SW7060520_HISTORICAL FILE_20200302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW lapii5;0
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
�fIl�r9d 3/%2�
YYYYMMDD

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
1, JOSEPH E. THOMAS , acknowledge, affirm and agree by my signature below, that
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as BRIDGE POINTE developed_by BRIDGE POINTE DEVELOPMENT LLC
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW7060520 , as issued by the Division of Energy, Mineral
and Land Resources under the Stormwater Management Regulations.
2, The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built -upon area per lot is (see below)_square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below. -
Drainage Area #1: (Permitted 62.8%)
Lot #: BUA: Lot #: BUA:
Rev. Area R-1 138,433 SF Area R-2 173, 022 SF
Drainage Area #2: (Permitted 55.4%) i jEC,Z 2020
Lot #: BUA:
**Rev. Area R-3 23,071 SF
**Remaining portion of Revised Area R-3 which was Recombined with Rev. Area R-1 per Plat Cab. I
Slides 61-G&H, dated June 11, 2015 that is located in Drainage Area #2 of the SW Permit. The
Revised Area R-3 parcel (4.16t acres) was sold to State Employees Credit Union on June 15, 2015
and is no longer a part of SW Permit No. SW7060520, nor does it impact the percentage (%) of
impervious area for either drainage area as originally permitted.
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot tine and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter sweles to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
Form DRPC-1 Rev.2 05Nov2009 Page i of 2

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate storm water permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
(Note: see SECU — lVew Bern, Craven County, NC - SW7160310 for State Stormwater
Exclusion and State Stormwater Redevelopment, dated 4-19-2016 for Revised Area R-3
parcel.)
9. The project and each tot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Signature! `t Date: FIA
I, _ 1 F j�K8 ks g A- Zj. F:F-ANJ C IS , a Notary Public in the
State of D aTu G 1�a LIlU�_ County of G�,4 aE 4
do hereby certify that J 06F-F1} E • 1146 M A 6 personally appeared
before me this the ZCp day of FE$ RUApn( _ _ 20 76 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
��/ SEAL_
Q2,fJGi'G� �L�it�GliL_ sa�u�
Signature*' D.
My Commission expires SEPT EMecP- 1 Z1 24ZZ.
NOTARY
n PUBLIC
.A -ISU
s9
C4UI .:'
Form DRPC-1 Rev.2 05Nov2009 Page 2 of'2

�r tfy71

ROBERT
CHILES
ENGINEERING
ENGINEERS • CONSULTANTS • MARINE SURVEYORS
26 February 2020
417-A BROAD ST.
P.O. 3OX 3496
NEW BERN, INC 28564-3496
PH: 252-637-4702
FX:252-637-3100
NC BELS FIRM F-1392
www.chilesengineering.com
CERTIFIED MAIL ELECTRONIC R/R NO. 7018 2290 0000 7583 8761
Mr. Roger K. Thorpe, Environmental Engineer
NCDEQ DEMLR
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889-3532
Re: Stormwater Permit No. SW7060520 For Bridge Pointe, New Bern, Craven County, NC
Dear Mr. Thorpe:
On behalf of the current SW permit owner, Bridge Pointe Development, LLC and its manager Mr.
.toe E. Thomas, we are submitting the following application package for the SW permit renewal
as requested in your letter dated December 1 1, 2019, The Stormwater Permit Renewal Application
Form submittal requirements (Item C - page 2 of 3) and additional documents are as follows:
1. Permit application processing fee - RCE Check # 1517 $505 payable to NCDEQ DEMLR.
2. One (1) original signed hard copy and one (1) electronic copy (CD) of the completed SW
Permit Renewal Form and requested and supporting documentation. Application signed
by a manger of the LLC.
3. SW Permit Renewal Form item A.4., page 1 of 3. Changes to the Permit Narrative. Note:
no increase in impervious sq. ft. One (1) hard copy and one (1) electronic copy.
4. NCDEQ Form DRPC-1 Rev.2 - High Density Commercial Subdivisions Deed Restrictions &
Protective Conveyances, signed. One (1) hard copy and one (1) electronic copy.
