19920478 Ver 1_COMPLETE FILE_19920722

DIVISION F ENVIRONMENTAL MANAGOEMI?N'1 WA'1'I7it (111A1.11'Y t IELD-I.AII DORM (I)Mt)
yy
COUNTY PRIORITY ;'
RIVER BASIN I .k! A
IRO WSR IS
REPORT TO: ARO FRO MRO RRO aRO AMBIENT q ? STREAM ? EFFLUENT
AT BM
?COMPLIANCE CIIAIN E] LAKE ? INFLUENT
Ot
Other r
_ OF CUSTODY
Shipped by: Bus Courier, Staff, the ?EMERGENCY ESTUARY
COLLECTOR(S): J ?%lP AIL
Estimated ROD Range: 0-5/5' 5/25-65/40-130 or 100 plus STATION LOCATION: (^5 hr7 ??° t-A
• `-?? "Y"
Seed: Yes ? No? Chlorinated: Yes ? No ? REMARI{S:_ ?( _ 1
Station l? Date B¢gln (yy/mm/rid) 711 a Begin Unte End T i I I I e End Depth UM 1) UISM Value Type
tl ?? I? I r?.Lt 7 A If
1 GODS 310 mg/I
2 COD illgh 340 mg/t
3 COD Low 335 IngA
4 Coliform: MF Fecal 31616 /100m1
5 Colliorul: MF Tolal 31504 /1001111
6 Cotlionll: Tube Fecal 31615 /1001111
Coll/orm: Fecal Strep 31673 /100m1
8 Residue: Total 500 Ing/I
9 Volatile 505 mg/I
10 Fixed 510 mg/I
11 Residue: Suspended 530 Ing/I
12 Volatile 535 mg/I
13 Fixed 540 Ing/I
14 pil 403 units
15 Acidity to pit 4.5 436 Ing/I
16 Acidity to pit 8.3 435 mg/i
17 Alkalinity to pit 8.3 415 mg/I
18 Alkalinity to pli 4.5 410 1lrg/I
19 TOC 680 mg/1
20 Turbidity 76 NTU
Chloride 940 Ing/I
Chl a- Trl 32217 ug/I
Chl a: Corr 32209 ug/I
Pheophytin a 32213 ug/I
Color: True 80 Pt-Co
Color:(pll ) 83 ADMI
Color: pli 7.6 82 ADM[
Cyanide 720 mg/I
Fluoride 951 mg/I
Formaldehyde 71880 mg/1
Grease and Oils 556 mg/I
Ilardness Total goo mg/I

_ Specific Cond. 95 2
uMlros/cm
MRAS 38260 Ing/1
Phenols 32730 ug/1
Sulfate 945 1ng/1
Sulfide 745 mg/1

For Lnb Use ONLY
?, 1 ll
Lab Number: 1Lt YJ- I_ l? _-.-.--. ---
Date llecelved?? I{ / t'luti `7-" -
Rec'd I- From: Bus-Cour Erliand Ue\
DATA ENTRY BY: CK: _-
DATE REPORTED: --
Composite Sample type
L T S B I C G GNXX
N113 as N 610 Ing/1
TKN as N 625 mg/I
N02 plus N03 as N 630 Ing/1
P: Total as P 665 Ing/I
P04 as P 70507 mgA
P: Dissolved as 1' 666 log/I

Cd-Cadmium 1027 ug/1
Cr-Chromlum:ToU11034 ugA
Cu-Copper 1042 ug/I
i-Nickel 1067 ug/I
v Pb-Lead 1051 ug/I
Zn-Zinc 1092 ug/I

Ag live r 1077 ug/I
AI-Aluminum 1105 ug/l
Be-Beryllium 1012 ug/1
a-Calclum 916 mg/1

47 o-Cobalt 1037 ug/I
Fe-Iron 1045 ug/1
LI-Llthlum 1132----- --ug/1
Mg-Magnesium 927 - - mg/I
1itn-Manganese 1055 ug/l
Na-Sodium 929 mg/l
a/ 'Arsenica'otal 1002 -- - ug/I
Se-Selenium 1147 ug/1
./ 119-Metcury 71900 ug/I
Organochlorine PestlcWes
Olgam)IIi1/Mlllprn5 Pesticides

