19920053 Ver 1_COMPLETE FILE_19920101

DIVISION OF ENVIRONMENTAL MANAGEMENT
March 20, 1992
MEMORANDUM
TO: John Parker
FROM: John Dorneqr)c/f
RE: Coquina Harbor of Car lina Beach
New Hanover County
DEM Project # 92053
According to the 4 March 1992 letter from the Corps of
Engineers, the above mentioned permit was denied by the COE due
to navigational concerns. Therefore, I see no need to review it
for water quality concerns at this time. Please advise if
necessary.
JD/kls
Parker.mem/Vol.2wp
cc: Wilmington Regional Office
Central Files
a ?. STATE °
State of North Carolina
Department of Environment, He 3.
Division of Coash? anag en?'d
225 North McDowell Street aleigl?}? Ca
James G. Martin, Governor
William W. Cobey, Jr., Secretary
atural Resources
wxrra QU
Q BrA?
MEMORANDUM
TO: John Dorney, DEM /
David Atkins, DEM
Dennis Stewart, WRC
FROM: John Parker-"
SUBJECT: Coquina Harbor, Carolina
DATE: January 29, 1992
27602 .?
Roger N. Schecter
Director
The attached materials describe additions proposed at this facility which
has been developing since 1981. The enclosed photo copies may be of some
help.
I am requesting that DEM review this request for any stormwater
management adjustments and fuel storage safety. Wildlife Resources should
address boating safety aspects of additional activity, i.e., fuel dispensing,
in this AIWW turn. The COE, having chosen to go to Notice, will do likewise.
Unfortunately, this office has caused for some loss of time, so a
response ASAP is requested. However, please give this important matter
careful attention. Your recommendations by February 14 would be appreciated.
JP/aw
cc: Tere Barrett
Cliff Winefordner
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611 7(,87 -lelephone 919-733-2293
A,, Fn...I On , 11mrv Affirmative A(tion Employer
DIVISION OF ENVIRONMENTAL MANAGEMENT
Date: March 16, 1992
To: John Dorney
Planning Branch
From: James H. Gregson
Wilmington Re-416.4-91 Office
Through: Dave Adkins
Wilmington Regiona Office
V
77'7-77 `v -! 711io
MAR 1 1992
WETLANDS GROUP
WATER UALITY SECTION
Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Central Office Permit #92053
Coquina Harbor of Carolina Beach
New Hanover County
Please find the attached March 4, 1992 letter from the Corps
of Engineers. The project has been denied at the Federal level,
and no further action from this Division should be required.
cc: Wilmington Regional Office Files
Central Files
DEPARTMENT OF THE ARMY
J` WILMINGTON DISTRICT, CORPS OF ENGINEERS 7
'11 P.O. BOX 1890 I
yam; ? WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 4 1992
Regulatory Branch ?GfJ
Action ID. 199200991 C
Mr. Robert Martin
Coquina Harbor of Carolina Beach, Incorporated
Post Office Box 1279 ; v iyy?
Carolina Beach, North Carolina 28428 -
DiV;S10N OF
Dear Mr. Martin: COASTAL MANAGEMENT`
Reference your application for Department of the Army authorization to
install floating boat docks and a marine fuel station at the intersection of
Carolina Beach Harbor, Snow's Cut and the Atlantic Intracoastal Waterway
(AIWW), north of Carolina Beach, New Hanover County, North Carolina.
My staff has completed public interest review of your plan, and I have
determined that issuance of a Federal permit, for your work as proposed, would
be contrary to the best interests of the general public. Your proposed
construction of a fueling dock on a rather sharp turn of the AIWW, in an area
of the AIWW which requires frequent dredging, and at the junction of three
heavily traveled channels, would constitute an undue hazard to safe
navigation. Accordingly, your Department of the Army application is hereby
denied, and your file has been retired.
Mr. Jeff Richter of my Wilmington Field Office staff is available to
answer any questions you may have or to assist you fn developing a revised
plan. He may be reached at telephone [phone].
FOR THE COMMANDER:
James H. Bradley
Chief, Construction-Operations
Division
-2-
Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina- 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hafdy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. James Herstine
Wilmington Regional Office
North Carolina Division of
Coastal Management
127 Cardinal Drive Extension,
Wilmington, North Carolina 28405-3845
w;Rv
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890 ??• t ?;: I
Wilmington, North Carolina 28402-1890 ?> ?'?,•,
tS? 1
Action ID. 199200991 t u
?.. 4
PUBLIC NOTICE
??6s^nr.r_9Q???
COQUINA HARBOR OF CAROLINA BEACH, INCORPORATED,
MARTIN, Post Office Box 1279, Carolina Beach, North
applied for a Department of the Army (DA) permit TO
DOCKS AND A MARINE FUEL STATION AT THE INTERSECTION
SNOW'S CUT AND THE ATLANTIC INTRACOASTAL WATERWAY
BEACH, New Hanover County, North Carolina.
represented by MR. ROBERT
Carolina 28428, has
INSTALL FLOATING BOAT
OF CAROLINA BEACH HARBOR,
kIWW), NORTH OF CAROLINA
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed installation of approximately 685 linear feet of
docks, extending about 170 feet offshore. The docks are designed to reach to
within 85 feet of the near edge of the AIWW channel. The fuel facility is to
consist of three 4,000 gallon above-ground, pre-fab tanks, with built-in
containment, located on high ground approximately 450 feet from the AIWW, and
two dispensers with automatic cutoffs located on the proposed floating docks.
The purpose of the work is to provide a commercial fueling facility. Plans
showing the work are included with this public notice.
The work includes structures and their attendant utilities, on lands
subject to an easement in favor of the United States for the operation,
maintenance, improvement, and enlargement of the Atlantic Intracoastal
Waterway (AIWW). Accordingly, should authorization be provided, it will be
understood and agreed that the permittee will be required to remove such
structures and improvements at his own expense in the event that, in the
judgment of the Corps of Engineers acting on behalf of the United States, said
lands are needed at any time for any purpose within the scope of said
easement. Permanent buildings will not be constructed on lands subject to the
easement.
The North Carolina Department of Environment, Health and Natural Resources
is considering authorization of the work.
The applicant has determined that the proposed work is consistent with the
North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management (NCDCM) for
their review and concurrence. Also, this proposal is being reviewed for
issuance of a permit under the North Carolina Coastal Area Management Act
(CAMA) by the NCDCM or their delegates.
DEPARTMENT OF THE ARMY A
Wilmington District, Corps of Engineers
Post Office Box 1890 ????
Wilmington, North Carolina 28402-1890
co Action ID. 1992009913 u`
PUBLIC NOTICE
COQUINA HARBOR OF CAROLINA BEACH, INCORPORATED, represented by MR. ROBERT
MARTIN, Post Office Box 1279, Carolina Beach, North Carolina 28428, has
applied for a Department of the Army (DA) permit TO INSTALL FLOATING BOAT
DOCKS AND A MARINE FUEL STATION AT THE INTERSECTION OF CAROLINA BEACH HARBOR,
SNOW'S CUT AND THE ATLANTIC INTRACOASTAL WATERWAY (AIWW), NORTH OF CAROLINA
BEACH, New Hanover County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed installation of approximately 685 linear feet of
docks, extending about 170 feet offshore. The docks are designed to reach to
within 85 feet of the near edge of the AIWW channel. The fuel facility is to
consist of three 4,000 gallon above-ground, pre-fab tanks, with built-in
containment, located on high ground approximately 450 feet from the AIWW, and
two dispensers with automatic cutoffs located on the proposed floating docks.
The purpose of the work is to provide a commercial fueling facility. Plans
showing the work are included with this public notice.
The work includes structures and their attendant utilities, on lands
subject to an easement in favor of the United States for the operation,
maintenance, improvement, and enlargement of the Atlantic Intracoastal
Waterway (AIWW). Accordingly, should authorization be provided, it will be
understood and agreed that the permittee will be required to remove such
structures and improvements at his own expense in the event that, in the
judgment of the Corps of Engineers acting on behalf of the United states, said
lands are needed at any time for any purpose within the scope of said
easement. Permanent buildings will not be constructed on lands subject to the
easement.
The North Carolina Department of Environment, Health and Natural Resources
is considering authorization of the work.
The applicant has determined that the proposed work is consistent with the
North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management (NCDCM) for
their review and concurrence. Also, this proposal is being reviewed for
issuance of a permit under the North Carolina Coastal Area Management Act
(CAMA) by the NCDCM or their delegates.
f .f -3-
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeff Richter, until 4:15 p.m.,
February 14, 1992, or telephone [phone].
3 II ,oE/
.a
W'
i
i.I
;t
c?
r