5. One (1) hard copy and one (1) electronic copy of Bridge Pointe Development, LLC's
documentation from the NC Secretary of State's web site.
6. Recorded plat "Bridge Pointe Development, LLC Recombination Plan Areas R- I and R-3 .
.. " Plat Cab I - Slides 61-G&H, 6-1 1-15, Sheets 1 of 2 & 2 of 2. One (1) hard copy & one (1)
electronic copy.
7. Copy of NC DEQ's request for renewal letter to Bridge Pointe Development, LLC, dated
12-1 1-2019, One (1) hard copy and one (1) electronic copy.
As we previously discussed the various stormwater forms and options concerning this SW renewal
permit, I appreciate your decision for us to use the standard three (3) page "Permit Renewal
Application Form". If you require additional information or have any questions, please do not
hesitate to call or email me at [e-mail] or Pete Chiles, P.E. at
[e-mail].
Best Regards,
ROBERT CHILES ENGINEEING
Barbara D. Francis
BDF/bCif
cc: Joe Thomas, Bridge Point Developrnent, LLC
FILE: 2020/2005 210 SW Renewal
2005 210SW Permit SW7060520 Renewal 11r.docx
CIVIL, MARINE, AND MECHANICAL ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
]REalVED LIAR 0 2 2020
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE
MARINE CONSULTING & NAVAL ARCHITECTURE

R O B E RT RIEVEIVED
CHILES
ENGINEERING
ENGINEERS • CONSULTANTS • MARINE SURVEYORS
0 2 202D
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NC 28564-3496
PH: 252-637-4702
FX:252-637-3100
NC BELS FIRM F-1392
www.chileseng ineeri�)g.corn
SW PERMIT NUMBER: SW7060520 - BRIDGE POINTE
BRIDGE POINTE DEVELOPMENT, LLC NEW BERN, CRAVEN COUNTY, NC
STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM
ITEM A. 4.: CHANGES TO THE PERMIT NARRATIVE:
The original approved Bridge Pointe SW Plan SW7060520 for Bridge Pointe Development
LLC purposed to develop a 16.42± acre parcel of land located along the lames City
waterfront at the confluence of the Trent and Neuse Rivers, opposite downtown New
Bern. Located within this original project area is the Bridge Pointe Hotel and its SW pond,
a marina office and unimproved gravel areas in both the northern and southern portions
of the tract. The original tract was approximately 95% impervious overall.
This SW Permit renewal application does not include any increase in impervious area but
an overall reduction in impervious area due to the sale of a 4.16± acre tract located in
the southern most portion of the tract. This tract of land was sold to the State Employees
Credit Union for construction of its new facility and its SW Permit number is SW7160310,
dated 4/19/16, for both Exclusion and Redevelopment of its site.
The proposed project has not yet been built. The only construction onsite has been to
repair the marina office after it was damaged by past hurricanes. The project site still
remains divided into its original two (2) drainage areas. Drainage Area 1 contains
approximately 1 1.38± acres located on the waterfront portion of the site (Revised Area
R-1 and Area R-2). %Thi�_5-04±_acre-Drainage=Area 2=has.-been.Lreduced-by-the-SECU
purchase--of=its=4=1�6�=acre�tract.�and�the�deletion of.�the_wet_detention-basin-ins-this
Drainage A e
The remaining area is a portion of Area R-3 that was recombined with Area R-1 as show
on Bridge Pointe Development, LLC Recombination Plan as recorded in Plat Cab I Slide
61 G&H. The sale of the SECU tract of land does not impact the percentage (%) of
impervious area for either drainage area as originally permitted.
CIVIL, MARINE, AND MECHANICAL ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE .AND RAILROAD FACILITIES DESIGN BOUNDARY SURVEYS AND MAPPING SERVICE
FORENSIC ENGINEERING AND FAILURE ANALYSIS MARINE CONSULTING & NAVAL ARCHITECTURE

North Carolina Secretary of State Search Results
https://www. sosne.gov/on 1 ine_sery ices/search/Btisiness_IZegistrati...
