SW8920807_HISTORICAL FILE_19921202

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 cj 2 O '� 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
V)9 21102
YYYYMMDD

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
December 2, 1992
DIVISION OF ENVIRONMENTAL MANAGEMENT
The Honorable J.E. Foster, II, Mayor
Town of Kure Beach
Post Office Box 3
Kure Beach, North Carolina 28449
Subject: Certification of Compliance
with Stormwater Regulations
Stormwater Project No. 920807
Kure Dunes, Phase II
New Hanover County
Dear Mayor Foster:
This Certification is pursuant to the application for Kure Dunes, Phase lI received on July 15,
1992, with additional information received on November 30, 1992. Based on our review of the
project plans and specifications, we have determined that the Kure Dunes, Phase II stormwater
control system complies with the Stormwater Regulations set forth in Title 15A NCAC 2H.1003(i).
The lots numbered 30R-33R and 34-54 are limited to 70% of the lot area as built -upon surface (Deed
restrictions attached). The runoff will be treated in a detention pond sized to achieve 90% reduction
in Total Suspended Solids, and in exfiltration trenches for a portion of the entrance road and for Lots
31R-33R.
Any modification of the plans submitted to this Office or further development of this site will
require an additional Stormwater Submittal/Modification and approval prior to initiation of
construction. Modifications include but are not limited to; project name changes, transfer of
ownership, redesign of built -upon surfaces, addition of built -upon surfaces, redesign or further
subdivision of the project area.
This Certification shall be effective from the date of issuance until rescinded. The project
shall be constructed and maintained in accordance with the plans and specifications approved by the
Wilmington Regional Office. This Certification does not supersede any other permit or approval. The
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3945 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mayor Foster
December 2, 1992
Stormwater Project No. 920807
developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project. This could include the Division of Coastal Management under CAMA
requirements, The Division of Environmental Management under Wetland 401 Water Quality
Certification and/or a Dredge and Fill Permit and/or a Sewer Extension/Collection Permit, U.S.
Army Corps of Engineers 404 Wetland Permit, local County or Town Agency permits under their
local ordinances, or others that may be required.
Deed restrictions have been received and recorded with the Office of the Register of Deeds. A
copy of the recorded restrictions, including deed book and page number, has been forwarded to this
Office.
Future phases are included in the design, however, plans must be submitted for those phases
before they are built to check the routing and to verify that the number of lots previously accounted
for in the pond design is not exceeded.
A professional engineer must certify that the stormwater system has been installed in
accordance with the approved plans and specifications upon completion of construction. The attached
certification should be received by this Office within 30 days of completion of construction.
If you have any questions concerning this matter, please call Ms. Linda Lewis or me at (919)
395-3900.
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/arl: 920807.NOV
cc: Mr. Carl Farmer, P.E., Henry von Oesen and Associates
Mr. Sky Conklin, New Hanover County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
04

PROJECT DATA
Project Name:
Project No.:
DIVISION OF ENVIRONMENTAL MANAGEMENT
Evaluation of Stormwater Infiltration System
Kure Dunes Phase II
920807
Location (County, Township/Municipality, Address):
New Hanover County
Applicant Name: The Honorable J.E. Foster, II, Mayor
Town of Kure Beach
Mailing Address: Kure Beach, North Carolina 28449
Submittal Date: July 15, 1992
Water Body Receiving Stormwater Runoff: Atlantic Ocean
Classification of Water Body: "SB"
INFILTRATION SYSTEM EVALUATION
1. Yes No System is capable of treating and disposing of runoff from all impervious
surfaces resulting from 1 inch of rain.
2. Yes No The system is located at least 30 feet from surface waters.
3. Yes No The system is a minimum of 100 feet from water supply wells.
4. Yes No The bottom of the system is a minimum of 2 feet above the seasonal high
water table.
5. Yes No Runoff in excess of the design volume by-passes the system and does not
flush pollutants through the system.
6. Yes No A method is used to provide even distribution of runoff over the length of
the vegetative filter.
7. Yes No The slope and width of the vegetative filter provide non -erosive flow for the
10-year 24-hr storm with a 10 year, 1-hr intensity
-continued-
E

8. Yes
9. Yes
10. Yes
11. Yes
12. Yes
13. Yes
14. Yes
15. Yes
INFILTRATION SYSTEM CONTINUED
No The vegetative filter has a slope of 5 % or less.
No The vegetative filter is natural, grassed or artificially planted wetland
vegetation.
No The system has been shown to completely draw down in 5 days.
No Soil has a minimum hydraulic conductivity of 0.52 in/hr.
No The system is not sited on or in fill material.
No The system has an observation well.
No An appropriate operation and maintenance plan has been provided for the
system.
No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15 NCAC 2H. (g), (h), 0), (k) and (1) (For yes, 1
through 14 above must all be circled yes).
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
2 PEC 92 , ,
Date Individual Evaluating Form/Plans
Z 1Pc,1� in5l- —! �!
Date ':-Z�gional Vater Quality Supervisor
Date Regional Soil Scientist
cc: Applicant/WiRO/Mills/CF
0

Kure Dunes, Phase II
Stormwater Project No. 920807
Engineer's Certification
I, , as a duly registered Professional Engineer 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.
Signature
Registration Number
Date
7

1
DIVISION OF ENVIRONMENTAL MANAGEMENT
Evaluation of Stormwater Treatment and Disposal System
0
PROJECT DATA
Project Name: Kure Dunes, Phase II
Project Number: 920807
Location: New Hanover County
Applicant: The Honorable J.E. Foster, 11, Mayor
Mailing Address: Town of Kure Beach
Post Office Box 3
Kure Beach, North Carolina 28449
Submittal Date: July 15, 1992
Water Body Receiving Stormwater Runoff: Atlantic Ocean
Classification of Water Body: "SB"
If Class SA, chloride sampling results: mg/1 (<500 mg/1 at .5 miles from
release)
WET DETENTION POND EVALUATION
1.
Yes
No
The design storage is for the runoff from all impervious surfaces resulting
from 1-inch of rainfall and is located above the permanent pool.
2.
Yes
No
The permanent pool is designed for 90% total suspended solid (TSS)
removal. Therefore, no vegetative filter is required.
3.
Yes
No
The runoff completely draws down to the permanent pool in 5 days, but not
less than 2 days.
4.
Yes
No
The mean depth of the permanent pool is a minimum of 3 feet.
5.
Yes
No
The inlet structure is designed to minimize turbulence and short circuiting.
6.
Yes
No
An appropriate operation and maintenance plan has been provided for
the system.
-continued-
3

WET DETENTION POND EVALUATION CONTINUED
7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1
through 7 must all be circled Yes.)
Brief Explanation:- This detention pond is designed to remove 90% total suspended solids without the
aide of a vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
2 OEC- 92 /6"C&' �
Date Individual Evaluating Form/Plans
Date Water Quality Supervisor
cc: Applicant/WiRO/ARL/CF
4

COME WHERE
z TAIUM of +Karr IM
TO nt art uE
P. O. Box #3 Phone [phone]
KURE BEACH, N. C. 28449 --
December 2, 1992 RECEIVE[)
DEC 3 1992
DEHNR-DEM Wilmington
127 Cardinal Drive Extension DEMp�l � �
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis, Environmental
Engineer I
Dear Ms. Lewis:
RE: Kure Dunes Phase II, Stormwater Management.
Transmitted herewith is the original Operation and Maintenance Plan
for Kure Dunes Phase II signed and notarized.
If additional information is needed, please advise.
Sincerely, j
Frances S. Jones
Town Clerk/Treas.
ij
Enclosure
cc: Mr. Carl Farmer, P.E.
R
DEC C 8 1992 U
D E M
,oj 9Z0-?07

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary November 24, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
The Honorable J.E. Foster, Mayor
Town of Kure Beach
Post Office Box 3
Kure Beach, North Carolina 28449
Subject: Kure Dunes Phase II
Stormwater Management
Stormwater Project No. 920807
Dear Mayor Foster:
Enclosed please find the original Operation and Maintenance Plan for Kure Dunes Phase II in
which the Town of Kure Beach was named as the responsible party for the maintenance of both the
detention pond and the exfiltration trenches. This information was provided by Mr. Joseph Hearne, the
developer, whom I assume has spoken to you concerning the Town's involvement. If the Town is willing
to take on the responsibility, the Certification issued by this Office will be in your name, and the State
of North Carolina will enforce the stormwater requirements through the Town of Kure Beach.
If this is satisfactory, please sign and notarize the document and return a copy to this Office so
that the Certification can be issued. Thank you for your time, and if you have any questions, please do
not hesitate to call me.
Sincerely,
Ms. Linda Lewis
Environmental Engineer I
DA/arl: 920807. NOV
cc: Mr. Carl Farmer, P.E.
Mr. Joseph C. Hearne
P)-Linda-Lewis�
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
C/ An Equal Opportunity Affirmative Action Employer

