19900239 Ver 1_COMPLETE FILE_19900101

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments conceming an application for State Federal CAMA Permit(s) from:
1
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
s office has no objection to the issuance of the permit(s) for the proposed
project with the following conditions:.
i That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases.of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50.NTU's as a
result of the proposed activity-after a reasonable opportunity for dilu-
tion and mixture.
That turbidity levels in .shall not be increased
by more than 10 NTU's as a.result-of.the proposed. activity after a "r son
able opportunity for dilution and. mixture.
B. CERTIFICA ION STATUS:
Certification is not required
for this project.
Certification is required for
this project.- Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
The proposed project is certified
under General Certification
A) No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B) _ No. 1272 issued on November 10, E) No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construct ion.
areas. '. r' .

Q WATE R QUALITY SECTION
DIVISION OF ENVIRONME NTAL MANAGEMENT
To : ABi'11 _,M1 l 1:
. Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
PROJECT NAME: Shorepark Partnership Ltd.
COUNTY: New Hanover Project #: 9012-N
STREAM OR ADJACENT WATER BODY: Myrtle Grove Sound
CLASS: SA ORW
OPEN OR CLOSED: Closed
STORMWATER PLAN REQ'D: No
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to repair an existing
bulkhead and maintenance excavate an existing basin and entrance
channel.
REVIEWER: Gregson_ JOINT NOTICE: No
q4
DATE APP. RECD: 90/12/11 RECD ATION:
Z
RETURNED: (ISSUE/ ENY/OTHER)
RESUBMITTED: `? '•"•
INITIAL REPORT
FINAL REPORT: 90/12/21
WATER QUALITY CERT. (401)
CERT. REQ'D: No
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
(EXISTING, PROPOSED,
TO BE PERMITTED BY: N/A

