
seawall.
To minimize the impact on surrounding vegetation, access will be gained
by barge, established walkways, and existing dock. Work will be done
from the barge. All equipment and supplies will be stored on the barge and
will be removed daily. Cement mixers kept and fueled outside of trout
buffers. Stock and debris piles will be outside of the Trout Buffer and
scotched by tarps and small bales of hay and removed daily. Silt fence will
be erected around the entirety of the wall to prevent any runoff into the
lake basin. Plan to sow Virginia Wild Rye on the bank above the wall to
help prevent future erosion.
8. How will the work be done?*
From Land
From Water
9. Total amount of disturbance below the normal pool lake level/ normal water level: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
39
square feet
10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land-
ward: *
(including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
39
square feet
11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to
be impacted:*
(number of trees, for instance)
Currently, there is little to no vegetation around fail seawall.
Sketch:
Application Fee:
Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The
application fee is as follows (pursuant to G.S. 143-215.3D):
0 $240.00 for impacts to lake (below normal water level) of less than 1 acre

o $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre
By digitally signing below, I certify that:
a I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best
of my knowledge and belief
o I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
a I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of
the NC General Statutes (the "Uniform Electronic Transactions Act");
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
a I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
a I intend to electronically sign and submit the Shoreline Stabilization online form.
Full Name:* Yvonne Freeman -Freeman Stone Masonry
Signature:
Submittal Date: 11/3/2021

Initial Review
Is this accepted into the review process?* - Yes No
Project Number:* 20211599 Version:*
Select Reviewer: * Mitchell Anderson:eads\mlanderson
Select Reviewing Office: Asheville Regional Office - [phone]
Has payment been received? * No Payment Needed
Fee Received
• Need Fee - send electronic notification
What amount is owed?*
• $240.00
$570.00

To Whom This May Concern,
have hired Freeman Masonry to build my
new seawall. I give them permission to get
permits.
If you have any other questions, please
contact me at 954-907-1624.
Sincerely,
Mara Butera
135 Neighborly Drive
Lake Lure, NC 28746

BUFFALO SHOALS RD
ff
VICINITY MAP
(not to scale)
Rebar Set
Nail set at base of
bent rebar
S 64'32'45" E
19.08' Tie
PP
Control Corner
Found iron
Mailboxes
•
O
A
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wv
0
Gv
gig
Found iron
S 39'53'33" E
25.99' Tie
Control Corner
Found iron
^V
LEGEND
FOUND IRON PIN (EIP)
SET IRON PIN (NIP)
POINT
NAIL OR RAILROAD SPIKE
HYDRANT
TELEPHONE PEDESTAL (PED)
LIGHT POLE OR LAMP
UTILITY POLE
WATER VALVE
WATER METER (wm)
GAS VALVE
SEWER MANHOLE
CONCRETE MONUMENT
RIGHT OF WAY MONUMENT
STONE
Property Line
Adjoiners (Surveyed)
Adjoiners (not surveyed)
Right of Way
Utility Lines
Asphalt
Gravel
PK Nail in intersection
of Neighborly Drive and
Buffalo Shoals
Found iron
ti
David R. Diorio
and wife
Maria A. Diorio
1096/164
Lot 10, part of Lot 11
W.J. Jones Subdivision
Four Angels, LLC
1012/557
STATE OF NORTH CAROLINA
COUNTY OF RUTHERFORD
, Review Officer of Rutherford
County, certify that the map or plat to which
this certification is affixed meets all statutory
requirements for recording.
Review Officer
Date:
'Found iron
Four Angels, LLC
1095/198
Rebar
Fo'un di' iron
LINE
BEARING
DISTANCE
L7
S 25'39'18" W
17.20'
L8
S 20'26'46" W
9.72'
L9
S 32'23'07" W
12.48'
L10
S 57'51'28" E
30.85'
L11
S 65'30'50" E
11.05'
L12
S 86'51'53" E
10.87'
L13
N 65'58'49" E
7.48'
L14
S 67'32'44" E
52.49'
L15
S 22'27'16" W
17.94'
Subject to the right of way for Neighborly Drvie and all others of record.
This survey is being performed without the benefit of a title search.
A portion of the subject tract is located within a flood plain.
I, Donald R. McEntire, certify that this plat was drawn
under my supervision from an actual survey made
under my supervision (deed description recorded
in Deed Book 1060 , Page 512 )• that the boundaries
not surveyed are clearly indicated as drawn from
information found in Book ---, Page --- ; that
the ratio of precision as calculated is 1:10000;
that this plat was prepared in accordance with G.S.
47-30 as amended. Witness my hand and seal this
21st day of November A.D 2016.
Signature
Land Surveyor
Licensure Number L-4183
/� ``,,, 111111 li,,
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,SAD / oo• - L-4183 W
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CONSTRUCTION AREA
,---200 SQ. FT.
I, Donald R. McEntire, Professional Land Surveyor No. L-4183,
certify to one or more of the following as indicated
thus, ® or ❑ :
MC. That this plat is of a survey of an existing parcel or
parcels of land.
21.
DONALD R. McENTIRE, PROFESSIONAL LAND SURVEYOR NO. L-4183
4
Four Angels, LLC
1012/554
Found iron
Waters of
Lake Lure
Found iron
LINE
BEARING
DISTANCE
L1
S 57'14'52" W
5.53'
L2
S 61'54'30" W
6.65'
L3
S 55'09' 1 1 " W
4.85'
L4
S 33'34'40" W
4.37'
L5
S 27'37'11" W
21.43'
L6
S 27'39'32" W
8.02'
Waters of
Lake Lure
Revised December 27, 2018 to show revised lots.
Revised November 20, 2018 to show 0.18 acre tract.
BOUNDARY SURVEY FOR
MARA BUTERA
DEED BOOK 1060/512, 2017/929
TAX MAP: 502-1-24, 502-1-23
TAX PARCEL: 0228848, 23770
ZONED: R-1
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
FIELD: EM,TW,DM MAP: D. McENTIRE
DATE: NOVEMBER 21, 2016 MAP#: 16-0569
SCALE 1 "=20'
20 0 10 20 40
80
DONALD McENTIRE SURVEYING
108 ISHAM DRIVE
RUTHERFORDTON, NC 28139
PHONE: [phone]
EMAIL: dmcentire®bellsouth.net
THIS DRAWING PRINTS ON 18X24 PAGES
REPLACEMENT SEAWALL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
1
FULL PLAT
SCALE - 1" = 20'
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 COMPANY NO. P-1583
DATE 8-24-21
REV
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS
STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED,
OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
FILENAME: FREEMAN-BUTERA SEAWALL