MEMORANDUM
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7650 MARKET STREET
.'WILMINGTON, NORTH CAROLINA 28405
ENGINEERING
F., OFFICE: 9 1 4-686-9 1) iw-
FAX -919-686-9666
October, d 9,2
'Oesen-& Asso let
Henry` on c as,,
Post Office;Box 2087
Wi 1 mington. 'North Carblina 28402
a ference: t-Hydrauli6 Conductiv'ity-, Testing
Dunes w-':Phasa If
... .. "­,,.;­Kure� Beach,:,'North L'Carol ina v
04-92 -JOb, NO ;2
..............
Mr Farmer
Dear,"
m 'i d a n
c mp a-ta za
1" ach. Engineer
is Soil':
1 _7
�ati n
eva uation-lof�the-on-`site soils..for, t r-L:: from 'the.
Dunes -Phase JI-..project...-; - --Thie pdrpos�a,,­6f our ...- evaluation ­
'c6nduct-ivity-of", the 'existing soils "a t.
o hydrauii6,
was 't - -determine t
-d"- h
the tw&-desi6nil�L stormwater. isciarge area ­v
�sted;--,::oui-*,�.r,6pi�6E�entatives,,.�-*pretor ed'dnfi1tr'6t:i
-equE
and a :oji-.sl,- :soi s -:at:,,.-t
d subsurfaoe��.samp 'Inq7--o n
I'd
(:>cat'ionsj.,:adjA'cent-,.,"to'.,'Lat -,#25 san #��o -ea
-J,WO
-desi
If i 'ra, lon r a a "0 t h a _a X is i nal- s
t t
d t rmi ned 4-.wit -`--doub,
a
dpp-th,--O' Isrha-,gp- '--�,twas a� a',
�'T -soil- a
e-isu Sur ace',
ou nd dc'e, 'a
1z
were -'obtained, f o''r urther-,'4na IY's i's 'Selected amF1' w re
r a i n s z na 1413 1. s .
1� u V a._ -or,
t,,--t-- rat
a vi.-D-422.-:�-L, artzc' -a Size 'Afial�sis '6 -SoiTS'.-
ra�o-.Y;, asl-,ln
a -1-ab,5
,Based..' 6' n. the It's of .66--r'xf ia I'd: ­nd'.
the -­on-�'sita"sofls: wera 'a relati-valy"-'free -.draining-.- san w hic -..contai
s 11 6, from6, 2-.0'. -percent
c ay t,,-.siz�
om-. .-38
'G r odndwata'r`,�,�Ias- `,measured --e�i6h '�'16c-a:tions--,-an -:range fr'.­ .3
9 has 0
--below`-".'the­ surf'ace%---'xOur, as S. ­1�ln lcz
o -13 gal lons---�par
-ex; sting.t'- I nf i'It'r at. 1­0 n -;Y'a­t "'would , -.r-a n66 -.-'-f r, o-, I - !�.
.-.-Our tasts .,at'.Lot.. Zs '-in 'a s owe-,-.,.rat--.'o
'per I ate
of,.a X,S_ be� -6 a
d allS a
0 ..-.inf'i I trat ion! -that -at -Lot #28'.,­-Th�is con lti6n
th�-d '�.condition (,up gradient
e�n-sltx'.'-**o'f- .-th6 -%ji-j"Lplaca ".that-
-�-`-.�aPpropr i , a Ea �s afety'-'factor--­'64* ppEied'-'to,'.,these..--ihfilt a ib as
n'system.
design. o'r,atio.

- -
it
' -.-.:,Henryvo6.'0esen & lAssociates, - 16 . -
-.
_ ixa'f _
�October:.1992.Pag-
i.
_ tit.-� .•,• - -
e Two•"
.:tv
From.our -site' obse"rvations'-of .the .subsurface soils, it 'is
our :opinion:'that the 'seasonal -high groundwater .condition+ would 'range
from 30 to.;3b;inches below the present'.ground surface at`each location;,:
r.:� nvestigated_`;;:'Zt;:is idkely`this:condition_'could_ be :effected tidal,ft' ,
''.fluctuations ;r:,.
,
- ,:•..:.'':.Attached --;please �:.fi'nd*,'r He``iresults
;.;:'laboratory",_testing.:.and , a'."sketch;-showing ;the .test- :locations;=',',.'=If;:-:you,=_:�=_'::;'�;:
shbuId have`..any .°questions' af_t2r reviewing:`this-lefter,;°.please do7'not
" .. •, hesitate .to' contact us '
:Ver" �trul'y�! our,se
- Y• Y .''
• �.: ....:.::•:... ........ . ,..._..,--::r�" �:SOIC-:TECH.,ENGZNEERING�•,:;��"``:::-;:'
e
",;•:"•� :` -<< ',,; Y Ma• gar`- �> r +- 's.

Infiltration Data
Kure Dunes - Phase II
Kure Beach, North Carolina
® Job No. 204-92
Depth Infiltration Rate
Test_ Location
Lot #25
-20" 5.5 gallons per hour per square foot
Lot #28
_26" 18.5 gallons per hours per square foot
Depth indicated is measured below the existing ground surface.
Infiltration rate is actual rate obtained from field test data
Location:
Depth
Sieve Size
#4
#8
#10
#40
#80
#200
Percent Moisture:
Soil Description:
Grain Size Analysis
Kure Dunes - Phase II
Kure Beach, North Carolina
Job No. 204-92
Lot #25
24-48"
99.9
37.3
2.0
0.8
4.5
Lot #28
0-36"
a t Passin4 BY Weight
96.8 '
95.8
94.5
63.0
8.5
2.0
Brown/Light
Gray Fine to.
Medizun SAND
13.0
Black Fine
to Mediiun
SAND with
Organics
Lot #28
36-48"
99.2
63.8
4.4
0.9
21.2
Broom Fine
to Mediznn
SAND

October 12, 1992
Location
Site Evaluation
Kure Dunes - Phase II
Kure Beach, North Carolina
Job -No. 204-92
Depth
Description
Lot #25 0-24" Tan/Brown/Gray Fine to Medium SAND
24-48" Brown/Light Gray Fine to Medium SAND
Groundwater was encountered at 38" below ground surface.*
Lot #28 0-36" Black Fine to Mediun SAND with Organics
36-48" Brown Fine to Mediun SAND
Groundwater was encountered it 48* below ground surface.
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q�

Spotters
/ court
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Lot 23 Lot 24 Lot 25 ILot 26 Lot 27 Lot 28
n I
0 Denotes location of our testing and investigation
ENC3IIVEERING
Kure Dunes - Phase II

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-A-cmcUMgiu r K10,
ORDINANCC
That Section 5-61 of the Code of the Town o= nuLG
North Carolina, is hereby amended to read as follows:
Sec. 5-61. PREREQUISITE to construction, demolition,
remodeling, etc.
Except as provided in Section 5-62, no building,
building repairs, remodeling, installation, drive-
way, parking lot, or other ground covering imper-
vious surface, other construction or demolition
shall begin in the Town until a permit has been
obtained from the Building Inspector.
No permit shall be issued if the total square
footage of the buildings and impervious ground
covering surface will exceed seventy (70) per
cent of the lot; excepting therefrom, those
structures located in the B-1 District and the
established fire district of the Town.
Adopted this the 17th day of December, 1991.
ATTEST:
Town C
KA
L
MAYOR
a s 1 g.;;7 K
110-1 Ole
L.. Nn�+u CP..•'

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HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS AND PLANNERS
805 NORTH THIRD ST. DRAWER 2087
WILMINGTON, NORTH CAROLINA 28402
u.s. ► kv2F DurvFs ' Prig si_ 1E
SXSTS m5 EXFIt_TrzA 10

SOIL CLASSIFICATION REPORT
JOB NAME <Xj g S, JOB NO.
�QCAT I ON U \q \( A Z \ (d K\A R-ft \t/kc\-\ DATE
®FIELD OBSERVATION BY OFFICE CLASSIFICATION BY >?
y
TYPE OF TEST OR SAMPLING 2 Z (� G �i1Z I J p 1 tFl - i A. S+
Depth
Boring No.
from To
(See footnotes)
Soil
Description
Type
(1)
Color
(2).
Grada-
:tIon -
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign
Content
(8)
Remarks
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gumbo, marl, shell rock, coquina, hardpan or combinations of above
(2) Color: Indicate each change
(3) Gradation: Fine, medium, coarse or any combination
? (4) Compaction: Loose, firm, dense, well compacted
(5) ompressible: Compare with sand, clay, organic material', spongey
(6) Odor: Smell each change in strata -
(7) Water Content: Very dry, dry, slightly moist, very moist, saturated, dripping wet
(8) Foreign Content: Scattered or dense pebbles, wood chips, saw dust, limbs, twigs,
roots, insects, shells (color),'.lumps, clods
Note: is surface erosion noticeable?
What pitch slopes (longitudinal and transverse). are stable in area?