SEPTIC TANK ETC.)
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL: WATER: N/A
WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
MARINA
...ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A
MARINA SERVICES: N/A
OXYGEN IN BASIN: N/A
CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
i .. a
9012-N. DEC
Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project
be done in such a manner so as to not cause turbidity outside the
immediate construction area to exceed 25 NTU.
JHG:9012-N.DEC
cc: Central Files
Wilmington Regional Office Files
DCM-Stroud
Jim Gregson
.,
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name Shore Park Partnership Ltd. (The Tides Subdivision)
[Connaway Marine Construction, Agentsl
2. Location of project site Myrtle Grove Sound - AIWW south of Everetts Creek -
New Hanover County - 84 Photo 17-215; Grid H-10 89 Photo 4178 Grid D-8
3. Investigation type: Dredge & Fill X CAMA X
4. Investigative procedure: (A) Dates of site visit 11-26-90
(B) Was applicant present es
5. Processing procedure: Application received 12-5-90 Office WiRO
6. Site description: (A). Local Land Use Plan New Hanover
Land Classification frm IUP Conservation
Developarnt constraints identified in IUP None for
project of this nature
(B) AEC(s) involved: Ocean Hazard Estuarine Shoreline _X
Coastal Wetlands X Public Trust Waters )C-
Estuarine Waters X Other
(C) Water dependent: Yes X No Other
(D) Intended use: Public Private X Ocmmercial X
(E) Type of waste water treatment: Existing Septic tank
Planned N/A
(F) Type of structures: Existing Bulkhead, docks - subdivision (67 lots)
Planned bulkhead and dock re it
(G) Estimated annual rate of erosion --WSource -
7. Habitat description: AREA
Dredged Filled Other
.(A) Vegetated wetlands:
(B) Non-vegetated wetlands: (2.6 acres)
open water apex 114,800s.f.
(C) Other:
(D) Total Area Disturbed:
(2.6 acres)
apex 114,800 s.f.
8. Project S'cumary The applicants are requesting to repair the existing bulkhead
around the Perimeter of the basin.
Shore Park Partnership Ltd.
Page two
9. PROJECT DESCRIPTION
The project consists of an existing boat basin and subdivision.
The project was permitted under State permits 120-79 and 277-84.
There is an existing basin measuring approximately 215' x 250' x
-5' mlw and this feature is connected to the AIWW by an access
channel approximately 1,350' long x 50' wide x -5' mlw. The
basin was bulkheaded at the time of construction. Unfortunately
the material used from the construction was improperly treated
and the bulkhead has failed at the water line over the entire
length of the structure. Some minor shoaling has occurred
within the basin from the fill material landward of the bulkhead.
There is also some shoaling within the access channel.
The adjacent waters are classified as SA closed and the area is a
designated primary nursery area and the area is also an
designated ORW. The applicants agent proposes to remove all of
the existing failed bulkhead and will replace it with new
material. The work will be accomplished in segments as shown on
drawings 3 of 8 through 6 of 8. In all cases the existing fill
material will be removed and stock piled landward of the existing
wall. It will be necessary to excavate from below the mlw
contour in order to make room for the new installation. Silt
fencing will be used where necessary in order to prevent entry of
stock-piled material into the adjacent marsh on waters where
there is existing walkway around the basin it will be removed in
sections and will be reattached to new bulkhead.
In that area where the free standing wall was installed (sheet 6
of 8) no excavation will occur. The existing deadmen system will
be utilized. The contractor will cut the existing rods and weld
new ones to them. In addition to the bulkhead maintenance the
applicant is also requesting maintenance excavation of the basin
and channel as part of the renewal procedure for this proposal.
The material will be removed by means of a barge mounted
excavation and will be stored on a second barge until off-loaded
at the edge of the basin from where it will be trucked to a high
ground disposal area. The cubic yardage has not been calculated
due to the future timing of this activity.
10. ANTICIPATED IMPACTS
The bulkhead will fail in a very short time without repairs. The
contractor has outlined adequate plans to minimize the impacts of
the procedure. As for the basin/access channel maintenance the
proposed method of excavation has proved very successful on
several recent projects. The final high ground disposal site
must be approved prior to any work.
Submitted by: C. Rrabert Stroud, Jr. Date: December 7, 1990 Office: Wilmington
Please type or print. Carefully describe all anticipated
development activities, including construction, excava
tion, filing, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project- write N/A (not applicable). Items 1-4 and 8-9
Ynust be completed for all projects.
1 APPLICANT
a. Name
Adc?'ress 6s ?
Cite 'P State
Zip 7 b ?FC) Day phone
Landowner or i.-? Authorized agent
b:' Pnject name (if any)
c. If to applicant is not the landowner, also give the
o,wner's nFe anaddress.
J-0 ?cr r-9
zF ?cz
2 LOCATION OF PROPOSED
PROJECT
-a., ` St_et address or secondary roaq number
b. Cri , town, community, or landmark
c. ' Cc;_nty M,, ?'.?a?s?
d. Is proposed work within city limits or planning
jursdiction? A10
e.. N2--ne of body of water nearest project
To AJWW (Mv-alt 6,rwi sNe?i
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity m
existing project, new wo
J A,..e
c. Will the project be for commurin?q( ;pr6at(JW
commercial use?
CoMr??,i/Y OFFICE OF COASTAL MANAGEMENT
ILMINGTON REGIONAL OFFICE
d. Describe ? the planned use oT die" projeet. `
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3/ S
b. Size of individual lot(s) r?i:?.%?ru•? ioaay ,?,
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
Cats Z r -,30
d. Soil type(s) and texture(s) of tract 1
LA - Caojyq'id %4,+d l t - C 0"•1 s/4 )r
e. Vegetation on tract tm r,c
f. Man=made features now on tract sal/ F r?M rs?.
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
y/ Rural Other
h. How is the tract zoned by local government?
i. How are adjacent waters ?Iassified?
a. Dc_cribe all development activities you propose (for j
exLrnple, building •a home, motel, marina, bulkhead,
or pier). ,o-cl,r A ' 14; 11n/
r
v
Has a professional archaeologt survey been
carried out for the tract? If so, by whom?
f
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources?
f: Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
h. ' If applicable; has a stormwater management plan
been submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
m. Water supply source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach vide new access.
;a* ANNE
1990
o. If the projQR1QFd}ftD@ARWt*A%A V Mpprill be-the
elevation ab0,M%WtS89MLofiMM irst habitable
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth

rss' a??' s:?,?-w
1 fir' n/A I-//
l
-7 20 ' y G ?
n? N1 u?
b. Amount of material to be excavated from below
water level in cubic yards 9,4
c. Type of material sA-?rh (1/A.j F,V/
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
G^.roo to' Z-.2-S-0 Zi $Jr-A
1)
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels
c. Density (Give the number of residential units and the
units per acre.)
d. Size of area to be graded or disturbed
"e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources?
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
m. Water supply source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach vide new access.
%ML
1990
o. If the prop-Htla&t&@ l6t, oAr,,B}@pprill be.the
elevation abW4ffi14?' 8iG941o(FF iUfirst habitable
floor?
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL)
_ h. If applicable; has a stormwater management plan
been submitted to the Division of Environmental
Management?
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
j.. Have these facilities received state or local approval?
k. Describe existing treatment facilities.
1. 'Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
1rb S-o S ihLW