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REPLACEMENT SEAWALL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
2
PARTIAL PLAT
SCALE -1/8' =
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 CONPANY NO. P-1583
DATE 8-12-21
REV
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCESANDREGU,TONS
SHALL BE CONSIDERED AS PAU CF THE PLANS AND SPECIFICATONS FOR -HS
STRUCTURE AND SHALL TAKE PRECEDENCE OVER AN,HINGSHOM, DESCRIBED,
OR IMPLIED MERE VARIANCES OCCUR
SIGNIFICANT CA3E AND EFFORT HAVE BEEN TAKEN TO ENSURE -MAT THESE PLANS
.E CORRECT AND COM.LETE THE CONTRACTOR IS RESPONSIBLE FOR CHECKNG
BROUGHT TO THE ATTENTION OF THE DES. ENGINEER FOR RESOLUTON
NORESPONSIBIL,ISASSUVED BY THIS ENGINEER
INCLUDED INT HE DESON CONTRACT BlE MAYBE
FURNISHED UPON REPLEST FOR ADDITIONALFEE
FILENAME. FREEMA N-BITEk SEAWALL

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THIS DRAWING PRINTS ON.01 PACES
BOATHOUSE REMODEL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
3
DETAILS 1
SCALE -1/8' = 1-0'
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 CONPANY NO. P-1583
DATE 2-01-21
REV
REV
REV
AL FEDERAL, STATE, LOCAL CODES, ORDINANCES/MDR...TONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATOMS FOR -HS
STRUCTURE AND SHAL TAKE PRECEDENCE OVER AN,HINGSHOV., DESCRBED,
OR IMPLIED MERE VARIANCES OCCUR
SIGNIFICANT CARE FWD EFFORT HAVE BEEN TAKEN TO ENSURE hIATTHESE PLANS
ARE CORRECT FWD CONPLETE THE CONTRACTOR IS RESF.SIBLE FOR CHECKNG
AND VERIFING AL DI NENSONS FWD EXISTING CONDITIONS V.IATONS SHAI BE
BROUGHT TO THE ATTENTION OF THE DES. ENGINEER FOR RESSLUTON
TECHNIQUES USE,C, CCMPLETE THEM..
INCLUDED IN THE DESON CONTRACT BlE WYK
FILENAME. FREEMAN-BUTE. SEAWALL