w
a

lu'--
z
lQ
t
• I ? 1
V?
?i
111
II
00
U

?.l U=-

I
I r _
'its,
_13 . ?n?°; o v I I
?h o y (n A--I O
I
co in - -=

b Ji'L
Y Z
? }
'
?Ilw
? w
O
? OOC
H
C
I°
s+
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers J
Post Office Box 1890 ?J
?! a
Wilmington, North Carolina 28402-1890?J???11,?
0) C., ?o a
Action ID. 199200991 U
'PUBLIC NOTICE
COQUINA HARBOR OF CAROLINA BEACH, INCORPORATED, represented by MR. ROBERT
MARTIN, Post Office Box 1279, Carolina Beach, North Carolina 28428, has
applied for a Department of the Army (DA) permit TO INSTALL FLOATING BOAT
DOCKS AND A MARINE FUEL STATION AT THE INTERSECTION OF CAROLINA BEACH HARBOR,
SNOW'S CUT AND THE ATLANTIC INTRACOASTAL WATERWAY (AIWW), NORTH OF CAROLINA
BEACH, New Hanover County, North Carolina.
The following description of the work is taken from data provided by the
applicant and from observations made during an onsite visit by a
representative of the Corps of Engineers. Plans submitted with the
application show the proposed installation of approximately 685 linear feet of
docks, extending about 170 feet offshore. The docks are designed to reach to
within 85 feet of the near edge of the AIWW channel. The fuel facility is to
consist of three 4,000 gallon above-ground, pre-fab tanks, with built-in
containment, located on high ground approximately 450 feet from the AIWW, and
two dispensers with automatic cutoffs located on the proposed floating docks.
The purpose of the work is to provide a commercial fueling facility. Plans
showing the work are included with this public notice.
The work includes structures and their attendant utilities, on lands
subject to an easement in favor of the United States for the operation,
maintenance, improvement, and enlargement of the Atlantic Intracoastal
Waterway (AIWW). Accordingly, should authorization be provided, it will be
understood and agreed that the permittee will be required to remove such
structures and improvements at his own expense in the event that, in the
judgment of the Corps of Engineers acting on behalf of the United States, said
lands are needed at any time for any purpose within the scope of said
easement. Permanent buildings will not be constructed on lands subject to the
easement.
The North Carolina Department of Environment, Health and Natural Resources
is considering authorization of the work.
The applicant has determined that the proposed work is consistent with the
North Carolina Coastal Zone Management Plan and has submitted this
determination to the North Carolina Division of Coastal Management (NCDCM) for
their review and concurrence. Also, this proposal is being reviewed for
issuance of a permit under the North Carolina Coastal Area Management Act
(LAMA) by the NCDCM or their delegates.
-2-
The requested DA permit will be denied if an required state or local
authorization and/or certification is denied. No DA Permit will be issued
until a State coordinated viewpoint is received and reviewed by this agency.
Recipients of this notice are encouraged to furnish comments on factors of i
concern represented by the above agencies directly to the respective agency,
with a copy furnished to the Corps of Engineers.
This application is being considered pursuant to Section 10 of the Rivet
and Harbor Act of 1899 (33 U.S.C. 403). Any person may request, in writings
within the comment period specified in the notice, that a public hearing bei
held to consider this application. Requests for public hearing shall state,
with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of they
National Register of Historic Places for the presence or absence of registered
properties, or properties listed as being eligible for inclusion therein, and
this worksite is not registered property or property listed as being eligible
for inclusion in the Register. Consultation of the National Register
constitutes the extent of cultural resource investigations by the Districts
Engineer, and he is otherwise unaware of the presence of such resources.
Presently, unknown archeological, scientific, prehistorical, or historical!
data may be lost or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that
the proposed activity will affect species, or their critical habitat,
designated as endangered or threatened pursuant to the Endangered Species Act
of 1973.
The decision whether to issue a permit will be based on an evaluation of
the probable impacts, including cumulative impacts, of the proposed activity
and its intended use on the public interest. Evaluation of the probable
impacts which the proposed activity may have on the public interest requires a
careful weighing of all those factors which become relevant in each particular
case. The benefits which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. The
decision whether to authorize a proposal, and if so the conditions under which
it will be allowed to occur, are therefore determined by the outcome of the
general balancing process. That decision should reflect the national concern
for both protection and utilization of important resources. All factors which
may be relevant to the proposal must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values,
flood hazards and flood plain values (in accordance with Executive Order i
11988), land use, navigation, shore erosion and accretion, recreation, wa er
supply and conservation, water quality, energy needs, safety, food and fifer
production, mineral needs, considerations of property ownership, and, in
general, the needs and welfare of the people. For activities involving the
i
i
IF