7$'s' 20' y 6.
A/
b. Amount of material to be excavated from below
water level in cubic yards °-, c?,re 3,3 sO i VIA
c. Type of material sA e1tA,j i'.%/
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
e. High ground excavation, in cubic yards
&!,,ron.o' ?.25v
1)

f. Dimensions of spoil disposal area c
/UOX/UO '
g. Location of spoil disposal area p 04-,;. =_ /off
h. Do you claim title to the disposal area? ?lf s
If not, attach a letter granting permission from the
owner.
d

Shoreline erc ion during preceding 12 months, in
feet-
Type
Type of bulkhead material CCA T'V soK??«N ?fll<?
e. Amount of fill, in cubic yards, to be placed below
mean high watery ri yrr?l
f. Type of fill material
i. Will a disposal area be available for futu .> tti
maintenance? A/0 `
If so, where? p DITIONAL INFORMATION
LOEC 5 1990
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas? OFFICE OF COASTAL MA%G} [MfAlmust be submitted:
ND t?'1641lMT9N Rl 6!t1t?AL FIL'!
k. Will the fill material be placed below mean high
water? uv
1. Amount of fill in cubic yards N?
m. Type of fill material
n. Source of fill material i r P,?J5
o. Will fill material be placed on marsh or other
wetlands? .100
A copy ofJhe deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
1 Commission Rule 71.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled?
kJ" F" 11 >r . ??f- ?r nic r
i
?se?? o. y?,6 e-,r, e-,r r r
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
d(edge)? k ???1r? ti ?, I % s=* d
s: ' Will wetlands be crossed in transporting equipment
to project site? k/pIf yes, explain steps that will
betaken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap X60''
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if 16 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the ad-
jacent waterfront (riparian) landowners. These in-
dividuals have 30 days in which to submit comments on
the proposed project to the Division of Coastal Manage-
ment and should be advised by the applicant of that op-
portunity.
b. Average distance waterward of mean high water or
normal water level

Name F ICv h Ig ?c?r
Address PIT- S oX =-'
C f `I r? ' , ? 1 n.U N C. 2, 9,/
Name
Address
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
?v vc?? ?iE,J Any permit issued in response to this application will
_S_ Iz o /Aro I i'AAA RC l, allow only the development described in the application.
Al r f; y 03 _ The project will be subject to conditions and restrictions
contained in the permit.
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $100 made payable to the Department of
Natural Resources and Community Development to
cover the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the 1L day of ??ovrrr ??? , 19 70
Landownef/or Authorized agent//
'F 3 .}
1990
OFFICE Or COASTAL. MANAGCMCNI
WILMINGTOP! REGIONAL OFFICE
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FICE OF COAS AL MA IAGEPAU
Wllh9ii?uipr? fO;vA! OFFICC
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J' y DOCKING PLAN
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Final number of boat slips in mortna subject to CAMA and Corps of Engineers opproval
sqeec )? or- F>

ltie clues
;sec t,iot: i ue L'sil
nevr uUuiuieuu al:u exue;vd moil
Y.eet of B 1/?"= lO'
stockpile of excavated earth
behind bull: head to remove -
ar_d install tie back s;*steins
282' existinL ,;all
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silt fence to control =-•<i ii
erosion on .^aarsri p
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UEC 5 1990
OFFICE OF COASTAL MANAGEMENT
WIANGTON REGIONAL OFFICE
.. y _ e .ove.: <._..A remit <:c..e
loath.- doc'? >ste^'s remain as is
cx_et .r. ')ul'._],.ead to be reroved
rudline. T,el:dc'-s and deaO.7.er. to '1-e
removed. Old material to be dit--o ed
at duin.
proposed new ,,all to be placed -L
same aliErLment as existing; butt ead
excavation of existing earth to be
removed behind bull?dead and stoc'.-
pi.led with proper slope to alloy,
for i nS tallation of re;: z°,all.
The Tides
Section 2 detail
;ve•,v bu'll-heac? repair
By Shore i ar1: rr.terprises
Sheet A of $
1/4= 10'
, 9?1
DEC 5 1990
OFFICE OF COASTAL MIANAGEMEN)
WILMI;NG i "N' RE0, 10NAL OFFICE
re--uval- of "u7-'_' ca'.
?et?. r,ed in ; arl_irz area.
Dirt to be rmove:? and. stoc'.T;lcc = nar.':in,7 area.
rrad'_nZ- ,rill allo•a i.nstallat"or. of nm bulkLcau:, hac;-fill
and reilla.cememt o`' ,-all7-.,m Sl e rl rd rr 7.
and _
ce._ a rd _ o.