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Bridge Pointe Development, LLC
Information
Sosld: 0787577
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 6/16/2005
Registered Agent: WASLAW, LLC
Addresses
Reg Office
1001 College Court
New Bern, NC 28562
Reg Mailing
PO Box 867
New Bern, NC 28563
Company Officials
DIVED MAR D lU1U`'
Principal Office
1315 South Glenburnie Road Ste A2
New Bern, NC 28562
Mailing
PO Box 14165
New Bern, NC 28561
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager
Joseph L Alcoke Joseph E Thomas
1315 S Glenburnie Rd Ste 20 PO Box 14165
New Bern NC 28562 New Bern NC 28561-0337
1 of 1 10/31/2019, 10:22 AM

CITY OF
CERTIFICATE OF OWNERSHIC AN12 DEOICATION CERTIFTQAjFL OF SURVEY AND ACCURACY
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPER- I. ROBERT M. CHILES , CERTIFY THAT THIS PLAT WAS DRAWN l/�^
TY DESCRIBED HEREON, WHICH PROPERTY IS LOCATED WITHIN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER C `
THE SUBDIVISION REGULATION JURISDICTION OF THE CITY OF MY SUPERVISION FROM REFERENCES SHOWN HEREON;
NEW BERN, THAT WE HEREBY FREELY ADOPT THIS PLAN OF SUB- THAT THE BOUNDARIES NOT SURVEYED ARE o-
DIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND
THIS PLAT AS STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE. IN BOOK NZ& PAGE VA' THAT THE RA110 OF PRECISION AS � p
AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS CALCULATED IS 1:10,000; THAT THIS PLAT WAS PREPARED IN AGE
PRIVATE, AND THAT WE WILL MAINTAIN ALL SUCH AREAS UNTIL ACCORDANCE WITH G.S. 47-30 AS AMENDED.
THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE WITNESS MY OWGINAL SIGNATURE, REGISTRATION NUMBER AND
AUTHORITY, ALL PROPERTY SHOWN ON THIS PLAT AS DEDICAT-
ED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR aw.
ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER
USE IS APPROVED BY THE BOARD OF ALDERMEN IN THE PUBLIC
INTE 5 v�'J'%J�j� PROFESSIONAL LAND SURVEY o¢SIO'�'y
AUTk{� D R NT, BRI POiNTE DEVELOPMENT. LLC } " SAL _ VICINITY M P
MA-Y Z 8 . 2d 15 �psuR�`7.o� yZ
DATE
CERTIFICATE OF NOTARY .PIUBLIC
pp,, NCRTIH� CAROLINA, CR VCNI COUNTY
1„�ap� K• F�,4NcK A NOTARY PUBLIC OF THE COUNTY
AND STATEI/I� AFORESAID, CERTIFY THAT .]OS
E TIT&A PERSONALLY APPEARED BEFORE
ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FORE-
GOING INSTRUMENT. gWITNESS MY HANDf AND OFFICIAL STAMP
OR SEAL, THIS DAY OF •t; 1 ,
20A. 15
NOTARY PUBLIC
MY COMMISSION EXPIRES: JUIVE 24y 2417
NOTARY
PUBLIC
CN COUNS
Image ID: OD0002488782 TVDe: CRP
R.garded; 08/lt/2015 at 01758;39 PH
Fee AM $42.00 Page i of 2
workflaVN 0000135929-0001
Craven, NC
Sherri B. Rleh.rd Regl.t.r of Deed.
-3362 -643
CERTIFICATE OF REMEW_OEOCER
NORTH CAROLINA, CRAVEN COUNTY
A REVIEW OFFICER OF CRAVEN
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR R��EC�O�RDDIING. L/-y�(� �r� !