Acid I Ierbicides

[lase/ Neutral Extractable Organics
Acid Extractable Organics

Purgeabie Organics (VOA bottle reg'd)

I'byloplmrktou -- - --------------?
Sampling Point % Conductance at 25 C Water Temperature (LI D.O. mg/I pf f Alkalinity Acidity Air Temperature (C)
11118.3 11114.5 p11 4.5 pli 8.3
2 94 10 300 0 400 • 82244 431 82243 82242 20
Salinity % Precipitlon (in/day) Cloud Cover % Wind Direction (Deg) Stream Flow Severity Turbidity Severity Wind Velocity MAI can Stream Depth ft. Stream Wkith ft.
480 45 32 36 1351 1350
35 64
4
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DIVISION F ENVIRONMENTAL MANA(:f{MICNf WATER t11IA1.I'I'Y 1'llil;li I.AII 1°c)t{M (UMI) /--
COUNTY , •1 / ' ,
1'It-O?ti'1 Y i? `'• ' " SAMPLE TYPE
_ --? --
RIVER BASIN -?? - -' ??-
REPORT TO: All FRO MI{O ItItO t WIItU WSItO 'I.S ?AMRIENT ? QA El
STREAM El EI'FLUENT
AT BM
Other ?COMPLIANCE 111J CIIAIN ? LAKE ? INI LUIiN'1'
Orr l.nb Ilan ONI.V
Lab Number. I(?+_?f_.
Date Received: 1?1?_I'Ime? J?v
Recd by:?1?._-?__Prom: Bus Courier=llan? Ue
UA'1'A EN'1'ILV BY: ----LI{. -----E
DATE REPORTED:
Sampling Point % Conductance at 25 C Water 'temperature- (( D.O. nrg/1 Idl -- Alkalinity
pi18.3 pi14.5 Acidity -
p114.5 pit 8.3 Ali Iem1wrature (C) -
2 94
Salinity % 10
Precipition On/da
) 300 )e
d C
Cl
% 400 a 82244 431 82243 82242 _ 20
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over Wind Direction (Deg) Stream Flow Severity Turbidity Severity Wind Velocity MAI Stream Depth It.
enn Stream Width it.
480 45 32 36 1351 1350 35 [
4 4
DMI/Revlsed 10/86
OF CUSTODY
y r11 EMERGENCY ESTUARY
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DIVISION F ENVIHOIJMI:NTA1. MANAG1:M1:NT WATER QUALITY FIELD-LAB FORM (I)M1) :.)I Lab Ilea ONLY
Ill/ 21W

000NTY
PRIORITY Y L ` ?. 4 % I h )
SAMPLE TYPE --
Date Received: E11 //11 1'Imc r' ?l/ -
RIVER BASIN -
REPORT TO: ARO FRO MRO RrtO eRO RO WSItO '1'S

?

AMBIENT ? QA

? STREAM

E] EFFLUENT ? -?