f -3-
v. o
placement of dredged or fill materials in waters of the United States, a
permit will be denied if the discharge that would be authorized by such permit
would not comply with the Environmental Protection Agencies, 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable
guidelines or criteria, a permit will be granted unless the District Engineer
determines that it would be contrary to the public interest.
The Corps of Engineers is soliciting comments from the public; Federal,
State and local agencies and officials; Indian Tribes and other interested
parties in order to consider and evaluate the impacts of this proposed
activity. Any comments received will be considered by the Corps of Engineers
to determine whether to issue, modify, condition, or deny a permit for this
proposal. To make this decision, comments are used to assess impacts on
endangered species, historic properties, water quality, general environmental
effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment and/or an Environmental
Impact Statement pursuant to the National Environmental Policy Act. Comments
are also used to determine the need for a public hearing and to determine the
overall public interest of the proposed activity.
Written comments pertinent to the proposed work, as outlined above, will
be received in this office, Attention: Mr. Jeff Richter, until 4:15 p.m.,
February 14, 1992, or telephone [phone].
iJ/ I`? ; ?r '^yY?,7?1r,?Y??.ty'M1+•. ; ?-11J- .?? ?c
X444 'C H 17-
3773 \ _ ?• ? ?i 1. .. ? - ?
f
u, v
I
\- '_'r a .t\ AISLE
'SEA BR 'lyE
,? '\,? rl Sic ? I ? ? _ / J ? .-a ti , ?
,r * 1411 Itib?'
3772
5N?_p IBM N AI
.:; saa' ;? j ?, ?:• CAR
'B P,
RA' - _. •r• 3771
.A? ? "'O r y•? d? Z V . l ? I
'.i. G1 •ar., 2'30x,
..
A.V
?,. M .l • . 3770
''r'• Hwy^,z,;•.; •:.r. . ?? L Q
?' ?y;? ..:;v?;.•?-';. }' CAROLINA BEACH
`.? F.•,•, • f.y•t,
-f "'• • .,,CAROLINA 3769
LAKE
h
_ ? :, :• 13768
WILMINGTON BEACH
. I
r
l! d „a STATE o
??r MM 4 r?
State of North Carolina
Department of Environment, He
Division of Co as a225 North McDowell Street stleiatural Resources

27602
James G. Martin, Governor
William W. Cobey, Jr., Secretary
MEMORANDUM
TO: John Dorney, DEM /
David Atkins, DEM
Dennis Stewart, WRC
FROM: Jon Parkerri?
SUBJECT: Coquina Harbor, Carolina
DATE: January 29, 1992
/'?k-';'4.-- - -..
wArte ? ??
btq grA?
Roger N. Schecter
Director
The attached materials describe additions proposed at this facility which
has been developing since 1981. The enclosed photo copies may be of some
help.
I am requesting that DEM review this request for any stormwater
management adjustments and fuel storage safety. Wildlife Resources should
address boating safety aspects of additional activity, i.e., fuel dispensing,
in this AIWW turn. The COE, having chosen to go to Notice, will do likewise.
Unfortunately, this office has caused for some loss of time, so a
response ASAP is requested. However, please give this important matter
careful attention. Your recommendations by February 14 would be appreciated.
JP/aw
cc: Tere Barrett
Cliff Winefordner
Attachment
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An F.qual Opportunity Affirmative Action Employer

I Zh
i?
?I
f?
r? 1
tq
p4
.N .

'T.;;,7--
A? n
:H

r •?