SOIL CLASSIFICATION REPORT
JOB NAME Tn ¢1$ rj),1V ,S JOB NO. 1-11 0 1
+�OCAT I ON W K 4 Z' p �� Ip fL t*L 1 u DATE Z �i
FIELD OBSERVATION BY OFFICE CLASS-I�FICATION BY QR
TYPE OF TEST OR SAMPL I NG
Depth _
Boring No.
From To
(See footnotes)
Soil Description
Type
(1)
Color
(2)
Grada-
tion
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign
Content
(8)
Remarks
V
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2) Color: Indicate each change
>-•.(3) ,Gradation: Fine, medium, coarse or any combination ...':
" '(4) :Compaction:``Loose ,_firm, -'dense, well compacted
lumpy content,
ompressibla Compare with sand, clay, organic material, spongey =- -^----
(6) Odor: Smell each change in strata
K (7) Water Content:. Very dry, dry, slightly ~moist, very moist, saturated, dripping wet`
(8) ;Foreign Content: Scattered or dense pebbles, wood chips, saw dust,:limbs, twigs, ._1
insects, shells (color) 'Jumps,. clods ._,,._--•-;.,:.. �.,-:;,
Note: 'Is surface erosion noticeable? 4-:. = ._. --.. .—= - = = --; -r=--� .-•
„ „What pitch slopes (longitudinal and transverse) are stable in -area?
_•est'�_T-�

SOIL CLASSIFICATION REPORT - -
JOB NAME K imf_ ai,, S y� JOB NO. 3111 , p
AT ION ,C wY 4'z 1 (`� K1,UZ, _ 1 Ac�%i DATE Z--A &_T .
FIELD OBSERVATION BY .-OFFICE CLASSIFICATION BY
@
TYPE OF TEST OR SAMPLING 2 � �-f3-�1D '� 11 (yF�R 1.7oR iz UMV, 1-7-7�H4- '-
- Depth .
oring No.
From To
See footnotes)
Soil Description
Type
(1)
Color
(2).
Grada-
tion
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign
Content
(B)
Remarks
C
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gumbo, marl, shell rock, coquina, hardpan -or combinations of above
(2) . Color. _ Indicate each changemg
_ - 'li:>f;..�.why_._.iy:.;...rwc_m_�....:u-V_...••n;:'y
rsv iGradation: :Fine, medium, coarse or any combination :;j�_�-y�.-a_ 5_
(4) Compaction: "Loose, firm, dense, well compactedtea*,
' (5) ompressible: Compare with sand, clay, organic material, spongey-:..--
(6) 'Odor: Smell each change in strata - iz
(7) :Water Content: :Very dry, dry, slightly moist,"very moist, saturated, dripping wet--""
;;.�= Fore ign Content: -Scattered or dense pebbles, wood chips, saw dust, limbs, twigs, iw,
roots,.insects, shells (color),. lumps, clods a. 'u-. ='=w °-"
Note::; I s'surface erosion noticeable? -'. h = , ?: •_; x1 - K:.�w-;r .r n y =
What pitch slopes (longitudinal, and transverse) are stable in area?
- - '-•-,r"-:'�+=;r_ ... .-.�y...ti:.,_;;,�..�.:.:a^�%ri�TF. <�-�?-�-�='l.-,- :._'.-i".' -1:n- "�`.. ,2a:>,-..:� .- _; i.y:.',.;� ��'.'�.�-,':t _.-.+,S v, ',•, s..r,.
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SOIL CLASSIFICATION REPORT
JOB NAME (2F loNiz.S JOB NO. 3 ! / ! •C0�
' CATION Ww�j 42 i @ K jll DATE I1I13 �C(2
FIELD OBSERVATION BY P R- OFFICE CLASSIFICATION BY
TYPE OF TEST OR SAMPLING `I-©P CtaorjN0 ELFc(J_ Iq-2 l
D_ (See footnotes)
lFrom To
�-
®
®�
-
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• :_(I) 'Sand, silt, 'clay, loam, -muck, -gravel, cemented material, peat, humus, lumpy content,`
- >.a gumbo, marl, shell rock, coquina, hardpan or combinations of above -
(2) -Color: -Indicate each change-
(3) :Gradation: >,Fine, medium, coarse or any combination- �»-:,;�r�,.e;•-;.•,,.;_.-._ :•,.,,-, ,,-r,-;_.
(4) `Compaction:'`Loose, firm, dense, well compacted - "°''
(5) ompressible: Compare with sand, clay, organic material, spongey
`-(6) - Odor: Smel I each change in strata
_ (7) -Water Content: Very dry, 'dry, slightly moist, very moist,•saturated, 'dripping wet r
(8)`_-Foreign Content: Scattered or dense pebbles; wood chips, saw dust, 'limbs, twigs,
roots, insects, shells (color),' Iumps, clods
Note: .Is surface erosion noticeable?
71
What pitch slopes (longitudinal. and transverse)Vare*stableVin area?

SOIL CLASSIFICATION REPORT
JOB NAME IL1i JOB NO. 15�7T,6 i
CATION A*,U 1 DATE I I %l3 ��I Z.
FIELD OBSERVATION BY OFFICE CLASSIFICATION BY
TYPE OF TEST OR SAMPLING �� — T©� C7r20UN 0
Depth
Boring No.
From To
(See footnotes)
Soil
Description
Type
(1)
Color
(2)
Grada-
:tion
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign
Content
(8)
Remarks
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(2) Color: _Indicate each change
(3) 'G ra'comb
��ir s.�..1 .;tr �t'm1'.:e,,�--- •c,F.:r: _., ry:.r-xr '.
'•_�, =dation: '-_Fine, medium, coarse or anyy •cc '
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(4) Compaction: -Loose, firm, dense, well compacted
(5) Compressible_: Compare with sand, clay, organic material, spongey ' T
=: (6) Odor: Smell each change in strata
(7) Water Content: Very dry, dry, slightly moist, very moist,` saturated, dripping wet
(8) 'Foreign Content: Scattered or dense pebbles, wood chips, saw dust, limbs, twigs,
roots insects shells (color) lumps clods--1•�;.�-�---" :�.: Note: =Is surface erosion noticeable? ---.== .fir
pitch slopes (longitudinal and transverse). -are stable io area? 4t
..er: _- -�rd=y?s�vA^'..¢`ti:.'�?�'.�. _ - ':rr - _ - _•'s_ _ _ - -.,4'.`"=.`.. {k: i3-k`�:'• - ^ - _ _ ^_'YY'.'_'?_.._

SOIL CLASSIFICATION REPORT
JOB NAME Luom;yo"eZS JOB NO. 5-77-7•o I
�OCAT ION giAJN 6Zi 0, KLA-24-z— 07)614 DATE
FIELD OBSERVATION BY P`L OFFICE CLASSIFICATION BY
TYPE OF TEST OR SAMPLING TOP o(loon1 r% rr- Lrr-V @ 2 3, 4�
Depth
Boring No.
From To
(See footnotes)
Soil Description
Type
(1)
Color
(2)
Grada-
�tion
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign'
Content
(8)
Remarks
O"
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540
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(I) ,Sand, silt, clay, -loam, muck, graven, cemented material, peat, humus, Klumpy content,
gumbo, marl; shell rock, coquina, hardpan or combinations of above .
(2) Color: - .Indicate each change
(3) Gradation: Fine,"medium, coarse"or any!combination
- - -,==
(4) Compaction: `Loose, firth, dense, wellcompacted•.�-^`-'-_
(5) ompZ�resslbie: Compare with sand, clay, organic material, spongey
(6) Odor: Smell each change in strata
(7) Water Content: Very dry, -dry, -slightly moist, very moist,'saturated, dripping wet.'-
. -Scattered or dense pebbles, wood chips, saw dust, limbs, twigs,
insects, shells (color),-'
�s
lumps, clods
Wiz+ Note: Is surface erosion noticeable? s,
';What pitch slopes (longitudinal and_transverse) are stable In area?

f10V 1c_� 'k` 0=:-15P19 1-UFE EENCH FER! Tl' HHH
P.1
KURE BEACH FE-.L'Y
CAPC RESORT PROPCRTIC-c
cc.=e
E+r._< __
637 Fors 51z--fI
iiure
Be-scn.
N.(' 2''q,,9
Eu-e N,ea.. , i' C 2f,„i i.
F 1- L7-19.
:as-. LiNDSL -E I-S- --
1 Jot HEARNE — -- — — "•. .:i .,r�, � �,
TO
MENGMtNI RESiRICT_IOM-'-S KUHI . PI^CH_ASSOC_IATES-, KLtn, ' Jti PH _ I
RECORDED AMPNDMFNT BOOK 1631 PAGC 1100

HENRY VON OESEN
CONSULTING ENGINEERS
AND PLANNERS
805 NORTH THIRD STREET P.O. DRAWER 2087
November 18, 1992
Ms. Linda Lewis
Div. of Environmental Management
N. C. Dept. of Environment,
Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Ms. Lewis:
AND ASSOCIATES
Telephone [phone]
Fax [phone]
WILMINGTON, NORTH CAROLINA 28402
Re: Stormwater Project No. 920807
Kure Dunes Phase II
New Hanover County
In response to our meeting of November 13, 1992, the follow-
ing information and revised plans are provided:
1. The exfiltration system for Drop Inlet No. 14 has been
revised to maintain the required 2 feet above the seasonal
high water table while maintaining a level grade. The
detail of Drop Inlet No. 14 is also clarified to show an
overflow elevation of 19.00.
2. A swale has been added to Lot 33 to direct stormwater to
Drop Inlet No. 14.
3. The entrance road exfiltration system has been revised to
reflect the seasonal higii,ta'ble. Because the seasonal high
water table was higher than anticipated, we had to raise the
grade of the road and use two exfiltration systems to handle
the stormwater.
4. A copy of the executed deed restrictions is attached as re-
quired.
Sincerely yours,'
HENRY VON OESEN AND ASSOCIATES, INC. ST'1+l1nu��� AT"
Carl H. Farmer, Jr., P. E. IM
140V 1 9 1992 10
CHF/GGB/3777-07
Enc.
cc: Mr. Joseph C. Hearne
Q E M
-'Od 7 92G1_