Recd by __?_From_ Rus_Coutl¢erlland Del)
AT BM ? LAKE
D ? INFLUENT' DATA ENTRY BY: CK:
COMPLIANCE CIIAIN .
Other ' L
n OF CUSTODY
EMERGENCY
ESTUARY
DATE REPOWIED:
i
IC
Shipped by: flu Stn 1, Ot?B _
Sampling Point % Conductance at 25 C Water Tempera lure D.O. mgA pit i Alkalinity
pli 8.3 pi14.5 Acidity
pil 4.5 pll 8.3 Air Teutpetature ((:)
2 94 10 300 ?• 400 • 82244 431 82243 82242 20
Salinity % Precipition On,/day) Cloud Cover % Wind Direction (Deg) Stream now Severity Turbidity Severity Wind Velocity MAI can Stream ik:ptrl It.
1 Stream Width it.
480 45 32 36 1351 1350 64
35 4
DM1/Rovhod 1
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DIVISION F I NVIRONNIFN'I'A1. MANAGI?MI'N'I WATER QIIAI.ITY 1'IFAA)-I.AII FORM (DMI) -
COUNTY
PRIORITY
RIVER BASIN cl-
091
REPORT TO: ARO FRO Mitt, RRO aR IItO WSI[U "I'S ?AMISIEN"I' AT BM 1y'
Other ?COMPLIANCE1}??N
OP CUSTODY
Shipped by; Bun Stall, UIII , L` 7- ? EMERGENCY
COLLECTOR(S): P.p ? (
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus STATION LO 'ATION_? ?J
Seed: Yee CJ No L1 Chlorlnnted: Yes ? No U REMARKS:- -- - -
Station I611tee) 0 ye/7?In (yyy/mm//dd/ Tlme ?B?eggin ? D7gjt7End /
1 BOU5 310 tng/1
2 COD lilgh 340 mg/1
3 CUU Low 335 mg/I
4 Colllorm: MF Fecal 31616 /100m1
5 Colllorm: MF 7oin1 31 504 /1(1(31111
G Colllorm: Tube Fecal 31615 /IOOmI
7 Colllorm: Fecal Strep 31673 /100nI1
8 Residue: Total 500 mg/I
9 Volatile 505 mg/_i
10 Fixed 510 In
11 Residue: Suspended 530 mg/I
12 Volatile 535 mg/I
13 Fixed 540 mg/1
14 pH 403 units
15 Acidity to pH 4.5 436 mg/I
16 Acidity to pH 8.3 435 mg/I
17 Alkalinity to pit 8.3 415 mg/1
18 Alkalinity to fill 4.5 410 mg/I
19 TOC 680 Ing/I
20 Turbidity 76 N'1 'U
Chloride 940
Chl n: TO 32217
Z50 a: Corr 32209
Pheophytln a 32213
Color: "true All
Color:(I)11 ) 83
Color: pit 7.6 82
Cyanide 720
Fluoride 951
Formaldehyde 71880
Grease and Oils 556
Hardness Tota1900
Specific Cond. 95
SAMPLE TYPE
`, f
l„1,STREAi4
t,
LAKE
ESTUARY
(t)
?
EFFLUENT
?
INFLUENT'
Fur Lab Ilse ONLY
Lab Number, I Lk I i(
Date llecelved I ?, Ic TlmeS
Recd by_? ?l From: Bus-CourleE-Ilnnd Uel
DATA EN'1 R-Y BY: CI(:
DATE REPOIITED: - - --------

Time End Depth DM DB DBM Vnlue Type
'
---
- -
Composite Samplo '1 yp•
/I . I A i' A If L
I 1
5 13 I C G
mg/I
ug/1
ug/I
ug/I
Pt-Co
ADMI
ADMI
nlg/I
mg/I
mg/1
mg/1
mg/1
nrg/1
Phenols 32730 ug/1
Sulfate 945 man
NI-13 as N 610 mg/1
TKN as N 625 mg/I
N02 plus N03 as N 6130 -----nlg/I
P: Total as P 665 mg/I
-
1'04 as 1' 70507
----'- u,g/I -
P: Dissolved as r 666 nlg/I

Cd-Cadmium 1027 ug/1
Cr-Chromlum.Total1034 ugA
Cu-Copper 1042 ug/1
NI-Nickel 1067 ug/1
b-Lead 1051 ug/1
ZtrZInc 1092 ug/I