I
A
WILMINGTON REGIONAL OFFICE
DIVISION OF COASTAL MANAGEMENT
395-3900
NZNQEANDRN
Subject: Modify State Permit #13-81 - Coquina Harbor
To: John Parker
From: Tere Barrett
Thru: Jim Herstine IU?
Date: November 22, 1991
This memo is regarding the enclosed request from Randall Bray,
representing Coquina Harbor, to modify State permit #13-81. This
project can be seen on 89 photo 178-13.
Attached is the request, stating the changes, a site map, and
scale sketches indicating the changes. The most pertinent attachment
is that labeled E1.
The request is to make three changes to the existing permit;
relocation of the proposed restaurant/shop, addition of service docks,
and the addition of fuel.
The restaurant/shop structure
basin, and is to be moved to the
building will remain unchanged,
originally proposed location. The
permitted will not change.
was proposed directly east of the
N.W. Corner. The footprint of the
and will be eliminated in its
total percentage coverage originally
The new dock system will extend in a N.W. direction toward the
AIWW, 160' waterward of the existing dock: The present rip rap
breakwater was permitted approximately 300' from the AIWW. The
floating dock structure will extend approximately 150' from this, and
as such should be greater than 85' from the AIWW.
The project area originally was classified as conservation but is
now classified developed in the updated Land Use Plan. The proposed
changes should pose no problems within this classification.
Page 1 of 2
t *
The new docking system incorporates approximately 5,600 square
footage of public trust waters. There is to be a main dock
approximately 185' in length, 8' wide. There will be seven fingers off
of these of varying lengths -165' 1001, 551, 601, 501, 351, 501. These
will serve as temporary dockage only to provide services to area
boaters.
On this dock there will be two fuel dispensers with automatic
cutoff. One will carry gasoline, the other diesel fuel.
The fuel storage tanks will be located in the south corner of the
basin, more than 75' from mean high water. There will be three 4,000
gallon tanks with built in containment, meeting all Federal, State, and
Local regulations.
TB/tlh
cc: Joel Macon, LPO
Page 2 of 2
November 15, 1991'
Ms. Teresa Barrett, CAMA Field
N.C. Dept of Natural Resources
Division of Coastal Management
127 Cardinal Drive
Representative
& Community Development
Wilmington, North Carolina 28405-3845
[phone]
Re: Request for modification to CAMA Permit #13-81
RBA Job #9161
NOV 19 1991`
Dear Ms. , ; r ;, r; cIP. ri y.i'.
Barrett: T ?
The modifications we are requesting are as follows : ---• _ - --...- _
1. Relocation of restaurant, ships store, harbor master, and
visitor toilets to the north west corner of the existing
boat basin as shown on Drawing "E-1" dated 11-11-91, scale:
1"=60'.
2. No installation of additional stone rip rap (approximately
300 linear feet), as shown on Drawing "E-111, adjacent to the
existing stone rip rap to reclaim approximately fifty (50%)
to sixty (60%) of shoreline lost to recent erosion is
requested at this time.
3. Installation of new floating boat docks as shown on RBA
Drawing "E-1" (approximately 685 linear feet).
4. Installation of a marine fuel station consisting of the
following major components as per governing code and as
shown on RBA Drawing "E-1" :
a. Three(3) 4000 gallon above ground prefabricated tanks
with built-in containment, located approximately 450
feet + from AIWW as shown at an approximate grade of
12' above mean high water.
b. Two(2) dispensers with automatic cutoffs located on the
new proposed floating docks as shown at an approximate
grade of 1' above mean high water. One (1) dispenser
for marine grade gasoline and one (1) dispenser for
marine grade diesel fuel.
C. Two(2) automatic hose reels for each dispenser with 50'
of hose as shown.
5. See the attached copies as part of this submittal for
modification:
a. Drawing "1A" dated 8-23-91: RBA Site Location or
Vicinity Map of Coquina Harbor at Carolina Beach.
b. Drawing "A" dated 8-23-91: RBA Site Detail Location of
Proposed Modification and Building Location.
Architecture
Landscape Design
Space Planning
Building Programming
Interiors
Planning
PO 331
Wilmington, NC. 28402
[phone]
Randall Bray
Associates
Ms. Teresa Barrett
Page 2 of 2
RBA Job #9161 11-15-91
NOV I V 19W
C. Drawing ^B-1^ dated 11-15-91: Revised G3q-.qu4d-Irevel.,;
Building Plan and Drawing 11C-1" dated 13,715=91:-. comd
Level Building Plan.
d. RBA Drawing 11E-1" dated 11-11-91: Revised-Site Drawing
Plan View showing proposed building, boat slips, fuel
tanks, dispensers, parking, site access, Atlantic
Intracoastal Waterway U.S. Army Corps of Engineers
clearance, pertinent water depths, prior shoreline
configuration, present shoreline configuration and
proposed changes.
e. Drawing "H" dated 8-23-91: RBA Proposed North-East
Elevation View from Marina & Snows Cut.
f. Drawing "I" dated 8-23-91: RBA Proposed West Elevation
View from Intracoastal Waterway @ Snows Cut.
g. Information on Secondary Containment Storage Tanks and
Pumps, 6 pages, dated 11-11-91.
h. Included-by reference: North Carolina Building Code, in
particular 1991 Edition Volume V "Fire Prevention" and
the National Fire Protection Association's Standard
NFPA 30 "Automotive and Marine Service Station Code"
1990 Edition, plus NFPA Interim Amendment #312.
i. Recent topographic and hydrographic survey provided by
owner from Robert H. Goslee and Associates Surveyors
dated October 25, 1991. All information presented in
this submission by RBA is predicated on the above
survey plus an owner map survey by Jack G. Stocks,
Surveyor, dated 8-3-90 and a drawing copy obtained from
CAMA titled "Schematic Deck and Drainage Plan" dated 9-
24-86 by Stuart D. Whiteside, P.E.
Very Truly Yours,
y ? ,II
W. R ndall Bray AIA
Member of the American
Institute of Architects
cc: Tony Hobbs, Mechanical Inspector [phone]
Inspections office, 414 Chestnut St., Wilmington, NC 28401
J. Allen Golden, Chief Mechanical Inspector [phone]
Inspections Office, 414 Chestnut St., Wilmington, NC 28401
enclosures
/sdm/61-11-15.job
TURNER
fl4alyca710117merit
Storage Tanks
Turner combines storage and secondary containment
tanks to create a safe, easily Installed, economical
solution for above ground or Inside storage of motor
fuels, heating oils, lubricants and waste oil. The
Integrated secondary containment section meets codes
and regulations' requiring positive protection against
rupture or leakage.

I
f;
P4 f.
aM,
?i
?4 .
iL r '

I I ?
at ,
?i•
t. .? 1i
tr ? 1t
? ?111
!'ftl!
' ' 1; r11
11
pro
_ f
' +r
'ri•r??
r
'1I
A variety of standard and oustom configurations Is
available ranging from single 150 gallon horizontal tanks
to multiple 2000 gallon vertical tanks. Each tank is
expertly fabricated of heavy gauge carbon steel to UL
standards and carefully inspected for leak free Integrity.
Long life Is assured by a coating of both rust resistant
primer anddurable•enamel.
Call Turner. Our professional staff can
recommend or design a system that saves you
time and money.
Rgnrn
Qod..ne Q?- t 1op?I aun!onrw. n. nou4Aro,,.
;,tiopoit?wnp 111?r?Q.+?4? ?i+p?rY'?aloonairwr?!r ank..
J J 1J3! 41 C 2,9402
j?97
:111itt
hill
.:,III*
' i11t11M?
.II.K1?T
ty. ti 4 f. , „
y' •1, . ? R',?IV?,1 ..illti
!
3 t 1{ k? 1t.
j
-qqw ....-- -.-
Custom Designed Tank
SC-Series
SCP-Series

The SC-Serles Storage Systems combine round or obround
tanks with rectangular secondary containment tanks. The
containment tanks are designed to contain 110% of the storage
tank capacity and Include a weather-proof flashing to keep
rainwater and debris out of the containment sections. Each
tank Is manufactured to Underwriter's Lab Standard UL-142'
for above ground storage and is available in a variety
of custom colors.