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary November 12, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Carl Farmer, P.E.
Henry von Oesen and Associates
805 North Third Street
Wilmington, North Carolina 28401
Subject: Additional Information
Stormwater Project No. 920807
Kure Dunes Phase H
New Hanover County
Dear Mr. Farmer:
The Wilmington Regional Office received a revised Stormwater Submittal for the Kure Dunes
Phase II on July 15, 1992. A preliminary review of that information has determined that the
submittal for the subject project is not complete. Per our conversation on November 12, 1992, the
following information is needed to continue the stormwater review:
1. I do not understand how the exfiltration system B will work. The only inlet into the
system is at the lowest point of the system. Even with the overflow set at elevation
16.8, which is the end elevation of line B-1, you still will be trying to make water flow
uphill.
2. A portion of lots 33 and 34 are not being caught by the swale. The swale should be
extended up the north property line and a restricted easement agreement placed on Lots
31, 32, and 33 to keep that swale functioning as designed.
3. The roadside exfiltration system is fine except for needing seasonal high water table
information in that area.
4. Deed restrictions limiting the built -upon area for the project must be signed and
notarized before the Certification can be issued. Even though Kure Beach has its own
ordinance limiting the built -upon area to 70% of the lot, the State of North Carolina
cannot enforce it, only Kure Beach can.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Farmer
November 12, 1992
Stormwater Project No. 920807
5. Sysytem B on the plan sheet should read 80 LF of trench, not 8 LF.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to November 30, 1992, or the
submittal will be returned as incomplete.
If you have any questions concerning this matter please feel free to call me at [phone].
DA/arl: 920807.NOV
cc: (2) Linda Lewis
Central Files
Sincerely,
Ms. Linda Lewis
Environmental Engineer I
2
I

®HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS Telephone [phone]
AND PLANNERS Fax [phone]
805 NORTH THIRD STREET P.O. DRAWER 2087 WILMINGTON, NORTH CAROLINA 28402
November 4, 1992
Ms. Linda Lewis
Division of Environmental Management
N. C. Dept. of Environment, Health
and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Project No. 920807
Kure Dunes - Phase II (Resubmittal)
New Hanover County, NC
Dear Ms. Lewis:
NOV 5 1992
Wilmington DEM Regional p(f
Cl
In response to Item 1 of your letter dated October 28, 1992, the following
revised plans and calculations are resubmitted:
The exfiltration system is now separated into two separate systems which are
as follows:
A. Entrance Road System (Recharge System "A"):
(1) The entrance road exfiltration system has to be separated from
stormwater from lots 21 and 22. The stormwater from these two
lots is routed under the entrance road and into the outlet ditch
northward towards Spotters Court.
(2) The entrance road exfiltration system is broken into three separate
systems because of the grade of the road. Each system consists of a
drop inlet on each side which is piped into an exfiltration trench.
The systems at Stations 1+85 and 2+35 are set so after the first
inch is stored any additional stormwater will overflow out of the
drop inlet westward towards US 421. The exfiltration system at
Station 1+05 has a piped overflow which passes stormwater in
excess of one inch to the grassed roadway ditch. ��������
B. System for Lots 31, 32, and 33:
(1) The exfiltration system for these lots has been moved to the rear lot
line and is called recharge system "B".
lU)EMPUEU
NOV 0 9 1992
D E M
P;'0J # 92090I

(ky
Ms. Linda Lewis
Kure Dunes - Phase II
November 4, 1992
Page 2
(2) Mr. John Ryder, our Environmental Project Manager, took soil
borings and established that the seasonal groundwater level at
Station 0+40 and 0+90 was at approximate elevation 13.00 and
14.00, respectively. This approximate level is shown on the profile
for this line on Sheet No. 4.
(3) This system will store the first inch and overflow additional
stormwater through overflow No. 2 to the grassed roadway ditch at
U.S. 421.
The above changes should address the concerns of your office on the
infiltration system. The detention pond system remains unchanged. Please advise
if you have any questions.
Very truly yours,
HENRY VON OESEN AND ASSOCIATES, INC.
Carl H. Farmer, Jr., P. E.
cc: Mr. Joseph C. Hearne
dsb

' HENRY VON OESEN AND ASSOCIATES
1
CONSULTING ENGINEERS Telephone [phone]
A N D PLANNERS Fax [phone]
805 NORTH THIRD STREET P.O. DRAWER 2087 WILMINGTON, ((N�ORTH(�C(A�R�OLIpNnA 28402
October 30, 1992 \\,%('v(,)WA���, T[fl
Ms. Linda Lewis �`yW t6u 'v �,,
Div. of Environmental Management )'I\,( U
N. C. Dept. of Environment, LIU L1
Health and Natural Resources NOV 0 2 1992
127 Cardinal Drive Extension D E M
Wilmington, NC 28405-3845
rz01 # gzow7
Re: Stormwater Project No. 920807
Kure Dunes: Phase II (Resubmittal)
New Hanover County
Dear Ms. Lewis:
In response to your comments received by phone, the follow-
ing information and revised plans and calculations are provided:
1. The Owner has decided not to provide restrictive covenants
on limited built -upon area. Instead, the built -upon area
will be increased to 70 percent of the lot area, which is
the maximum the Town of Kure Beach zoning allows. A copy of
the Town's ordinance which limits impervious area is at-
tached. By increasing pond depth to 7.5feet, the increased
area can be accommodated. See the revised calculations.
2. The pond slopes have been checked and clarified to maintain
the required 3 to 1 slope.
3. The pond outlet structure has been moved 20 feet farther
west from the outlet in lieu of placing a baffle at the pond
inlet.
4. The outlet deice has been revised to show an orifice opening
required for Phase II and future area undeveloped. In addi-
tion, we have calculated storage and orifice size require-
ments for future Area A developed only and then the total
future area developed. The riser overflow will remain at
the required height for the fully developed condition.
Orifice sizes at storage height for each condition are as
follow:
a. Initial Condition: Phase II developed and future area
undeveloped, 2" diameter orifice at 1.3' storage
height.

Ms. Linda Lewis
October 30, 1992
Page 2
b. Intermediate Condition: Phase II developed, future
Area A developed only, 2-inch diameter orifice at 1.1'
storage height.
C. Final Condition: Phase II and future area developed,
2-1/2" diameter orifice at 2.1' storage height.
5. Additional finish contour was added at Lots 51 through 53 to
show a final grade high enough to flow towards the street.
6. The infiltration system for Lots 31 through 33 haS been in-
creased to accommodate an increase of allowable built -upon
area using the same 70-percent limit.
7. To limit any stormwater from Phase I lots, Catch Basin No.
15 has been revised to a manhole.
Please advise if you have any questions.
Sincerely yours,
HENRY VON OESEN AND ASSOCIATES, INC.
Carl H. Farmer, Jr., P. E.
CHF/GGB/3777-01
Enc.
cc: Mr. Joseph C. Hearne

o
DESIGN CALCULATIONS
Project --- Kv21-D(Jfvr-s ':�-sC__�Z_____
Owner__X99�i_ (3rr c-lA
--------------------
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U
hA NOV 0 2 1992
v-z0J # D Ec) Sol
InHENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS
AND PLANNERS
t.�..