Ag liver 1077 ug/I
AI-Aluminum 1105 ug/1
e-Beryllium 1012 ug/I
Ca-Calclum 916 Ill"A
C -Cobalt 1037 ug/1
•e-Iron 1045 ug/I
Sampling Point X Conductance at 25 C Water Tenlpemture ((- D.O. nrg/I 141 `Alkalinity Acldltv
1418.3 1)[14.5 pit 4.5 p11 8.3
2 94 10 300 I• 400 1. 82244 431 82243 82242
Salinity % Precipltion (In/day) Cloud Cover % Wind Direction (I)eg) Stream now Severity Turbidity Severity Wind Velocity M/11 can Sit
480 45 32 36 1351 1350 35 G4
4
L3-Lithiurn 1132
Mg-Magties lunl927-- --
-- Mn-Manganese 1055-----
-- Na-Sodlwn 929
Arsenl,%l olal 1002
Se-Selenlum 1147----_.--
_jz
fig-Mercury 71900
Organochlollne Peslicides
(:NXX
ug/I
Ing/
mg/.
ug/I
-- ua/I
Organol,lutgix,nls I'eslk"idcd
Acid Ilerbicides
Base/ Neutral Extractable Organics
acid Extractable Organ cs
Purgeable Organics (VOA bottle reg'd)
Phytoplankton -
---- ---_I Air temperature (C)
120
ealn Depth 1l. Stream Width it.
10/86
11-p olmi'l
°a8u"ll augoseO X-1 141/1 ld l
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A
1
Permit Class
NEW `
STATE
Department of Env
V' W r
X Major Developmei
pursuant to NCGS
- Excavation and/or
Issued to Marl en C. Robb & Son Boatyard
QE,NORTH: CAROLINA
ronmen ,Of'iealth' &. Natural Resources
1 Resources Cotfim scion
r I t?-_ P
Permit Number
'7n nn
tin-an' ?ofIiMhbr mental Concern
ME.ng drsuant to NCGS 113-229
and Marina, 316 E.Front_Street, Belhaven, NC
authorizing development;n Beaufort rnunty at Pantego Creek, in Belhaven
ested e tt 's p dated-5/15/92 it
attached work plan drawings, 2, sheets qgL of t4'aa gte 3 /?Lp, respectively.
0
This permit, issued on August 11, 1992_____, is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be
subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Bulkhead Construction And Backfillin
1) Bulkheads will be repaired/ replaced in strict accordance with permit
plans. To prevent an unintentional violation of this authorization,
representatives of the N. C. Division of Coastal Management and the Corps
of Engineers will be available to stake bulkhead alignments prior to
construction.
2) The bulkhead will not extend waterward more than 2 feet from the normal
water level at any point along its alignment at the time of construction,
with the exception of the eroded areas at the southern end at the dolphin
clusters.
3) The bulkhead must be constructed prior to any backfilling activities.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on-site to Department
persomiel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31, 1995
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DEHNR and the
Chairman of the Coastal Resources Commission.
oger hecter, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pernittee