6z-L - 15 -lam^
DAIE REVIEW OFFICER
CERTIFICATE OF REGISTER 0C DEEDS
NORTH CAROLINA, CRAVEN COUNTY
FILED FOR REGISTRATION AT f .' 53 AM& O'CLOCK
THIS � DAY OF , )1 xt1e- _ 2D 15
PLAT CABINET 'T- SLIDE 0 G
DEED BOOK 3S(O P PAGE (Dy 3
SHERRI B. RICHARD / REGISTER OF DEEDS
REGISTER OF DEEDS / AW45TAW / DEPUTY
Wim
1, ROBERT M. CHILES, CERTIFY THAT THE 404 JURISDICTIONAL
WETLANDS INDICATED ON THIS PLAT WERE DELINEATED AND
APPROVED BY THE U.S. ARMY CORPS OF ENGINEERS AS STATED
IN THE NOTIFICATION OF JURISDICTIONAL DETERMINATION ORM ID:
SAW-2006-32643-125, DATED 6-16-2006. SIGNED BY SCOTT
JONES. AREA COORDINATOR FOR THE U.S. ARMY CORPS OF
ENGINEERS.
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND
SEAL THIS . DAY _OF 1`T j A .D.. 201,5
PROFESSIONAL LAND
CERTIFICATE OF _V9RQSE OF PLAT
THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF
EXISTI{GP8$QELS, A COURT ORDERED SURVEY. OR OTHER EXCEPTION TO
THE DEFINITION OF SUBDIVISION. M
SIGNED:
PROFESSIONAL LAND SURVEYOR :�,I'OQE55Ip t
DATE; � � i Y�0.�, Z� 15
Fa�SEAI_= -
FSUf1 �y�y:
,''"�7ji? UIFI11141U
I HEREBY CERTIFY THAT THIS SURVEY IS THE COMBINATION OR
RECOMBINATION OF PORTIONS OF PREVIOUSLY SUBDIVIDED AND
RECORDED LOTS WHERE THE TOTAL NUMBER OF LOTS IS NOT
INCREASED AND THE RESULTANT LOTS ARE EQUAL TO OR
EXCEED THE MINIMUM STANDARDS SET FORTH IN SECTION 15-15
(116) (I) CITY OF NEW 6�R�LAND U E ORDINANCE.
DATE DOEL/GOMENT' PkVOV/PLANNING DEPARTMENT
NOTES.
1. AREA BY COORDINATES
2. THIS SURVEY DOES NOT ADDRESS THE EXISTENCE, SIZE, OR DEPTH OF ANY UNDERGROUND
UTILITIES OTHER THAN SHOWN ON PLAT.
3. THIS PROPERTY IDES WITHIN A SPECIAL FLOOD HAZARD AREA. ZONE AE (BASE FLOOD ELEVATION 8'),
PER F.I.R.M. 37205489005, EFFECTIVE DATE JULY 2. 2004.
4. PROPERTY SERVED BY PUBLIC WATER AND SEWER SYSTEMS.
5. DEED REFERENCES:
DEED BOOK 1147 PAGE 44
DEED BOOK 1147 PAGE 47
DEED 1300K 1766 PAGE 745
DEED BOOK 1766 PAGE 720
DEED BOOK 1786 PAGE 728
DEED BOOK 1788 PAGE 757
DEED BOOK 1766 PAGE 752
DEED BOOK 1900 PACE 133
DEED BOOK 2743 PACE 184
DEED BOOK 3080 PAGE 0762
6. MAP REFERENCES
PLAT CABINET G SLIDE 104 H
PLAT CABINET G SLIDE 3B A
PLAT CABINET F SLIDE 125 C
PLAT CABINET H SLIDE 72 G&H
PLAT CAB]NET I SLIDES 58 F&G
7. BUILDINGS AND ROAD ALIGNMENTS SHOWN FROM PREVIOUS SURVEYS.
8. THIS MAP SHOWS THE RECOMBINATION OF 1.41d: AC. PORTION OF AREA R-3
INTO AREA R-1 AS WAS SHOWN ON P.C. H, SL 72-H AND P.C. I, SL 58-G
TIVED MAK
OWNER/DEVELOPER
BRIDGE POINTE DEVELOPMENT, LLC
MR. JOSEPH E. THOMAS, MEMBER MANAGER
1315 S. GLENBURNIE ROAD
NEW BERN, NORTH CAROLNA 28562
[phone]
ENGINEER/&RVEYOR
ROBERT M. CHILES, P.E.