DATE DESIGN •HENRY VON OESEN & ASSOCIATES SHEET
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ATTvcb-r0e&m No. z
7650 MARKET STREET
WILMINGTON, NORTH CAROLINA 28405
OFFICE: 919-686-9114
FAX: [phone]
October 1.5, 1992
Henry von Oesen & Associates
Post office Box 2087
Wilmington. North Carolina 28402
Attention: Mr. Carl Farmer
Re Ference: Hydraulic Conductivity Testing
Kura Dunes - Phase II
'Kure Beach, North Carolina
-Job No. 204-92
Dear -Nlr . Farmer :
Soil -Tech Engineering, Inc. has recently completed an
evaluation of the on-sita soils for stormwater infiltration from the.
proposed Kure Dunes Phase II project. The purpose of our evaluation
was'to determine the hydraulic conductivity of the existing soils at
the two designated stormwater discharge areas.
As requested, our representatives preformed lnfli tl"3t1Gn
_'as. s and conductad subsurface samr1ing of the dn-sit3 Soils at the
two .designatad locations adjacent to Lot #25 and LOi_ #28. Ar each
Location the in Filtration rat-. of the Sx:stinc soiiS. 3t tih� =cs i'=ii
depth of discharge, was, tarmined with tha use of doutlle Yin::-
inflltromatars. The subsurface soils we're invastl2atdd wLtih a hand
aug,�!r to a depth of 4P inches. bei(`w the present ;around Sur i^ac- at .aac!
location. Samples of the various. Soil stratas ancount_�1"e2 cur
auger probes were obtained for fuir h2T analysis. w_- T--
_'.a ="3ALr ___ 9'di. __� -
t;l-~ Am-i"iJ3il ooC 1? fJY T�St in:. .an(' ,Dlac-' ialS
3ntitl?d A'JTi'1 D-42.:. Pari__cl= size Analysis of Soi13l
Eased on the results Gf our yield and labOYat Y`/ ;=5.inc
the On-sita soils were a relatively free draining Sand whi, l) COlht3i ns
clay or silt size particles (fines) ranging from 0.8 to 2.0 percent.
Groundwater was measured each locations and ranged from 3H to 48
inches below the existing Surface. Our test., indi';at ' that t7-
eX is' in,; infiltration rate would 'rang.9 ''roil' 55.55 _., L.3.3 ,y3iions per
hour per square foot. Our tasts at Lot n2S indicated a oyowel" rat? of
' J
i rii 11tY3t ion libel dt Lot Tta3. T`iilo CG n(�1ti Grp GGui-11 3:<_Sc !ce<ausa of a
higher groundwater condition (up gradient), the soil structure itSelF
or the density of the in-plac material. We Sugg=St that .an
appropriate safety factor be aF:=1i?d to t1hese infiltration raL-�s l-
deSign of a stormwater colt-ction and filtration s-st:9m.

Henry von Oesen & Associates
October lo, 1992
Page Two
From our site observations of the subsurface soils, it is
our opinion that the seasonal high groundwater condition would range
from 30 to 36 inches below the present ground surface at each location
investigated. It is Likely this condition could be effected by tidal
fluctuations.
Attached please find the results of our field and
laboratory testing and a sketch showing the test locations. If you
should have any questions- after reviewing this latter, please do not
hesitate to contact us.
Very truly yours,
SOIL TECH ENGINEERING
�s D.
Parks A. Dow�ing, J
Ma aer
James Pete, P.E.
PAD.Jr`-JP/tic
204a10-15

Site Evaluation
Kure Dunes - Phase II
Kure Beach, North Carolina
Job No. 204-92
October 12, 1992.
Location Depth Description
Lot #25 0-24" Tan/Brown/Gray Fine to Medium SAND
24-48" Brown/Light Gray Fine to Medium SAND
Groundwater was encountered at 38" below ground surface.
Lot #28 0-36" Black Fine to Medium SAND with Organics
36-48" Brown Fine to Medium SAND
Groundwater was encountered at 48" below ground surface.

Infiltration Data
Kure Dunes - Phase II
Kure Beach, North caroling
Job No. 204-92
Infiltration Rate
Test Location Domth r square foot
-20.1 " 5.5 gallons per hour pe
Lot #25 foot
Lot #28
-26" 18.5 gallons per hours per square
Depth indicated is measured below the existing ground surface.
Infiltration rate is actual rate obtained from field test data.
Location:
Depth
Sieve
#4
#8
#10
#40
#80
#200
Percent Moisture:
Soil Description:
Grain Size Analysis
Kure Dunes - Phase II
Kure Beach, North Carolina
Job No. 204-92
Lot #25
24-48"
99.9
37.3
2.0
M]
4.5
Lot #28
0-36"
Percent Passin4 BY Weight
96.8
95.8
94.5
63.0
8.5
2.0
Brcwn/Light
Gray Fine to
Mediiun SAND
13.0
Black Fine
to Med - un
SAND with
Organics
Lot #28
36-48"
99.2
63.8
4.4
0.9
21.2
Brown Fine
to Medium
SAND

i
Spotters
I \ /Court
I ,
Lot 23 I Lot 24 II,ot 25 ILot 26 ILot 21 I Lot 28 \
[j Denotes location of our testing and investigation
ENOINEFRI A
Kure Dunes - Phase II

i
moo' CV4P r oF- WAY 1 1 \ \
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-A-�rAc-U "r v i h0o , 4
ORDINANCE
That Section 5-61 of the Code of the Town oz nuic
North Carolina, is hereby amended to read as follows:
Sec. 5-61. PREREQUISITE to construction, demolition,
remodeling, etc.
Except as provided in Section 5-62, no building,
building repairs, remodeling, installation, drive-
way, parking lot, or other ground covering imper-
vious surface, other construction or demolition
shall begin in the Town until a permit has been
obtained from the Building Inspector.
No permit shall be issued if the total square
footage of the buildings and impervious ground
covering surface will exceed seventy (70) per
cent of the lot; excepting therefrom, those
structures located in the B-1 District and the
established fire district of the Town.
Adopted this the 17th day of December, 1991.
/l
MAYOR
ATTEST:
19-4:7 T �r
Town Cle

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary October 28, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Carl Farmer, P.E.
Henry Von Oesen and Associates
805 North Third Street
Wilmington, North Carolina 28401
Subject: Additional Information
Stormwater Project No.920807
Kure Dunes Phase II
New Hanover County
Dear Mr. Farmer:
The Wilmington Regional Office received a Stormwater Submittal for the Kure Dunes Phase II
on July 15, 1992. A preliminary review of that information has determined that the submittal for the
subject project is not complete. The following information is needed to continue the stormwater
review:
1. The soil report confirms that the seasonal high water table is 30" to 36" below existing
elevation. If this is the case, then the bottom of the trench will be situated in fill
material because the existing elevation varies from 15 to 14. Infiltration systems cannot
be located in fill material.
2. Spotters Court is owned by one of the partners in Kure Beach Associates, but it is not a
part of this project.
3. According to the dimensions on the plan for the pond, the side slopes are 2.25:1. Pond
side slopes above the permanent pool elevation must be 3:1.
4. A location for the pond to serve the third future phase has not been determined.
5. Please provide positive drainage for lots 51 through 53 toward Sandman Drive.
-continued-
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 • Telephone [phone] • Fax 919-350,2004
An Equal Opportunity Affirmative Amon Employer

Mr. Farmer
October 28, 1992
Stormwater No.920807
6. Provide a baffle of some kind in the pond at the outlet of the 30" stormdrain pipe from
Phase H. Short circuiting of the system is of concern to this Office.
7. Part of Phase I enters the infiltration system. Please either redirect this drainage or
account for it in your calculations.
8. Please calculate an orifice size for Phase II volume only. Future phases must be
resubmitted for approval of the routing with new calculatins for the orifice size.
9. Please provide signed and notarized deed restrictions limiting the built -upon area for
each lot in Phase II to 3000 square feet.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to November 11, 1992, or the
submittal will be returned as incomplete.
Thank you for your time and your cooperation concerning this matter. If you have any
questions please feel free to call me at [phone].
DA/arl: 920807.00T
cc: Q-Linda-Lewis?
Central Files
Mr. Bill Hanna
2
Sincerely,
Ms. Linda Lewis
Environmental Technician

RECEIVED
OCT P-3 lcc''
Wilmington Regional OffiCQ
DEM
DESIGN CALCULATIONS
Project---K v 2 r- T) U err- S_--------_��L_
Owner__ KL-)CJ�E _ (3r_✓ r-tA
---------------------
i ocation---KUer - N•G_
e SEAL N
8406
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u) E�'�CC�I�IU
OCT 2 7 1992
D E M
"a0i # `12!Da07
16 HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS
AND PLANNERS
.N�
iM1 N`

DATE DESIGN HENRY VON OESEN & ASSOCIATES SHEET
Wilmington,, Consulting Engineers North Carolina r OF 'tr
CHECK JOB FOR JOB NO
37T7.o [
pr24We16jy
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4L)FM4
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DATE DESIGN HENRY VON OESEN & ASSOCIATES SHEET
Wilmington, Consulting Engineers North Carolina 2 OF IO
CHECK JOB FOR JOB. NO
3Tj,o
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sr-
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DATE DESIGN HENRY VON OESEN & ASSOCIATES sHET
Wilmington, Consulting Engineers North Carolina OF ID
CHECK JOB FOR JOB NO
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DATE DESIGN HENRY VON OESEN & ASSOCIATES `
Wilmington, Consulting Engineers North CarolinaF;,3
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DATE DESIGN HENRY VON OESEN & ASSOCIATES SHEET
c.
mmingron, Consulting Engineers North Carolina OF !�
CHECK JOB FOR .JOB. NO
3T/7.o I
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DATE DESIGN SHEET
HENRY VON OESEN & ASSOCIATES j
Wilmington, Consulting Engineers North Carolina OF (V
CHECK JOB FOR JOB. NO E
S777,e� I,
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DATE DESIGN HENRY VON OESEN & ASSOCIATES SHEET
Wilmington, Consulting Engineers North Carolina OF t O
CHECK JOB FOR JOB. NO
3777•0�
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DAT DESIGN HENRY VON OESEN & ASSOCIATES SHEET
�O �'�L Wilmington, Consulting Engineers NorlhCarolina 8
OF
CHECK JOB FOR JOB. NO
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DATE DESIGN I HENRY VON OESEN & ASSOCIATES 5(� �tT
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CHECK JOB FOR JOB NO j
4
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o�r� DESIGN HENRY VON OESEN & ASSOCIATES t �r
j�� Wilmu gton, Consulting Engineers North Groli u OF
CHECK JOB FOR JOB. NO
37T1.v 1
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NEW HANOVER COUNTY, NORTH CAROLINA — SHEET NUMBER 30
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dIR FUMUE STATIO `,'; l211
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85 OW FEET (Ores sheet 31)