SG 1lS0 12
Gallons a a l
160 12 42!6
1
I"' o
1.9f is
W .
end color nno"* Amish

Nhadwr•proolflashing one
F11 tap%

Ventaps
60•270.12 270 12 545 46' 66• co" UM 0ontawnent
80.275.14' 275 14 571 96' 61' M8W n.Lw
6c 6x4 it, b26 12 614 b4• 64• UL Approval (6WKkW RAr
' E"? ar+ov Writ.
Sc•1ltW 10 1W0 10 1610 /p' - 64' UL•14Y
1 ?• •
?. 9i -)p?-
(3ata?1lY M." Y
SC•1500.7 1600 7 x965 7r Its,
?
80.2000 7
sc•3000•% 2000
tAm 7
7 3M7
4056 7x'
1II• 164"
124• f
-;.. }.,:.. AI1h•ilp)10Mn
YA W Vr_y tvc
or 4M? 4000 7 4084 64' 1111'. .
fir, A /A SAT LzS
28402
•AbdM SC-[/b• 14 u own to LX •B0 * rnard4 veal rn4t4W a uc-747. q
1
NOV 19 1991
.•-.,1..4 . .
. The SCP-Serles Includes'the same basic tanks as the
SC-Serles with the addition of an Integral pump stand. The
bolt-on stand will accept any standard dispensing pump and
features a removable front access panel for convenient pump
installation and maintenance. A 1 112" threaded pipe termina-
tion within the pump stand permits simple Interconnection to the
storage tank. These tanks are Ideal for storing and dispensing
a variety of liquids including kerosene and motor fuels.
P•9E I
Model E8
G2 IOM ou a Wal ht Dionen
Width alons
n Oftnelard Fisahmn
PnmMd and oobr arwrnl Math Iona
Fit pW
4.12 b2b 1x 940 64' 100' wesiher•prootbuhlrlp Wnlape
00.1 1000 10 1AI(1 %1!• 64' tnvMbgllwrentakanant Gauges
i
d
V
t
00.7
00 7 2000
3000 7 3173
41ex 72'
7r 246'
p?a• gr>Kiaotlon
ul Appovaa (awdud
UL-142) twrpw
ry
an
a
Usti votvnR
NP2q
4000 7 ruse e4• 240' vaha

y
• ...'
?• 401
Tumor can quickly and economically customize a secondary
containment tank storage system to match your requirements In
virtually any capacity or configuration. We can also design
and build containment tank sections to upgrade existing
storage tanks.
Call or send In your requirements and we'll promptly provide
our recommendations and a quote for the solution to your
storage tank problem.
Ipa ud GtioM w1Y CONUIf rota loal &ftlnl- Ar r.plrW" oo-1-V above prourd
tMh of ooraaArrMM I.rft.
%irner Equlpm®nt Company, Inc.
Hwy 1t7 5nut.h P.O. Box 0110, 5oldwba1v NC IM7530
[9191734-WSS1 1-800-470-4770 FAXI10101778-4350

Single/
1 or 2
GPM-
Max
Motor(s) Solenoid
Valves
Hose(s) olmsnalons, inches
H x W x D
Model No,
Suction pumps wln
T Products .
(1) g4" x 12'
52% x 26V4 x 18%
87620 Single
Twin 1
1
Up to 15 (1)'A hp
144 hp
;
?
none (2) %,v x 12'
(2) %" x 12' 52% x 26V4 x 18%
525A x 26V4 x 183
8752DTYIl•1
8762DTW-2 Twin 2 Y? hp
a
(1) hp
(1)1 " x 12'
'
"
S2g6 x 26Vi x 183A
52% x 291/0 x 183A
87630
87b3DTW2 Sin le
Twin 1
2 Up to 22 (2) hp none

one x 12
(2)1
(1)1" x 12'

52 x 26V4 x 18%
96
- --- amnia 1 Up to 26 (2)Ya hp n
Remoter oispsnsers"
1 See None ,?
#1
Single
8752DX Twin 1 Note' None 1V4
6762DXTW-1 2 Tin 2
8752DXTW
None
° `?f
1 See
8753pX Single
1 Noto None V
None „'
8753DXTW1 Twin
2 None
6753DXTW-2 Twin
Mow rellelJ
TW 1
1
2
n
l
tl
.F
l
twl
ct
Fo singi p o
accee 0094
shown -Neat dspensed, a d added p
)
8 6
pumps (
ombined, or for one operating alona
nd ,RDX" are interchangeable, and denote remote dispensers.
mo. ' X"
a
••Ngte sutfi
SPECIFICATIONS
Repletell: Mechanical full computers
with electric reset. All computers read
up to 999.9 gallons.
Standard gallonage computers read
up to $99.99 per sale; price can be set
up to 53.999 per gallon.
High gallonage and high capacity
computers read up to $999.99 per sale:
price can be set up to $5.999 per
gallon.
Pump: Quiet, efficient, gear pump.
Air eliminator bullt into pump casting.
Meter Type: Three piston, positive
displacement. Tested and calibrated
for accuracy at any speed or pressura
Standard Cabinet Flnish: For maximum
rust protection, the front, rear, and lower
side panels are made of hot dipped
galvanized steel. Top, sides, and bezel
are painted black, Front and rear panels
are painted the colors of your choice.
Hose Retractor: Internal, standard,
Voltage and Frequency-1151230VAC,
60 Hz. :%Hz available extra cost.
iuctloonnectlon: 1'ti" NPT.
Unions provided for suction pumps.
Swivel: 90 degrees elbow, standard.
Maximum Working Pressure: 50 psi,
UL listed
Motors- 'A hp are Intermittent duty;
Vz hp and V4 hp are continuous duty,
OPTIONS AND
ACCESSORIES
Automatic Nozzles: Standard or