ENGINEERS & CONSULTANTS
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
[phone]
SHEET 1 OF 2
ZIDGE POINTE DEVELOPMENT, LLC
RECOMBINATION PLAN
AREAS R-1 AND R-3
FROM RECORDED PLATS IN
PLAT CABINET H, -SLIDE - 72—G&H
PLAT CABINET I, SLIDES 58—F&G
CITY OF NEW BERN TWSP. 7 CRAVEN COUNTY NORTH CAR(
DATE: 5-14-2015 ROBERT M. CHILES, P
JOB NO. 2005152 ENGINEERS AND CONSULTANTS
417 A BROAD STREET
SCALE: N/A NEW BERN, NORTH CAROLINA
252.637-4702
.E.

CERTiF1m.ATE QE BQAEtr OFTICSR I
LL NORTH CAROUNA, CRAVEN COUNTY
I,�>✓31D�u „ P-f _ A REVIEW OFFICER OF CRAVEN
COUNTY. CERTIFY ,FIAT- THE MAP OR PLAT TO WHICH THIS TREN T RIVER
CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REOUIREMLNTS
FOR RECORDING.
DATE REVIEW OMCER \
f^nnCATF OF
NdiTH CAROUNA, CRAVEN COUNTY ) B
FILED FOR REGISTRATION AT • . _. _ AAl M 0' LOCK v / •� �i\ \ Q
THIS ...-1�-- DAY OF Jam+, - - - 20 15 \
PLAT CABINET SLIDE „_,_S!1<1_1,1� Lie r �p,5�•!+c'.'��.' / s�\ \\ \\ \\ \\
DEED BOOK�,�SO t�� PAGE uq
%RRI19. RICHARDX REGISTER OF DEEDSWAna-
REGSTER OF DEEDS / ABSISTAI4T toDEPVTYI r r ,, sue`- , .• `, / R-4�\\
I I r sid/ M \ \ Cy \
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l ` \
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ARCA R-4
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DATE PROFESSIONAL LAND �•sy f fA - fr rp \ \ \ ry Qy \\
SEAL ff r r rx NORMAL WATERLINE \
L•157 j j � r r^ m 7-7-2065 \ .\
f FRrIJICI 1-___
8. //r
i�6 1\\ S84. 2 W4N- $if ff +r \ \ J I' jl 404 WETLANDS PER U.S. AF AY CORPS OF
I ENGINEERS ORM IU SAW706-32543-125
7z (REVISED) \ 16.
r e R AREA R-1 U /! \
g mf^ 273,565 SQ. FT.
6.28 ACRES
I o (INCLUDES ADDED PORTION ° AREA R-2 /
x r OF AREA R-3) P.C. I SL, 58 F&G
a rm ZONED C--3 $ d ZONED C-3
f o rA (EXIST, HOWELL ROAD) M (EXIST:101 HOWELL ROAD) /
r 2 £A$
CITY OFHNEW BERN 8. Uj!•YTT- B, +' . 75gr
P.O. BOR 1129 ��CCCCC
NEW KERN. NO 28563 584 63.94.