5�0�/IL�ECH
Octetaf 16, 1e-2
Henry v n Oesen E=s5etta:a5
Post Jffi_a Be, 2087
W:Lm:npton. North Carolina 28<02
atxanc:an: .,. Carl Faunal
ieiaro n.,= lya-awjja ...duct]—c. Tascins
K of aDunes - Phase II
\u-e 6+aah. North Callllna
lah No 20o-92
ATActttne T No. z
7atO MAIMF SIREEt
WYNYlGTay. NOFIN uaauNn 2ea0S
0"CE eled96911a
FM e1eCB .
Dd ai MY Fafm<Y
1.11 Tach En9:neer:ns. Ina has ently complatad an
n
valuation of the O -site soils far stoimuateiflnf trauon f-oa the
p
topdeed Kura D.— Ff.., IT pro lest. The PurposeL of our evaluat:an
s to detarm:na the hydraulic conduct:uib of tte e.asti of aoas a.
the tuo daeL3nated rst.rewat— dtscYai9a afeas
pa ca[:ves praicra.eE _ `i1Cr3CLn:.
and cndutcpad Subsurf3a ecte. 19 J t �.Lt B
;,atLans t to 'a- ra25-a ,ict
lJcat iaoan �[he':a`i ar i'<Jf th. - Istl.es - - -
J,th d:3c:,a'i2,a was C2t -f.Tt n2d -th Chas a^
infiltramet—. The Subeu:Taaa - u'.d Ja -
r Co a C2F th J a u'u
1J'3L :to 3asth f nC Oi.n taf i•:<
C_.Jbas a•[3 cna dd else a•] _
we
:u,
_ a3 e�..:J aisle LaL.rf.:fii3'3 it aa nd 'fa t15:313 :�7 ]r :t -a
ena..,ed lri3 in C-J2].-P3-t.ol3 o:ca gnal-51s
hof Sa aa.' V
Eased On the r .e :
:ald a d I3bal 3tr.. r _s
the .,.-a:.. ss"O, .ere ca
a Yec�ie.v - d: a.aunis
Clay O silt pa"ials. '(fines) ranging fYJm 0.9 to 2,o pd-aent.'
unduataf 9e35ur.B each. lJcatto ns and ref,ed r GYa'o L.a
ncbdd bdlou ashe usu ng urf 3c<. Ow tests he V13'5'y-
hour a' a folio 0, -'a, aLot :]5 mi nd:cata�: 3 sLo er f
tratSJo t s'snCs -" teo`
nigher FrJundwdcar OOnE1Cl0� (us qi advent)?nt he usoii sGreccur9a:
the dansitr the -•-place m to val, as-
apert,Ldtt Bar,-3 fact- agcL,e ato rthese of:l_.... 3n rac.= .•
J1,10 of a scprmuatar "11—t,to .nd fL.tin
,j'���CC��U
OCT 2 7 1992
D E M
FzoJ#—&L.

Hanrr v n oaeen a Pss o<Laces
OCCobar 16. 1n92
P,9. Tu.
From our sit.observations of subsurface suils. it is
o�u�rr����pp n that seasonalt_e_high groundwater condition would ra nga
.A.6 :To lnchhes baloutf. crxeent surface a: each Location
va�`_ga Cad - It is Likely this cendition could be affected by .Gal
fluctuations.
PC[a<1'±d plaasB £Intl =_ui:s .our fia:d and
l abo ra c.ry testins and sketch slowi, the Gast £...Bons, If you
shnu:d have aMV scions aftar reviawing this latter, Please do not
,.S,ata Ca Conta, ..
very truly .Ours.
SOIL TECH ENGINEERING
pia Ha o A.
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TRAN�viAITTAL LETTER
HENRY40N OESEN & ASSOCIATES - 805 NORTH THIRD STREET - P. O. DRAWER 2087 - WILMINGTON, N. C. 28402 - PHONE [phone]
CONSULTING,ENGINEERS AND PLANNERS FAX [phone]
HVO
TOA.C'DNISIotI or- MA)JAkr6YWE DATE: 1%9Z 11 FILE 37-77, o
1 2-7 CA20tnfAL D21Urc rzX7-FNSI(.7N JOB: KLJ2r- -PUJ LS : PtJrL lr
WtLM(A)cn-z-)k) ) of c z84os-3949 5TD2mw/✓4Ttza pao)rtf,7j- Na q&Zc6c17
ATTN:mCi %-In1DA I--rioilS
WE TRANSMIT 2 ATTACHED ❑ UNDER SEPARATE COVER
�-IAND CARRIED BY &0
THE FOLLOWING ❑ TRACINGS ❑ INSPECTION REPORT ❑ OTHER
❑ SEPIAS ❑ SHOP DRAWINGS, APPROVED AS NOTED DISAPPROVED
❑ PRINTS ❑ ORIGINAL SPECIFICATION SECTION
COPIES
DATE
SHEET NO.
DESCRIPTION
REMARKS
I
17 2�4
PL." S46rz T-5
Pre c rz
fy�& a - Tb
I
-
IVG Do-T Da rz rim'%') 71
P�,o -7 o —
r zjL ( 7-
ADDITIONAL REMARKS
I�
DEM

0

1(--CATION OF PROPERTY:
County , New Hanover
Exact Distance 2675
Access to Route No.
❑ Miles
2 Feet
From the Intersection of Route No. S.R. 1561
U.S. 421
N S E W
❑ fel-�❑ ❑
N. C. DEPARTMENT OF TRANSPORTATION
STREET AND DRIVEWAY ACCESS
PERMIT APPLICATION
and Route No U.S. 421 Toward
PROPERTY WILL BE USED FOR: ❑ Special Commercial ❑ Regular Commercial ❑tI, Residential/Subdivision ❑ Other
PROPERTY ❑ is Cl is not within City Zoning Area.
PROPERTY IS LOCATED IN: • ❑ Rural 12�Urban Oevelooment Classification
AGREEMENT
I, the undersigned property owner, request access and permission to construct driveway(s) or streets) on public right-of-way at
the above location.
I agree to construct and maintain driveway(s) or street entrance(s) in absolute conformance with the current 'Policy on Street and
Driveway Access to North Carolina Hignways" as adopted by the North Carolina Department of Transportation
J agree that no signs or objects will be placed on or over the public rignt-of-way.
I agree that the driveway(s) or street(s) will be constructed as shown on the sketch on (the reverse side) (the attached plans).
I agree that driveway(s) or street(s) as used in this agreement Include any approach tapers, storage lanes or speed change lanes as
deemed necessary.
I agree that if any future improvements to the roadway become necessary, the portion of driveway(s) or street(s) located on public
rignt-of-way will be considered the property of the North Carolina Department of Transportation, and I will not be entitled to
reimbursement or have any claim for present expenditures for driveway or street construction.
I agree that this permit becomes void if construction of driveway(s) or street(s) is not completed within the time specified by the
"Policy on Street and Driveway Access to North Carolina Highways".
I agree to pay an installation fee for pipe Installed by the Division of Highways orpaya $50 inspection fee for installation byothers.
Make checks payable to NCOOT. The inspection fee will be reimbursed if application is denied.
I agree to construct and maintain the driveway(s) or street(s) in a safe manner so as not to interfere with or endanger the public
travel.
I agree to provide during construction proper signs, signal lights, flagers and other warning devices for the protection of traffic in
conformance with the current "Manual on Uniform Traffic Control Devices for Streets and Highways" and Amendments or
Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer.
I agree to indemnify and save harmless the North Carolina Department of Transportation from all damagesand claims fdrdamage
that may arise by reason of this construction.
I agree that the North Carolina Department of Transportation will assume no responsibility for any damages that may be caused to
such facilities, within the highway right-of-way limits, in carrying out its construction.
I agree to provide a Performance Bond in the amount specified by the Division of Highways for any construction proposed on the
State Hignway system.
I AGREE TO NOTIFY THE DISTRICT ENGINEER WHEN THE PROPOSFn wneK AFmn.q nun wucu IT It rnuc, nvn
rnurtriit UWNLH
AMOUNT
INSTALLATION BY: ( j HCOOT 5 uHts � V L i
11
RECEIVED I (\\ Dollars S_
—OCT 2 71992
$IGN�iLPE ITITLZI OATE
INSPECTION BY NCOOT a E M
,Oj # 9ZOoG7
WITNESS
(NAME Kure
Beach Associates
NAME
C,�fz( 1 �AC2iY1ri'9�
6GflAiURE
'��"' >^ `
�' SIGNATURE
ADDRESS 637
•ort Fisher Boulevard
ADDRESS
rc. (C(2-)FzrA---'2-4f) t�L�
Kure
I
Beach, NC 28449
Rhone No 919/458-4046
(V!�rTO 9\1 N , C.
APPLICANT
WITNESS
tlAME Kure
Beach Associates
NAME
CAarr- 4A' )c �
SIGNATURE
( Gw•C �/', yyt�r,c ,� ��'
J
ADDRESS 637
Fort Fisher Boulevard
J ADDRESS
3&'R
Kure
Beach, NC 28449
phenero 919/458-4046
L�4L'Y)IA.I C
_4
;0-1-a6 NOTE: SUdmlt Four Copies of Application to Local District Engineer, N.C. Department of Transportation TEB 65-0<