BUFFALO SHOALS RD
ff
VICINITY MAP
(not to scale)
Rebar Set
Nail set at base of
bent rebar
S 64'32'45" E
19.08' Tie
PP
Control Corner
Found iron
Mailboxes
•
O
A
c
wv
0
Gv
gig
Found iron
S 39'53'33" E
25.99' Tie
Control Corner
Found iron
^V
LEGEND
FOUND IRON PIN (EIP)
SET IRON PIN (NIP)
POINT
NAIL OR RAILROAD SPIKE
HYDRANT
TELEPHONE PEDESTAL (PED)
LIGHT POLE OR LAMP
UTILITY POLE
WATER VALVE
WATER METER (wm)
GAS VALVE
SEWER MANHOLE
CONCRETE MONUMENT
RIGHT OF WAY MONUMENT
STONE
Property Line
Adjoiners (Surveyed)
Adjoiners (not surveyed)
Right of Way
Utility Lines
Asphalt
Gravel
PK Nail in intersection
of Neighborly Drive and
Buffalo Shoals
Found iron
ti
David R. Diorio
and wife
Maria A. Diorio
1096/164
Lot 10, part of Lot 11
W.J. Jones Subdivision
Four Angels, LLC
1012/557
STATE OF NORTH CAROLINA
COUNTY OF RUTHERFORD
, Review Officer of Rutherford
County, certify that the map or plat to which
this certification is affixed meets all statutory
requirements for recording.
Review Officer
Date:
'Found iron
Four Angels, LLC
1095/198
Rebar
Fo'un di' iron
LINE
BEARING
DISTANCE
L7
S 25'39'18" W
17.20'
L8
S 20'26'46" W
9.72'
L9
S 32'23'07" W
12.48'
L10
S 57'51'28" E
30.85'
L11
S 65'30'50" E
11.05'
L12
S 86'51'53" E
10.87'
L13
N 65'58'49" E
7.48'
L14
S 67'32'44" E
52.49'
L15
S 22'27'16" W
17.94'
Subject to the right of way for Neighborly Drvie and all others of record.
This survey is being performed without the benefit of a title search.
A portion of the subject tract is located within a flood plain.
I, Donald R. McEntire, certify that this plat was drawn
under my supervision from an actual survey made
under my supervision (deed description recorded
in Deed Book 1060 , Page 512 )• that the boundaries
not surveyed are clearly indicated as drawn from
information found in Book ---, Page --- ; that
the ratio of precision as calculated is 1:10000;
that this plat was prepared in accordance with G.S.
47-30 as amended. Witness my hand and seal this
21st day of November A.D 2016.
Signature
Land Surveyor
Licensure Number L-4183
/� ``,,, 111111 li,,
C4
�, / 4p 49FEssja ,ib-;,
r
V. // O _ SEAL
,SAD / oo• - L-4183 W
ti
A
1'
CONSTRUCTION AREA
,---200 SQ. FT.
I, Donald R. McEntire, Professional Land Surveyor No. L-4183,
certify to one or more of the following as indicated
thus, ® or ❑ :
MC. That this plat is of a survey of an existing parcel or
parcels of land.
21.
DONALD R. McENTIRE, PROFESSIONAL LAND SURVEYOR NO. L-4183
4
Four Angels, LLC
1012/554
Found iron
Waters of
Lake Lure
Found iron
LINE
BEARING
DISTANCE
L1
S 57'14'52" W
5.53'
L2
S 61'54'30" W
6.65'
L3
S 55'09' 1 1 " W
4.85'
L4
S 33'34'40" W
4.37'
L5
S 27'37'11" W
21.43'
L6
S 27'39'32" W
8.02'
Waters of
Lake Lure
Revised December 27, 2018 to show revised lots.
Revised November 20, 2018 to show 0.18 acre tract.
BOUNDARY SURVEY FOR
MARA BUTERA
DEED BOOK 1060/512, 2017/929
TAX MAP: 502-1-24, 502-1-23
TAX PARCEL: 0228848, 23770
ZONED: R-1
CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC
FIELD: EM,TW,DM MAP: D. McENTIRE
DATE: NOVEMBER 21, 2016 MAP#: 16-0569
SCALE 1 "=20'
20 0 10 20 40
80
DONALD McENTIRE SURVEYING
108 ISHAM DRIVE
RUTHERFORDTON, NC 28139
PHONE: [phone]
EMAIL: dmcentire®bellsouth.net
THIS DRAWING PRINTS ON 18X24 PAGES
REPLACEMENT SEAWALL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
1
FULL PLAT
SCALE - 1" = 20'
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 COMPANY NO. P-1583
DATE 8-24-21
REV
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCES AND REGULATIONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATIONS FOR THIS
STRUCTURE AND SHALL TAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED,
OR IMPLIED WHERE VARIANCES OCCUR.
SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN TO ENSURE THAT THESE PLANS
ARE CORRECT AND COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING
AND VERIFING ALL DIMENSIONS AND EXISTING CONDITIONS. VARIATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER FOR RESOLUTION.
NO RESPONSIBILITY IS ASSUMED BY THIS ENGINEER
FOR THE EXECUTION OF THESE DESIGNS OR THE
TECHNIQUES USED TO COMPLETE THEM UNLESS
SPECIFICALLY ADDRESSED WITHIN THESE PLANS.
SITE INSPECTIONS BY THIS ENGINEER ARE NOT
INCLUDED IN THE DESIGN CONTRACT BUT MAY BE
FURNISHED UPON REQUEST FOR AN ADDITIONAL FEE
FILENAME: FREEMAN-BUTERA SEAWALL