Noreroca OA1404) ME-01
High Flow, Nozzle spouts for unleaded
or leaded gasoline, diesel, or kerosene.
Lights: Fluorescent. Illuminate product
panels and register areas, Includes
on-off switch.
Pulser: type and ratio as specified for
the application.
Switch 09160t*. As required to equip
the unit for use in card systeme,
Special Lengths of Hose: Longer or
shorter than standard 12 to meet
special needs at extra cost,
Swivels,. For easier, more convenient
hose handling.
Internal hose Retractor: A compact
way to keep hoses out of trouble,
High Hose Retrectort High, post-
mounted type with enclosed spring
return reel and nylon cable assembly.
Keeps hose up and out of the way to
reduce runover damage.
Isliter: Internal amridard flow and
external high flow available. Also
external high flow with hydrosorb
element.
vertical Chsok Valveet For installa-
tion on suction line to prevent
backflow from the pump, Not for
remote dispensers and SUbmersible
pump systems. Sizes for standard
1'/2" line, and for oversize 2" line.
High/Low Slowdown Volvo: Reduces
delivery to a slow flow for accurate
preset shut-off .1" valve available for
high gallonage models.
(1) g4" x 12' 62% x 26V4 x 18%
a?? 1 52% x 26V4 x 18%
?2) W, x 12' 6294 x 26% x 18%
,(1)1«x12' 62%x26Y4x186
12' 52% x 261/4 x 18%
52% x 26V4 x 1891
ie ?it18j6dt@tion CtSriditlol; product,
h - t7, to . je4pm for both hCaea', ;
I ,..
X91 NOV t (-
?®r:
r ry $yitem:Includes
h,098 rector, special nods `?l i ICE
boot and h per, automatic nozzle,
coaxial hose, vapor valve, and corn ....,
nection hose with swivel.
Vapor Recovery Kit: Includes special
nozzle boot and hanger. Less hose
and nozzle.
Stainless St" Panels: Three choices:
-All stainless steel
-Stainless steel front and back panels
-Stainless steel top and sides
Shear Waiver: Required for remote
dispenser installations with submersi-
ble pump. It stops the flow of gasoline
if the dispenser is damaged and the
submersible pump continues
operatipg.
C optidn: Includes switch detect and
pulser outputs for operation in CFN
and similar card-access systems.
To order, please specify:
1, model Number
2, Product designations for brand
panels
3, Any options or accessories desired
4. Automatic nozzle type and spout:
pulser type, when applicable.
Prices and specifications subject to
change without notice.
Wornlno: This product must be In-
stalled and used in conformance with
all buildingifire codes and all other
safety requirements applicable to Its
installation and use. This pump shall
not be used for direct fueling of aircraft
without filters and separators
necessary to ensure product Purity-
a FAX [phone]
?d
S887000Ft•1191 Printed in U.S.A.
WILLIAM M. WILSON'S SONS, INC.
P.O. Box 309, Lansdale, PA 19446 • [phone] a TWX: 610 600.2434 a FAX:,2151855-0341
70 0 FAVi [phone] Pomona. CA [phone] 9 FAX: [phone] London, Ord. [phone]
SPECIFICATIONS
Delivery Rate*
as
30
26
20
'v
? 1S
10
CL,
R 6
The above delivery rates for Gasboy
Model SP033, SP075, and SP150
submersible pumps are based on
pumping gasoline from a 96-Inch
diameter tank buried 36 Inches below
grade; 125 feet of 2-inch discharge
One with 1t/2-Inch risers; Gasboy
remote control dispensers with 12 feet
of %-Inch diameter hose and Gasboy
standard (not automatic) %•inch
nozzles. Longer or smaller hoses will
decrease delivery. The amount of
decrease will depend on the size and
model of the nozzle,
UL listed.
Methanol approved
Options & aces 'writs
NMI! Boxes
? 28" x 28" x 10"
Q 26" x 26" x 18"
Relay Control Boxes
O Single Relay Control Box
Q Multiple (4) Relay Control Box
Pressure MonMors
Q PD101 Pressure Monitor
Q PD101 Pressure Monitor 3-pack
Insu/lat/on and Maintenance Hems
? Extra piping for tanks over 104
dlemeter.
wftClti
Q Selector,
Replsoe?nent fN kit. ?? • ? ? ? ;;
lb order pNeaa apiow.
1, Submersible - pump model.,. ?;rrT
2. Any options oraccessorlss` ,.
desired...
Also-
Please provide all installation data
possible, including the following:
1. Tank bury depth below grade
2. Steel or fiber glass tank
3. Single or double wall tank
4. Tank diameter. If double wall tank,
state whether measurement Is
Inside or outside diameter.
5. Manway height, if applicable
8, Manufacturer and model of tank, If
the Information Is available.
Number Delivery per
dispenser, GPM
dispensers
in
Model
Model
Model
operation SPo33 SP075 SP160
1 122 141 16.9
2 10.8 12.4 14.7
3 9.0 10.8 13.2
4 7.3 9.4 11.7
5 8.0 10.5
6 6 9 9.6
7 8.4
8 7.5
PC)
(N>L??%IG`` 1 i?. Y '4OA 1.q
Ntr rES
`? /? I 28/402
.r y, 5 /9
V ,.//
Prices and specifications subject to
change without notice.
Warning: This product must be
Installed and used in conformance
with all building/fire codes and all
other safety requirements applicable
to Its Installation and use. This pump
shall not be used for direct fueling of
aircraft without fliters and separators
necessary to ensure product purity.
WILLIAM M. WILSON'S SONS, INC.
PO. Box 309, Lansdale, PA 19446 9 [phone] 9 FAX: [phone]
Norcross, GA (404) 6628770 . FAX. [phone] Pomona. CA (714) 6232186 9 FAX: [phone] London, ON. [phone] 9 FAX: [phone]