OB 190D PC 133
f115 HOWELL ROAD) Q f 8g 92'YO:W�
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v i NEW PRIVATE RESTAURANT PROPERTIES - SET IRON PIN
r ''`7,r'� ' �2•\� (OUTBACK STEAKHOUSE) / OHE-B OVERHEAD ELECTRIC LINEEXISTNG CONCRETE ONUIUFNT (DISTURBED)
r 1 u 42' DB 3080 PG 0762
U frl J0F OB 1766 PG 757 SBL -SET BACK LINE
C (EXIST: 111 ROWELL ROAD) ./ ET -_ELECTRIC TRANSFORMER
.r ZONED C-3 / / / MBL - MINIMUM BUILDING UNE
7 ,�* C&C - CONCRETE CURB & GUTTER
C L 3 O - UNMONUMENTED POINT
q RRS - RAILROAD SPIKE
POWER POLE
1 o r(r CY /. / 2- G} TP - TELEPHONE PEDESTAL
f n / f'r / `�4235• , �p / ?� CURVE TABLE
j �0 / \ CURVE LENGTH RADIUS CHORD BEARING DELTA
OT LINE AREA R-3
J �'J C7 R ' 22190, 8.43' NO ' 3'49• 9�T 7"
2.30' 12 D' N22'�B'03"E 2'49'09"
CITY OF NEW BERN Q
r m 15' ELECTRIC / '�
r� 1 EASEMENT/
(REVISED) D.B. 1147, PG.44AREA / xry• Q / -� \v
181.423 Q.3FT. II Il �I1I�Ill�lf
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1o;w cyi w 1 15' ELECTRIC / al EASEMENT SHEET 2 OF 2
D.B. 1147, �PG,47 YJ
,r ✓r�36
�' BRIDGE POINTE DEVELOPMENT, LLC
I f' RRs RECOMBINATION PLAN
rr, /OWN R/DE OPER w
it��' ; / I AREAS R-1 AND R-3
/f4�,�^' BRIDGE POINTE DEVELOPMENT, LTC / vs FROM RECORDED PLATS IN
JMEMBER MANAGER
S. GLENBURN E ROAD 315�- PLAT CABINET H, SLIDE 72••-G&H
., •;86.' S' NEW BERN, NORTH CAROLINA 28552 V
[phone] ms PLAT CABINET I, SLIDES 58—F&G
£ S6r'11�a"w
ENGINEER/SURVEYOR / �o CITY OF NEW BERN TWSP. 7 CRAVEN COUNTY NORTH CAROLINA
- - — ROBERT M. CHILES, P.E. / DATE: 5-14-2015 ROBERT M. CHILES, P.E.
r ENGINEERS & CONSULTANTS ENGINEERS AND CONSULTANTS
P.D. BOX 3496 JOB N0, 2005152 417 A BROAD STREET
r NEW BERN. NORTH CAROLINA 28564-3496 NEW BERN, NORTH CAROLINA
[phone] SCALE: 1" i00' 252-637-4702
REDUCED
n
b
j

A/A P
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Dfrector
NORTH CAROLINA
Environmental Qualfry
December 11, 2019
Bridge Pointe Development, LLC
Attention: Mr. Joseph L. Aicoke, Manager
1315 S Glenburnie Rd Ste 20
New Bern, NC 28562
Subject: Stormwater Permit No. SW7060520 Renewal
Bridge Pointe
High Density Stormwater Project
Dear Mr. Alcoke: Craven County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060520 for a stormwater treatment system consisting of two
wet detention ponds to serve a proposed redevelopment of a site located on Howell
Road, New Bern, NC expires on June 2, 2020. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. If this project was not constructed and you do not
wish to maintain the permit, please advise. Permit application forms for renewal can be
found on our website at:
https:.//deq.nc.gov,./about/divisionsJenet-gy-mineral-laiid-resources/eiiergv-mineral-lane!
rules '/Stormwater-program/post-construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if the project is constructed.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at rQger.thorpe@ncdei)r.gov.
Sincerely,
Roger K. Thorpe -
Environmental Engineer
North Carolina Department of Environmental Qualiry J Dlviston of Energy, Mfneral and I_apr Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Car oilna 7.7889
y��l.�yDurun '~
o.vm...e ei �wo.manu i w.i� 252.946.64 61

CAI
r!�_rlhLIMITED LIABILITY COMPANY ANNUAL
l0/2017
NAME OF LIMITED LIABILITY COMPANY:
Bridge Pointe Development, LLC
SECRETARY OF STATE ID NUMBER: 0787577 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2019
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: WASLAW. LLC
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
SOSID: 0787577
Date Filed: 4/11/2019 11:59:00 PM
Elaine F. ,Marshall
North Carolina Secretary of State
C2019 102 08227
FMChanges
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1001 College Court PO Box 867
New Bern, NC 28562 Craven
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Hotel
New Bern, NC 28563 Craven
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3: PRINCIPAL OFFICE EMAI Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1315 South Gleriburnie Road Ste'A2 PO Box 14165
New Bern,.NC 28562 Craven
New Bern, NC 28561 Craven
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business.