APPROVALS
APPR VAL BY Local Governmental AuiMrity (wnen reCwreal
_ v
SIQN'ATURE'
TITLE/ DATE
APPLICATION RECEIVED BY DISTRICT ENGINEER
APPLICATION APPROVED BY DISTRICT ENGINEER
SIGNATURE DATE SIGNATURE DATE
COMMENTS:
SHOW:
PROPOSED PLANS
1. LOCATION OF DRIVEWAYS
DRAW OR SKETCH BELOW, OR ATTACH
2. DETAILS OF WORK, INCLUDING PIPES
CONSTRUCTION PLANS FOR STREETS
0
3. EXISTING BUILDING, WALL, ETC.
OR DRIVEWAYS.
4. PROPOSED BUILDING, WALL, ETC.
S. HIGHWAY FEATURES.
INDICATE
NORTH
v
ill
L�IL'��C�Iv
L
V L I v
K
�
■• v
sum

,p.4
. 64 SOIL SURVEY
TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS --Continued
;Available; : Shrink- 1 Risk of corrosion
Soil name and ;Depth; Permea- : water Soil swell Uncoated
map symbol bility ;capacity ;reaction ;potential ; steel Concrete
In in oer In per I
hour in of
so,!
Newhan:
Nh----------------; 0-72: >20 : <0.05 ; 6.6-7.8 :Low ------- :High --------- ;Low.
Norfolk:
No ---------------- ,' 0-12: 2.0-6.0 ;0.06-0.101 4.5-6.0 ;Low ------- :Moderate ----- ;High.
;12-85; 0.6-2.0 ;0.10-0.15; 4.5-5.5 :Low ------- :Moderate ----- :High.
Onslow:
On----------------: 0-77; >6 .0 :0.07-0.11; 3.6-5.5 :Low ------- :High --------- :High.
117-64; 0.6-2.0 :0.12-0.17: 3.6-5.5 !Low ------- :High --------- :High.
Pamlico:
Pm________________: 0-36; 0.6-2.0 :0.24-0.e6; 3.6-4.4 :---------- !High --------- ;High.
136-60: 6.0-20 10•O3-0.O6: 3.6-5.5 !Low ------- !High --------- :High.
Pantego:
Pn----------------; 0-16; 2.0-6.0 10.10-0.201 4.5-5.5 !Low ------- :Moderate ----- ;High.
116-991 0.6-2.0 :0.12-0.20: 4.5-5.5 Mow ------- !High --------- :High.
Rains:
Ra---------------- ; 0-8 ; 2.0-6.0 :0.08-0.721 4.5-6.5 :Low ------- :High --------- ;High.
; 8-64; 0.6-2.0 10.10-0.15: 4.5-5.5 !Low ------- :High --------- :High.
164-68: 0.6-2.0 :0.10-0.15: 4.5-5.5 :Low ------- ;High --------- ;High.
Rimini:
Rm----------------: 0-56; >20 :0.02-0.05: 3.6-5.5 :Low ------- !Low ---------- ;Low.
156-80; 0.6-2.0 :0.03-0.07; 3.6-5.5 !Low ------- !Low ---------- ;Low.
Seagate: ;
Se----------------: 0-12: 6.0-20.0:0.03-0.06: 3.6-6.0 Mow ------- :High --------- :High.
112-28; 6.0-20.0:0.05-0.12: 3.6-6.0 :Low ------- :High --------- ;High.
:28-36: 6.0-20.0:0.03-0.06; 3.6-6.0 Mow ------- :High --------- ;High.
;36-40; 0.6-2.0 10.12-0.201 3.6-6.0 :Low ------- !High --------- ;High.
140-661 0.6-2.0 10.15-0.201 3.6-6.0 !Low ------- !High --------- ;High.
,
ISh:
Seagate part-----: 0-12; 6.0-20.0:0.03-0.06: 3.6-6.0 ;Low- ------ :High --------- ;High
:12-28: 6.0-20.0;0.05-0.12: 3.6-6.0 Mow ------- ;High --------- ;High.
128-361 6.0-20.0;0.03-0.06; 3.6-6.0 :Low ------- !High --------- ;High.
:36-40: 0.6-2.0 10.12-0.20: 3.6-6.0 :Low ------- !High --------- ;High.
:40-66; 0.6-2.0 :0.15-0.20: 3.6-6.0 :Low ------- :High --------- :High.
Stallings: ;
St----------------; 0-141 6.0-20 10.06-0.11: 3.6-5.5 :Low ------- :High --------- ;High.
:14_541 2.0-6.0 :0.10-0.15: 3.6-5.5 :Low ------- !High --------- ;High.
:54-68; 2.0-20 10.06-0.15: 3.6-5.5 !Low ------- :High --------- ;High.
,
Tidal marsh:
TM.
:
Torhunta:
_-
To----------------; 0-20: 2.0-6.0 :0.10-0.15: 3.6-5.5 :Low ------- ;High --------- :High.
;20-47; 2.0-6.0 10.10-0.15: 3.6-5.5 :Low ------- ,Hign--------- ,High.
47-64; 6.0-20 ; <0.05 ; 3.6-5.5 !Low ------- :High --------- :High.
Yakul3a:
wa----------------; 0-30; 6.0-20 ; <0.05 ; 4.5-6.0 :Low ------- Mow ---------- ;High.
.30-48: 6.0-20 ;0.05-0.10; 4.5-6.0 !Low ------- :Low ---------- ;High.
:48-64: 6.0-20 1 <0.05 : 4.5-6.0 !Low ------- :Low ---------- ;High.
;
woodington: ;
No----------------: 0-7 ; 2.0-6.0 10.10-0.15: 3.6-5.5 !Low ------- Nigh --------- :High.
; 7-65; 2.0-6.0 :0.10-0.15: 3.6-5.5 :Low ------- :High --------- :High.
Wrightsboro:
Hr----------------; 0-9 ; 2.0-6.0 10.10-0.15: 4.5-6.0 :Low ------- :Moderate ----- ;High.
9_48: 0.6-2.0 :0.12-0.20: 4.5-6.0 !Low ------- !Moderate ----- ;High.
:48-65: .06-0.2 :0.18-0.20: 4.5-6.0 :Moderate :Moderate ----- ;High.
1This mapping unit is made up of two or more dominant kinds of soil. See mapping unit
description for the composition and behavior of the whole mapping unit.
A TTAC4_(rY1 V7v i U 0. 2.

HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS Telephone [phone]
A N D PLANNERS Fax [phone]
805 NORTH THIRD STREET P.O. DRAWER 2087 WILMINGTON, NORTH CAROLINA 28402
October 22, 1992
Ms. Linda Lewis
Div. of Environmental Management
N. C. Dept. of Environment,
Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Dear Ms. Lewis:
IMWilmington Regional Officq
OCT 2 7 1992 DEM
DE
���oJ # 920Y07
Re: Stormwater Project No. 920807
Kure Dunes: Phase II
New Hanover County
In response to Alexis Finn's request for additional informa-
tion on the above project, the following information is provided:
1. Match lines are shown on Sheets 1 and 2. In addition, Plan
Sheet No. 5 shows the composite project area. The catchment
area for the pond and exfiltration system is delineated on
this sheet.
2. Included as required is an hydraulic conductivity test
provided by Soil Tech Engineering, including the seasonal
high water table. This information is shown as Attachment
No. 2. In addition, the ground elevation at the test loca-
tion of Lots 25 and 28 is 15.00 and 14.4 respectively. This
gives a seasonal high water table of 12.00 and 11.4 at each
location. The exfiltration system was raised to Elevation
14.00 to accommodate this new information.
3. Runoff in excess of one inch is to be bypassed into a new
roadway ditch along U.S. Highway 421. The exfiltration sys-
tem has been revised and has two overflows. A description
of the revision is addressed in Item 8. The roadway ditch
shall be grassed according to NCDOT requirements and provide
the vegetative filter.
4. Property lines are delineated on the plans according to the
legend. However, the property lines of this project have
been highlighted in orange to assist you.