S00334 M Printed In U.S.A.
Delivery, gallons per minute
0
0
aASBOY'
Models SP033, SP075, & SP150
Standard Flow Submersible Pumps
1/3 HP, U HP, & 111z HP
STANDAR LOW SUBMERSIBLE PUMPS
&4"
Appliforlon
Service Stations, Convenience 'Stbri?6,
'Puckstops, and Fleet Refueling.
Pumpmotor
Model SP033 '/a HP
Model SP075 • Y+ HP
Model SP150 ` 1Va HP
• Continuous duty motor, single phase,
20B/23OV, 60 Hz, 3450 rpm.
Fval piodwi bat vtxb db bull 1 lulu i", It
and coolant,
• Pressure relief valve easily deacti-
vated to speed and simplify pressure
testing of dischargo line.
• Thermal overload with automatic reset
protects motor if fuel product drops
below submersible pump leveli also
protects against high current
overload.
• Two-stage centrituga' type pump.
Impellers and diffusers are of molded
Delrin', inlet strainer is stainless stool,
Steel electro•coated shell sealed on
both ends with elastomer. Permanent
split capacitor motor is UL Listed and
CSA Certified for Class 1, Group D
service.
. Pump and motor assembly
conveniently installed through a" tank
opening. No disassembly of pump
required during installation or testing,
Manifold Ateembly
• Fully extractable. Includes slastomer
compression seals, built-In check
valvo, pressure, relief valve, syphon
system, air separator, 2" discharge,
conduit connection box with water
seal plug (accessible from top).
• Syphon assembly includes built-in
pressure relief valvo, check valve, and
nir impterntor components.
• Sirloin tw al between extractable and
stationary manifold ns3Cmhly rcdu Tj
risk of damage during installation.
• Protective interlock design inhibits
removal of extractable manifold or
capacitor while power is on.
lus?lype 01?`yr ?I , ? ?' ' ? , •• r ? ? 4Fi
;• 3 r,
1.1ii'1" Ittt•i .Ifs!
f}1{t111+ty?`i! 4
II°+'tt?t?? ??jpt
tt'r?f M?? 4 1
qy? ?? t1 rr t11
Mfr?'"ive ''
?q
11?`N?tfitN1N hill
i ? t?le
?ibllt?? R +11l
?R?e??;fM111 l?t??l
?fltt..cflli•'?, 41?,t•?
it .,1•l.:r?{?'{1/?
k? =?tt 111 ??1N?!{ ??IN
1,kill 1.44411t1 ?i
,t It Ijt+ , ,N
l1.;-414ff
. 441'
altll't,.? I t IRItlI t ??itll
`Mt1
t? ?+31k 1e a
,' 1 J
?+f
, ?+
i ?
fR! 1T
°.?yrtl!N 1`tt1
1111!_ 'ktsoil
1*iii4 ?1 jf?
?frtltRttit1?
Mlt
???M?}LI?I`r1l1f'
bill
• Manifold has a V4" pipe opening for
applying pressure for underground
tank testing and a Vi' pipe opening
for underground pipe testing.
• Check valve can be easily blocked for Optional ModalPD101 Pt*ssure
pressure testing of both piping and of Monitor
the tank. • Diaphragm operated valve which cuts
Pressure relief
Volvo is built
,•''.
,Irno?ypnort , . ,. •
?tt?t?;jttttlti+?f?r ?
It?N?°?>?tt?i4ttt ti+?
1991' ??!!??" 4ItfEF??? 3 4
art0 r{:Ilt? .riSl
till I • lff?' 4 a t f j io
Pt}O??+! 4fi?ttt 4?t1 ?} k
t irf{ 1It??°;};14
ttt r?1 !{ +4 f?
%f rid lik"t j1',rt' .'0fit;*4 1i '??i1 ?4
rl i?il?1t+ll+tt ?i bMit,° yl??4?ja°4fe ?}???
11?tiilt#1r11 }}} 1}1
f 4
" .1 do
the flow rate to 1 gpm it a release of 3
gallons per hour or greater is
detected.
. Installs directly into the top of the
manifold,
' ReoisterAd trademark of DuPont
?A HBO y 870Series
Retail Mechanical Pumps and Dispensers
Singles and Two-Hose Twins
1
J

8700D Series Retell Mechanical
Suction Pumps and Remote Dispensers
• Mechanical full computers with
power reset ... display up to
$99.99 per transaction on stand-
ard gallonage units; up to
$999.99 on all others.
Introducing the now High Capeo•
Ity Single Pump-gated up to 26
gpm-plus Standard Gallonage
and High Gallonage pumps and '
dispensers. _
11 - i1
of (Complete sslsotlon of
acesnorlea-fapor Recovery,
t jPWlserti;, Slowdown WWo%
and more...

Here's a new line of retail suction
pumps and remote dispensers, built
around a good solid idea that's not
new, that the 87000 Series pump or
dispenser you get should be yours-
with the delivery rate, features, and
options y au want.
We'll make it that way for you.
standard gallonage
remote dispensers-
both singles and twins-with delivery
rated up to 15 gpm, and with com-
puters that can handle transactions
up to $99.99.
For more output, move up to the
high gallonage pumps and dls•
pensers, also both singles and twins,
with delivery rated up to 22 gpm.
Their computers can handle transac-
tions up to $99999.
The next step up, with high but
manageable delivery, is the high ca-
pacity model-a single auction pump
only-with a delivery rate up to 26
gpm. It's also equipped with the com-
puter that can handle $999,99 trans-
actions.
Choose the pump or remote dis-
penser that's right for your needs.
For rhors Information see the
reverse side.
~ NO O
W
U Go
R
Z 41
U `? H
z
? ?rn 6
4.J
- Q Cv b H
?
O E N w
M a 4) N _ ?7
r n
o
o•, yv
>v

Y
1
V J H
° ,

???•yy o
v.jo
n
>
'Jr
lV T
ar

Tnw ?N

!

v I.
ti
e
pe N
W0
-TN / Z Z
N
lil
4/i• 7
{ ! (? IL
1a Y 3
UI
-, ?, a o Z
?i _ ? a Q 0
K sL
z
Q
X ?
Z
w
I pz
y I _ I e( rL)- p
LL Y iT)
IV
? z
Iwo
a
of
! ti
t I ?Q
> ILL OG
I w ,
f
? I !
a ,
! I
0
I ?
pU J
EI J ?
¢. J
Q
Z ? d
lfl c4
W W N 4
cd - -
\ j
?---- w
y i 'T•od 2
%L doo
!I ooh i
Q bat
-11 W
i'
n? i > Z \
W
' `mot ? W iD

n 1 ? ?R

M S
\2?