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Joseph L Alcoke
TITLE: Manager
ADDRESS:
1315 S Glenburnie Rd Ste 20
NAME: Joseph E Thomas
TITLE: Manager
ADDRESS:
PO Box 14165
NAME:
TITLE:
ADDRESS:
New Bern, NC 28562 Craven New Bern, NC 28561 Craven
SECTION D: CERTIFICATION OF ANNUAL RE R Section D must be completed in its -entirety by a person/business entity.
3�
SIG ATU ATE
Form must.be signed by Company Official listed under Section G'of This form.
Joseph E. Thomas
Manager
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 2, 2006
Mr. Joe Thomas, Member/Manager
Bridge Pointe Development, LLC
1315 So. Glenburnie Rd.
New Bern, NC 28561
Subject: Stormwater Permit No. SW7060620
Bridge Pointe
High Density Project - Redevelopment
Craven County
Dear Mr. Thomas:
The Washington Regional Office received a complete Stormwater'Management Permit
Application for Bridge Pointe Redevelopment on May 19, 2006. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7060520 dated June 2, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 2, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
Sincerely,
l
Al Hodge
Regional Supervisor
Surface Water Protection Section
AH/sav: C:ISTORMWATERIPERMITISW7060520
cc: Rober M. Chiles, PE
VNew Bern Building Inspections
Washington Regional Office
Central Files
None
orth Caro
Aalural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: wv,,w.ncwaternva[itv.orR 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
An Equal OpportunitylAffirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060520
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bridge Pointe Development, LLC
Bridge Pointe
Craven County
FOR THE
construction, operation and maintenance of two wet. detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm wafer rules')
and the approved stormwater management plans -and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 2, 2016, and shall. be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls have been designed to handle the runoff from 9.94 acres of impervious
area with existing 1.23 acres of off -site area.
3. The tract will be limited to the 9.94 acres of built -upon area within the total project
area of 16.42 acres as indicated on the application and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage areas of this
project must be directed into the permitted stormwater control systems per
approved plans.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7060520
W
91
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
Pond 1
Pond 2
a.
Drainage Area, acres:
11.38
5.04
b.
Total Impervious Surfaces, ac:
7.15(+1.23off-site)
2.79
treated sw
C.
Design Storm, inches:
1.0
1.0
d.
Pond Depth, feet:
6.00
4.00
e.
TSS removal efficiency:
90%
90%
f.
Permanent Pool Elevation, FMSL:
3.00
5.00
g.
Permanent Pool Surface Area, ft2:
24,700
12,588
h.
Permanent Storage Volume, ft3:
116,100
31,000
i.
Permitted Forebay Volume, ft3:
23,400
5,950
i.
Temporary Storage Elevation, FMSL:
4.50
6.00
j.
Temporary Storage Volume, ft3:
39,300
13,250
k.
Controlling Orifice:
2.0" � pipe
1.5" � pipe
1.
Receiving Stream/River Basin:
Trent River 1 Neuse
M.
Stream Index Number:
27-101-(39)
• n.
Classification of Water Body:
"SB; Sw, NSW"
Ill. SCHEDULE OF COMPLIANCE
1. The stormwater management systems shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety arid maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans arid
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7060520
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of
Occupancy, and prior to operation of this permitted facility, a certification
must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be
required for those' deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
B. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Mayor permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7060520
13. This permit shall be effective from the date of issuance until June 2, 2016.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Ill. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 2"d day of -June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�---1 — for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7060520
Page 1 of 2
Bridge Pointe Redevelopment
Stormwater Permit No. SW7060520
Craven County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for
Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEA!_
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7060520
Page 2 of 2
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Bern Building Inspections
Page 7 of 7

.,,,
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION
To,, 1z4)0r`rh,vr�zQwa.
_rv'4M iN164%WWrClt40�
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section,.N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place NIA in the blanAk,)L CF E D
Part A.