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THIS DRAWING PRINTS ON B 5,X11 PAGES
REPLACEMENT SEAWALL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
2
PARTIAL PLAT
SCALE -1/8' =
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 CONPANY NO. P-1583
DATE 8-12-21
REV
REV
REV
ALL FEDERAL, STATE, LOCAL CODES, ORDINANCESANDREGU,TONS
SHALL BE CONSIDERED AS PAU CF THE PLANS AND SPECIFICATONS FOR -HS
STRUCTURE AND SHALL TAKE PRECEDENCE OVER AN,HINGSHOM, DESCRIBED,
OR IMPLIED MERE VARIANCES OCCUR
SIGNIFICANT CA3E AND EFFORT HAVE BEEN TAKEN TO ENSURE -MAT THESE PLANS
.E CORRECT AND COM.LETE THE CONTRACTOR IS RESPONSIBLE FOR CHECKNG
BROUGHT TO THE ATTENTION OF THE DES. ENGINEER FOR RESOLUTON
NORESPONSIBIL,ISASSUVED BY THIS ENGINEER
INCLUDED INT HE DESON CONTRACT BlE MAYBE
FURNISHED UPON REPLEST FOR ADDITIONALFEE
FILENAME. FREEMA N-BITEk SEAWALL

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THIS DRAWING PRINTS ON.01 PACES
BOATHOUSE REMODEL PLAN FOR
MARA BUTERA
131 NEIGHBORLY DR. LAKE LURE, NC 28746
SHEET
3
DETAILS 1
SCALE -1/8' = 1-0'
ENGINEERED BY
KIM B. WARNER, PE, PLLC
139 COUNTRYWOOD DRIVE
FOREST CITY, NC 28043
PE NO 19856 CONPANY NO. P-1583
DATE 2-01-21
REV
REV
REV
AL FEDERAL, STATE, LOCAL CODES, ORDINANCES/MDR...TONS
SHALL BE CONSIDERED AS PART OF THE PLANS AND SPECIFICATOMS FOR -HS
STRUCTURE AND SHAL TAKE PRECEDENCE OVER AN,HINGSHOV., DESCRBED,
OR IMPLIED MERE VARIANCES OCCUR
SIGNIFICANT CARE FWD EFFORT HAVE BEEN TAKEN TO ENSURE hIATTHESE PLANS
ARE CORRECT FWD CONPLETE THE CONTRACTOR IS RESF.SIBLE FOR CHECKNG
AND VERIFING AL DI NENSONS FWD EXISTING CONDITIONS V.IATONS SHAI BE
BROUGHT TO THE ATTENTION OF THE DES. ENGINEER FOR RESSLUTON
TECHNIQUES USE,C, CCMPLETE THEM..
INCLUDED IN THE DESON CONTRACT BlE WYK
FILENAME. FREEMAN-BUTE. SEAWALL