• m, a
"CCticr. j c et£ it
e..- bull-l--cad r,arira rc~ .r
r "horc. ^arl_ r.tcry r : es
Sleet g of 8
1/4= 10'
Parkin;; ? .
J
/ Ji_C 5 1990
/ 0- F ICE OF COASTAL MANAGEMENT
bVILMiiiGTON REGIONAL OFFICE
r
al's;,a? s ill I.-)e re^otied e..n =,ace! lr
sect= and -toc'-y ' led ._n ar._ y area
i until reir:stalled.
Note: Existing bulk-read
to be removed Belo.-, the
mud line. ?`e-? v: ill
be placed in same aliCn-
Mert as exi stint; wall.
1.11 material bel:_nd existing ;all w4l]. he
removed and stol:-iled behind : arti.inE- area
until needed for fill behind ner: call.

r. ,
Stoc iq-ile of eVisti rig,
dirt. To be -laced behind
new :era i- .
?- ? IL IL
silt fence to Protect marsh from runoff
r
T?;e -4-des
Section. 4 ? eta.`L1
;'e;^ hula-head riarl.na rerrir
' ,y 'bore rare: '_:ntcrpri. se_-
Sheet of ?$
1/4= la'
'rote: 1'o excavation ir. this area is
necessar- for bulkhead rcy.lace.-.en_t.
1990
OFFICE OF COASTAL MPME y EN)
WILMINVON REGIONAL WICt
Existin_; ,;all to he re;..oved belo;: .:u,?
line and rei laced in the same
bull: head alignment .

Fr ?
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tf v v
w v W `° ? V

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Y/
T{y V _ nJ V.1. '... IC.. c:_? [:r u ?.eadr:en"re a?C.:.?
v in ;,lace. tic roes „ill be .;elf.ed
_ to exi stinE rods to avoid i^:pact on
.arsh area.

-- 4 ? '',•
103= ELEVATION,: AT BULKHEAD -
:.MIN r
BAGKFILL%a GoMPACT. -
X 10 CAp ANCHOR' BEFORE BACKP L
AGAINST WALL -..,
Vl 0 H.D. GALV. TIE ROD
P
avP LL+W (TYPED)
TOP EL.+4.0 (TYPE A)
4'- on
bFFICE O?nTO? SIAc a w©F cEa1
l 1 I (I M
IN18H GRADE AT
TOE EL: 5.0
G" r?4' c Iq-p".. 5b" O.C r
)O - >?
104.' PLAN- SP LICE 'AT TOP Pill
.r*Y h •'•?4.Z• Ya ?a. ''.?} ??l '• :ci"?.i 1=12 .
Tip.
R 1 ?`_. , ~ •-8 WASN?R8r0 BOLT .
LING
' ..... EL.•1.0MSL.
?'. • s - ? 1
r- ?,Cv ANCHOR '
f_ ?I X?y'Q'.X
6X6 ROUGH DIM'N WALER ,: .: •..;: ;.• ELr3.0#I.S.L.
-4i4 E#c.:..,: .'
W/_ 5/8'0 BOLT 8 WAS!iFA ' . : CAST - ?
IN
!?1 or ,
G 1 '
3
CONTIN. LAYER OF FILTER
FABRIC FROM TOP Tp d TOM '
OF SHEET PILI
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FABRIC FROM TOP TO D TTOM
OF SHEET I IMN MUM BE_LIO* PILING GRR DE.
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r
MAk ALLOWABLE 2`x 8' X 14' SHEET.*IG V-JOINT
SLOPE OR T86 INSTALLEQ,TIGHTLY
MAINTAIN TOE ELEVATION ADID SECOND LAYER ACROSS
CE'rPtg 0 E MLW- E JOINTS WHERE TIGHT FIT IS
OUESTIONABLE.
exa SQ. ROUGH DIMEM. CLASS B SYPINE
Or. X 16'" 00
104• BULKHEAD SECTION TYPE
NO SCALE
a> x.990
OFFICE OF COASTAL MANAGEMEN7
WILMINGTON REGIONAL OFFICE
\
coQTIZ,ocTORS 0MON
C,xG WALEMS MAY BE 101
A (TYPE 8 )
OP #1
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ocoo
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