1. Project Name BRIDGE POINTE
MAY 17 2006
2. Location of land -disturbing activity: County_CRAVEN, CITY of NEW BERN
uWQ-vuARo
HighwaylStreet_100 BLOCK, HOWELL ROAD Latitude 35d05'51" N Longitude 77d02'23" W
3. Approximate date land -disturbing activity will commence: UPON RECEIPT OF PERMITS
4. Purpose of development: MIXED USEL PRIMARILY RESIDENTIAL
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 16.42
6. Amount of fee enclosed: $_850_. The Express Permitting application fee is a dual charge. The
normal fee of $50.00 per acre (rounded up to the next acre) is assessed without a ceiling amount. In
addition, the Express'Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed XXX
Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name: Robert M. Chiles, PE
PO Box 3496
New Bern, NC 28564-3496
[phone] ofc 637-3100 fax
[e-mail]
Landowner(s) of Record:
BRIDGE POINTE DEVELOPMENT, LLC
1315 SO, GLENBURNIE RD,
NEW BERN, NC 28561
[phone]
Mr. Joe Thomas, Member/Manager
[e-mail]
MAY 1 .5 200E
i
LAND Qttxfry acc fr c;;-
WASHINGTON REGION'?
10. Deed Book No._2338_ Page No._361_ Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially - responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
BRIDGE POINTE DEVELOPMENT, LLC
1315 SO. GLENBURNIE RD.
NEW BERN, NC 28561
[phone]
Mr. Joe Thomas, MemberlManager
[e-mail]

"2. (a) if the Financially Responsible Party is not a resident of North Carolina, give name and -street address
of the designated North Carolina Agent:
Name
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Teiephone Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Robert M, Chiles, PE _ _ [e-mail]
Engineering Firm or other consultant E-mail Address
Robert M. Chiles, PE [phone] ofc 637-3100 fax
Individual contact person
The above information is true and correct to the best of my.knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there by
any change in the information provided herein.
Type or print ngme Title or Py6lhority
-S�_os-ifQ
Signat re Date
I, ��ScL a Notary Public of the County of � L
State of North Carolina, hereby certi that � j zh appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my h Batt �i �s lx,�� seal, this 4� day of MC 20
Pa 1�1/ U
�OSARy•:S No
1~,-t�HUzI,�C�C7
Peal y
• G v — My commission expires CLU
:�PUg4� •r 2'
CO
'41111111 t i1111�1

ROBERT M. CHILES, P.E. /
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
May 15, 2006
HAND DELIVERED
Mr. Scott Vinson
NC DENR, Division of Water Quality
943 Washington Square Mall
Washington, N. C. 27889
B US I N ES5 : 252-637-4702
FAX: [phone]
office,a robertmchiles e.com
mikerice a robertmehilespe.com
Enclosures: (1) 2 copies, DWQ Stormwater Management Permit Application Forms SWU101 & 102,
(2) 2 Sets of Drawings, Bridge Pointe Stormwater Management Plan (Various Sheet
Names) for Bridge Pointe Development, LLC prepared by Robert M. Chiles, PE.
Dear Mr. Vinson:
On behalf of our client, Bridge Pointe Development, LLC we submit the enc4osed forms, and plans
for express review and approval.
This project involves the development of a l 6.42-acre parcel of land located along the
James City waterfront at the confluence of-the6.Trent and Neuse Rivers, opposite from downtown New
Bern. The existing site contains the Bridge Pointe Hotel, and is approxima#ely 95% impervious overall. Work
associated with the project includes preparation of the site for construction of 3 residential condominium
buildings, a new marina office, the destruction of the existing hotel and construction of a new hotel.
Modification of the existing stormwater management system, construction of an additional siormwaier
management system, parking and roads will also be performed. The disturbed area created by the
proposed work includes most of the existing .1 8.42.acres. -
Proposed erosion and sedimentation control measures for this site include temporary and
permanent seeding or sodding, temporary construction entrances; silt fence, rip rap and drop inlet
protection.
Should you require additional information or have any questions, please contact us your
convenience,
Very truly yours,
OBERT M. CHILES, P.E.
Michael L. Rice, P.E.
MAY "I J201
V-
DWQ-WARD
MECHANICAL. CIVIL, AND MARINE ENGINEERING
COMMERCIAL, INDUSTRIAL, MARINE. AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MAR114E. Fil'DROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS .AND MAPPING SERVICE