1
°
x a
0 Nz 4) U)
0 x .c o N Id
C7 0 .,1 u . -4 2- 44 -.
v?d ?X
001-1 m. •11 W W d
•5 H 4) j 9 $4
w Cdd R O 00 W

/1?
cm

Q
?
QQ?

-7 41 u .9 r.
N H•PO.1 O O N•H
b H O po?4 4) 41
+J O vlJ i •U) y
1-ki 7? U td 40' to N W ?
a

IA
01

X
to
U)
w
Q
LQ ? ,
'
O <
U) .. ,
i.
!1
N
to ..(( ??
G
q
¢ _1 Z

J :i
j

G¢ \
L)-j
c CL

?I?Ir.xaaratlnl?Oac'
cn z - _ ?. _....
0
Z jI
¦ Q? -?-
_ Z a
H¦ ZT c-
z ??-.--
_
¦ 77 i a cr
LL- -
¦
¦
out
¦
¦
_¦
¦
? r
L

'
v ?
t
oc.: i

S2
IL 9\r-
?Z
? ao
T N
Z4 O
n
acs
C
?N
L
LU
O
M
C
+ a
41
V)
U .14
N
00 fa w
C 01 VI
- 1 -
1 At
• • •r• _ ?r
too ro
to to
14. of
1 ... sa
S r.. M • I I
• I' i,l ICI
' N
CD 0
za
£ a.
w 7..v •i
Z
U
Q
w
2
H
Cn
x
LLJ
1
l }

V
Z
CCT ?
V
Z
1?`
b
tiA
oU ?-
v5 '? ?
a; N
?

P •
,.Z OI
L

- - ?J
ar ? v) i u
°a W
.,Cy •'ap,
A ? ?T1
y N
-41
t
X N N
U `0 4) •.
N C
.H I
"M ?,
0 w 9 Cdd
u A N N
N D N N
+'. 4
.ZN N3
ON 'NOIDN1W'7IM
N? ?e Z-4
?G.
?9a''?, $6ii4 $1QNV-Id GNV-1 - SMOAaAuns QNV'1
:X Ll dOSSV 33 33"1500 'H t2i3902i
,?2 I
A.(
%nas
T66T SZ 100 y109 = ..T 31V0S I i
VNI1021V0 HIHON - 00 N3AONVH MHN - H0V9H VNI1OUVO - dMl .LNIOd 1V21343d
'ONI 'VNI'10'dVO HL'dON d0 IMOGI VH VNUlaOO
a0d I !
x3Aa(1S OIHdV"d9ONOAH $ OIHdV21JOd0•L `
S o/
F.9 6.6
c 8,S /l MGR 9T 110N
`Y s•// ZOr Z ON
?.b lX0.1 +
F. `S 9 ! s'P S31V1 PSSV lVNB -IIVGNVY
F? ,? ? 8 S F.! I I w
a• 6 ? 6.s
ri 6.F I z
6
S 2 F o.? g
bti f.F F.F ri. S F < F./?
b.
I ss•o?a s. OT c.F o Y 2.91 i.o/ '•2?
9
I ? o{ \ ? ? ? F O F. I F S' g ?
h
31-
1 I i ill i ?) N?\ z
'zI 11 \
? Ac,
T661 8i AON.,? IN
\
Wd r"
II C ' ^'/ rn M l10' M/L'
I / 0 d' 'g?J(vllc`R7kj 3dv-?aNO'? `.-..?•--??_
? d o? /?? (CR-orv+ao rcrn 1vlarr-?J '-??r??
Al r 1 rJCS) ?tzL? Cl
r 'raw.,,'
1 _
1 ., SSW ,14.01 • - >R 3
?1?•1 ?'? / V3 '? r1?'g h111T! ?o Ba(`1a1O7 !'A fV SI JI2lvW TI•X?(v39 c
Vh 1I J?vM pro ,[t,9/d' 3 '1 N/h1/M ?n 9sb0' ALaq,-JoaQ S/iYL
"v--4V7 S,)ocvv=VH 0002- 7 /vyH-LJCM V77 5-=Q9 /JLwAvOW 511Y1 'E
(M 71n/,) a 3117 M M07 /+ZV? V- 2rV 57TYL?1Yr1?$ WV 'e
h 4w? 7a/r97 '7315 fv"w .971v SrotGVn?79 0?-YOC '9 /sV//-/ 77V'
: 531011

.°b?v

Cd Q? w co
m?'
LLJ' 2
¢ z

cl?l
.-? U

/ S

izi Of Of
O .ti M
9w .10
N
F I
- CJ
Zazo
?o
zx?z
mz 1 u zz
o Q o a
SCOW W41 0
-4 0 41 aoa
LO Zo" ? c?" c
u u
CO bQ -4
a a
aau
a 1 U
g - z
U O
[r O
z ~
'.r II
a -
?1 ~
Ct7
LN
O
W rn

CM
cvl?
cli
CD

rn.19 a t? I

n'? ?" (WY ?

till ?z

Q< U ? '
Q m Z L[? ?Y.;B..,r
CJJ OZ !-#

J I
a30. 1

i

'J

... 1 .7-7

14.
1
1 '
d
i
.1

,u-
1
1

}1
ql
UA
6
:T
°'G' 24 E i
5f.4
?•?
00 Tp?
O
0 0 ?s I P
?co
00 .0,
?°` n.c /
10/

Q?
Q
c
c
L

?

//fy Il:, I
3? I aoZ _ W
LU La °W
M?
12.
2; , I z ±
UV?
t-
t.Z
,?
1-44
%AX
• I
I ?.
72
7A
d Qb.
o
' oa
i
?w
b
7 • ? p. N