RJ
Ms. Linda Lewis
October 22, 1992
Page 2
5. The proposed exfiltration system is located within a public
utility easement dedicated to the Town. This easement is
recorded in the New Hanover County Registry under Map Book
27, Page 94. In addition, please find attached a copy of
the driveway permit from NCDOT.
6. The off -site runoff of 1.72 acres is located in the south-
west corner and is shown on Plan Sheet 3. A smaller scale
map (Attachment No. 5) is included which shows topo informa-
tion for this area.
7. The topographic contours shown on the plans were both exist-
ing and proposed contours as per the plan legend. However,
the proposed contours have now been revised from the initial
review set in order to address Item 8 of the comments.
8. Plan Sheets 1 and 2 have been revised to show proposed
finish grades which will help establish routing of
stormwater to the detention pond and exfiltration system.
a. With the exception of Lots 31, 32, and 33, all
stormwater from Phase II lots can be routed to the
detention pond. These three lots have been added to
the exfiltration system first by adding Drop Inlet No.
14 which is routed to a new infiltration line. Drop
Inlet No. 15 provides the required overflow from this
system. A second exfiltration pipe and stone have been
added to accommodate the stormwater. The plans and
design calculations have been revised to reflect these
changes.
b. Plan Sheet No. 5 shows the approximate delineation of
the catchment areas.
9. The majority of the property affected by Phase II was filled
two feet or more by the construction of the Dow Chemical
facility prior to World War II. Any wetlands now existing
would be centered around the outlet ditch west of "N" and
Fourth Avenues and would be less than one-third of an acre.
10. Drop Inlet No. 1 needs to remain as shown. A future
pipeline will be located opposite the most western cul-de-
sac. The outlet structure can be moved westward 20 feet.
This location will be the approximate center Hns havy of theproposed
iks�i inlet and the future pipeline. These revoe been
added to Plan Sheet No. 2.�'
�U)C���CULia,
OCT 2 7 1992 U
D E M
vaoj # 9Z0a,07

Ms. Linda Lewis
October 22, 1992
Page 3
Sincerely yours,
HENRY VON OESEN AND ASSOCIATES, INC.
Carl H. Farmer, Jr., P. E.
CHF/GGB/3777-01
Enc.
cc: Mr. Joseph C. Hearne
Kure Beach Associates
STORM �Gi� e�
� U
OCT 2 7 1992
DEM
i,_zoj # g2o�G�

� t t
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
Bob Jamieson
Jame G. Martin, Governor Regional Manager
William W. Cobey Jr., Secretary September 30, 1992
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Carl H. Farmer, Jr., P.E.
Henry Von Oesen & Associates
Post Office Drawer 2087
Wilmington, North Carolina 28402
Subject: Additional Information
Stormwater Project N0.920807
Kure Dunes: Phase II
New Hanover County
Dear Mr. Farmer:
The Wilmington Regional office received a Stormwater
Submittal for the Kure Dunes: Phase II on July 15, 1992. A
preliminary review of that information has determined that the
submittal for the subject project is not complete. The following
information is needed to continue the stormwater review: 1L,� ,era
1. Provide match lines on sheets numbered 1 and 2. :5* ff &ee
io-0z-42
2. Provide -infiltration data including a soil survey of
actual site conditions which includes at a minimum, the
seasonal high water table elevation and the hydraulic
conductivity.
3. How is the runoff in excess of the first inch bypassed
(through a vegetative filter)?
4. Delineate property lines.
5. Provide a copy of the easement agreement to locate a
permanent structure within a D.O.T. right-of-way.
6. Where is the offsite runoff of 1.72 acres originating
note on page 2 of 10 of calculations.
7. Are the topographic contours noted on the plans
-proposed contours? If not, please provide proposed
contours.
-continued-
127 cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

' Mr. Farmer
September 30, 1992
Stormwater No.920807
---------------------
8. How are lots proposed to be routed to the exfiltration
area and detention area?
9. Delineate all wetlands on -site. If applicable,
provide U.S. Army Corps of Engineers permit
documentation.
10. Please redirect the inlet to maximize travel time.
Short circuiting the system is of concern to this
Office.
Please note that this request for additional information is
in response to a'preliminary review. The requested information
should be received by this Office prior to October 12, 1992, or
the submittal will be returned as incomplete.
If you have any questions concerning this matter, please
call me at [phone].
Sincerely,
Ms. Alexis I. Finn
Environmental Engineer
DA/aif: 920807.SEP
cc: Sky Conklin, New Hanover County Inspections
•(2-) Aleacis --Finn
Central Files

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HENRY VON OESEN r;ND ASSOCIATES
-�,I C0N'suL-rING ENGINFE�--;s Tt,;epncnerg 9i 7630141
- J AND P LANNER;3 Fax!919;i 763-4186
RJ5 NCRTH T"IRP STREET P 0 CRAINER 208' '-F:RCL ,N,'. �8eO`
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HvOPA Project No.:
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OFF lu ' K 1 :-14 TJ • 1-4350-0U4 FPUPI H. 1,10P1 riESDI RSSOC. T-909 P-01-
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Sworn t.nfl ubsc rii bed before me ttlis me 10tn day Or
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.�.ammISS.on e�tp'ir?S tir�n,:nri4. 19 %�1
i

TRANSMITTAL LETTER
HENRY VON OESEN & ASSOCIATES - 805 NORTH THIRD STREET - P. O. DRAWER 2087 - WILMINGTON, N. C. 28402 - PHONE [phone]
CONSULTING ENGINEERS AND PLANNERS _ FAX [phone]
HVO
hj.C• i�lylS(on� PF �NU�(tcxJM i�aC� q 4 Z FILE 5�TT,oI
TO: DATE:
✓Y1�IU�fvFi67Vf%n! I' JOB: V_u2Pr
ATTN: l—f'rh(IU� �ItjN
WE TRANSMIT tYATTACHED ❑ UNDER SEPARATE COVER
❑ HAND CARRIED BY
THE FOLLOWING Cl TRACINGS ❑ INSPECTION REPORT ❑ OTHER
❑ SEPIAS ❑ SHOP DRAWINGS, APPROVED AS NOTED DISAPPROVED
❑ PRINTS ❑ ORIGINAL SPECIFICATION SECTION
COPIES
DATE
SHEET NO
DESCRIPTION
REMARKS
�2
0
wpm w
Fron, E w a v 5a
MPf4 VA-t,
�.
SEP : C 1992
u c Will
ADDITIONAL REMARKS:
BY:
WPCo-548M

n
TRARZMITTAL LETTER
HENA VON OESEN & ASSOCIATES - 805 NORTH
THIRD STREET -
P. O. DRAWER 2087
- WILMINGTON. N.
C. 28402 - PHONE [phone]
CONSULTING ENGINEERS AND PLANNERS
FAX [phone]
I�. OF FkJV(2f5 fw- T-AL
"[)lI
�17AAW?E(1'MWT
Z
HVO
FILE i.0
N .c' VF (. OfctW(20n)m&vT
DATE:---71I7
tz
TO:
4,ALV AtJO NATW7/AL
A%LDiuA L VfbQfL
_S0L)2Gf7S
N F (011I
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pie
17-7
JOB:
2,Mp5-
W1LMi#J6F—ib-,J?AtCA'
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A,515ncr-T-r�
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VA0I 0 H'06t\j s
ILVI/
p, /- EA�F"F
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ATTN:
WE TRANSMIT UPIXTTACHED
❑ UNDER SEPARATE COVER
❑ HAND CARRIED BY
RECEIVED
THE FOLLOWING ❑ TRACINGS
❑ INSPECTION REPORT
❑ OTHER
❑ SEPIAS ❑ SHOP DRAWINGS, APPROVED AS NOTED DISAPPROVED UUL 20 1992
❑ PRINTS ❑ ORIGINAL SPECIFICATION SECTION iffiInlington Regional Off dd
COPIES DATE SHEET NO. DESCRIPTION REMARKS
r�{n�f z,M�onl L.F- -Fr-,2 (—fl�L S-rz�F2rriw.q�—FL2-
f 20 (,/N aA) n1
ADDITIONAL REMARKS:
U)E9Ed'�`E
J
D E M
BY:
WPCo-54826

s
July 15, 1992
Mr. David Adkins
Div. of Environmental Management
N. C. Dept. of Environment,
Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Kure Dunes: Phase II
Kure Beach, N. C.
Dear Mr. Adkins:
I authorize Henry von Oesen and Associates, Inc. to submit a
stormwater management plan for the above referenced project and
to act as my agent to respond to any questions that may arise
during your review of this project.
Sincerely yours,
Joseph C. Hearne
V
I11nU( JUL 2 0 1992 U
aErm

DESIGN CALCULATIONS
Project___KU2r-D(JNGs __PWigFSC-__�Z_-_
Owner-_ K�
--------------------
Location --- KUer G__---------
O`�Q
¢SEAL
8406
COIC5
510 2I.a2
JUL-�1�5 1992
DEM
HENRY VON OESEN AND ASSOCIATES
j CONSULTING ENGINEERS
AND PLANNERS

DATE DESIGN HENRY VON OESEN & ASSOCIATES SHEET
Wilmington, Consulting Engineers North Carolina I OF Iti
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VON OESEN & ASSOCIATES - 805 NORTH THIRD STREET - P. O. DRAWER 2087 - WILMINGTON, N. C. 28402 - PHONE [phone]
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TO: �I �• HVO
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WE TRANSMIT ATTACHED ❑ UNDER SEPARATE COVER & HAND CARRIED BY �%'✓� ��
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REMARKS
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ADDITIONAL REMARKS:
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BY: ,
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