Marlen C. Robb Boatyard and Marina Permit 479-92
Page 2 of 3
ADDITIONAL CONDITIONS
4) The bulkhead must be structurally tight so as to prevent seepage of
backfill materials through the structure.
5) The bulkhead must be solid and constructed of treated wood, concrete
slabs, metal sheet piles or other suitable materials approved by
department personnel. No excavation is permitted, except for that which
may be required for the construction of the bulkhead wall, riprap,
deadmen cables, etc. This permit does not authorize any excavation
waterward of the approved alignment.
6) The fill material will be clean and free of any pollutants, except in
trace quantities. Metal products, organic materials, or unsightly debris
will not be used.
7) All backfill material will be obtained from a highground source and
confined behind the permitted bulkhead.
8) All fill material to be placed below normal water level will be confined
behind the permitted bulkhead.
9) No vegetated wetlands will be excavated or filled.
Erosion Control
10) A ground cover sufficient to restrain erosion shall be provided within 30
working days of completion of any phase of grading on cut or filled
slopes.
11) Appropriate erosion and sedimentation control devices, measures, or
structures shall be used to prevent sediment from entering the adjacent
wetlands/watercourses/property (e.g., silt fence, diversion swales/berms,
sand fence, etc.).
Operational
12) Maintenance excavation or deepening of the facility harbor, or docking
area by any method is not authorized. Such activity would require a
modification of this permit or a new permit.
13) The permittee shall exercise all available precautions in the day-to-day
operation of the facility to prevent residue from hull cleaning and
painting and/or other facility waste from entering the adjacent waters.
Such discharge, either directly or indirectly, to adjacent waters could
contravene state water quality standards, thereby violating state law.
NOTE: It has been determined that the stormwater detention pond shown on
the work plan drawing is not required by law. However, it is
recommended that grading and site preparation be completed and
maintained in such a manner that any site run-off is through grassed
swales and/or other filtration areas.
,y Marlen C. Robb & Son Boatyard and Marina Permit #79-92
Page 3 of 3
ADDITIONAL CONDITIONS
14) There will be installed and operational at the marina not later than
December 31, 1992 a sewage pumpout facility to service boats with holding
tanks. Such facility and service must be provided for the life of the
project.
15) The marina will display a sign showing the location of the on-site
pumpout facility, and other appropriate waste disposal information, at
the entrance and exit from the main pier.
16) The permittee will post and enforce a "no sewage discharge" policy. No
sewage, whether treated or untreated, shall be discharged at any time
from boats using the marina. Any sewage discharge at the marina shall be
considered a violation of this permit for which the permittee is
responsible. This prohibition shall be applied and enforced throughout
the entire existence of the permitted structure.
17) This permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set
forth in the permit application. No other structures, whether floating
or stationary, may become a permanent part of this marina without permit
modification. No non-water dependent uses of structures may be conducted
on, in, or over public trust waters without permit modification.
18) The permit will maintain the authorized work in good condition. and in
conformance with the terms and conditions of this permit. The permittee
is not relieved of this requirement if he abandons the permitted activity
without having.the permit transferred to a third party.
19) No attempt will be made by the permittee to prevent the full and free use
by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
20) The permittee must install and maintain. at his expense, any signal
lights and signals prescribed by the U. S. Coast Guard, through
regulations or otherwise, on authorized facilities.
NOTE: The Division of Environmental Management authorized this permit
under Water Quality Certification No. 2755 issued on July 27, 1992.
This Certification includes important environmental safeguards that
must be adhered to in order to preclude facility violation of state
law.
To." a onn Lorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
WaRO PROJECT # 4•Z • ?"
REVIEWER: SAWYER
WQ SUPERVISOR: THORPE
DATE: 4M-67-42)1?
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT NO.: COUNTY:
PROJECT NAME :,c124, rhsraX, e-.
PROJECT TYPE: PERMIT TYPE:(2;? COE
COE #: DOT#:
RCD FROM CDA: ® DATE FROM CDA: 9oZ CG 01
REG OFFICE: WaRO RIVER AND SUB BASIN#: 07
*STREAM OR ADJACENT WATER BODY: tom' 0--?
CLASS : S C, STREAM INDEX #: *OPEN OR CLOSED:
WL IMPACT : - 0 - WL TYPE : rfit'
WL REQUESTED: - d - WL ACR EST: /V14-
HYDRO CHECT?: N k WL SCORE: IV it-
MITIGATION: N A- MITIGATION TYPE: Al
MITIGATION SI2E: RAT T ATTACHED?: N
RECOMMENDATION: ISSUE ?) UE/COND DENY
STORMWATER PLAN REQ'D: Y44--
IF YES; DATE APPROVED: 9a •o - A p ?yr•rt?,s?rw.
WATER QUALITY CERT. 401
CERT. REQ'D: . n
kh
IF YES, TYPE: 3.-j
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: C','4 Ae*
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: >.717o4`fjf- WETLAND: -0?
IS FILL ELIMINATING A SIGNIFICANT USE?^10
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? /JA-
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? NI*-
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED? N*-
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
t
Page Two
y• ? ? O? • OT ?'• V
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
.a. - eoi-
kA4AA
a 4 •
cc: Central Files
Washington Regional Office Files
DCM-John Parker
Elizabeth City
Morehead City
Washington
COE:Washington Field Office
?aAAr[o
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
July 27, 1992
Mr. Marlen Robb
Marlen Robb and Son Boat Yard
316 E. Front Street
Selhavoh, N.C. 27810
Dear Mr. Robb:
A. Preston Howard, Jr., P.E.
Acting Director
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bulkhead replacement, piers and travel lift
Project #92141, COE # 199202352
Beaufort County
Attached hereto is a copy of Certification No. 2755 issued
to Marlen Robb and Son Boat Yard dated July 27, 1992.
If we can be of further assistance, do not hesitate to
contact us.
Sincerely,
. Preston Howard, Jr. P.E.
c ing Director
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office
Mr. John Dorney
Mr. John Parker
Central Files
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
W. f , ,,
NORTH CAROLINA
Beaufort County
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to Marlen Robb and Son Boat Yard pursuant to an application filed
on the 10th day of June, 1992 to replace a bulkhead, install a
travel lift area and conduct related activities at their site on
Pantego Creek, Beaufort County.
The Application provides adequate assurance that the
discharge of fill material into the waters of Pantego Creek
in conjunction with the proposed bulkhead ans site improvements
in Beaufort County will not result in a violation of applicable
Water Quality Standards and discharge guidelines. Therefore, the
State of North Carolina certifies that this activity will not
violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL
95-217 if conducted in accordance with the application and
conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less are not
considered significant).
2. The applicant is performing a soil remediation
effort for a petroleum spill under a notice of
violation. The CAMA permit should reinforce the
requirement for cleanup of this spill.
3. Any sanding, blasting or cleaning of boat hulls
must be preformed in such a manner that residue
does not enter waters of the state. Residue must
be disposed of properly after collection.
4. All engine work must be performed either within the
vessel or inside a sheltered area to prevent oil
products from contaminating waters of the state.
5. CAMA should not issue a General Permit for this
project for any maintenance dredging activities
unless DEM gives written concurrence that water
quality standards will not be violated.
violations of any condition herein set forth shall result in
revocation of this Certification.

This Certification shall become null and void unless the
above conditions are made conditions of the Federal Permit.
This the 27th day of July, 1992.
DIVISION OF ENVIRONMENTAL MANAGEMENT
1 V?
reston Howard, J P.E.
WQC# 2755

NC-DEHNR
Division of Solid Waste Management
17 •Superfund Section
A_Hazardous Waste Section
b -Solid Waste Section
CHAIN OF CUSTODY RECORD
b/
- $ -R brganics Lab:
Inorganics Lab:_
Project Name: ° `. /' ,V. 1. Sampled by:
A? /
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Site ID # (NCD#) --
-
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Sampler ID
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Location: Telephone:_( d) -7 3 3
Address: 3 j:5, S f. Date Sampled:-V-'
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Time Sampled ?
Sample Types: Soil < Water Waste.*
Other
Remarks:
- - -??
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Field Sample
Numbers Ol k,-

Relinquished by: V Date: 3 c Time:
(Signa
Received by:
A

Date:

Time:
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(Signature) -
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Relinquished by: Date: Time:
(Signature)
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(Signature)
Relinquished by: Date: Time:
(Signature)
_
Received by: Date:
Time:
(Signature)
Results Reported: Date: Time:
(Signature)
\COCR.FRM)
V.C. Department of Environment,
Ilcalth, & Natural Resources
Solid Waste Management Division
SAMPLE ANALYSIS REQUEST State Lborstory of Public Health
P.O. Box 28447, 306 N. Wilmington Street
Raleigh, North Carolina 27611
Site Number -# -
Name of Site
Collected By ,
Agency: Hazardous Waste Solid Waste
11
Field Sample Number © j R' 1
Site Location
Date Collected Q a2 7 Time 3o
Superfund
Sample Type
Environmental Concentrate Comments
_ Ground water (1) Solid (5) 4
Surface water (2) Liquid (6)
Soil (3)
Sludge (7)
_ Other (4) Other (8)
Organic Chemistry
Parameter Results (mg/1)
_ P&T:GC/MS
_ Acid:B/N Ext.
MTBE
Radiochemistry
Parameter Results (PC!/1)
_ Gross Alpha
Gross Beta
Inorganic Chemistry
Parameter Results 6ng* (mg/kg)
_ e- Arsenic <
i Barium
Cadmium < q,
Chloride
Chromium
Copper
Fluoride
Iron
v Lead <
Manganese
.< Mercury
= c?
Nitrate
n' Selenium L
Silver
Sulfates
Zinc
pH
Conductivity
TDS
TOC
Microbiology
Parameter Results (Col/100ml)
Date Received
Ditc Extracted
Reported by
Date Reported
Datc Analyicd Lab Number
1)111 3191 (Rcviscd 2/9I)
006s A. t'R Z
TCLP Compounds
Inorganic Compounds Results(mg/1)
k Arsenic _
Barium n r,
Y Cadmium c c_ r c
Chromium _ c _ t 1
k Lead -p_c•°?
Mercury
Selenium
Silver L a r
Organic Compounds Results(mg/1)
benzene
carbon tetrachloride
chlordane
chlorobenzene
chloroform
o-cresol
m-cresol
p-cresol
cresol
1,4-dichlorobenzene
1,2-dichloroethane
1,1-dichloroethylene
2,4-dinitrotoluene
heptachlor
hexachlorobenzene
hexachlorobutadiene
hexachloroethane
methyl ethyl ketone
nitrobenzene
pentachlorophenol
pyridine
tetrachloroethylene
trichloroethylene
2,4,5-trichlorophenol
2,4,6-trichlorophenol
vinyl chloride
endrin
Iindane
methoxychlor
toxaphene
2,4-D
2,4,5-TP (Silvex)

L. Depmment ul Ln%grunmcn.. SAMPLE ANALYSIS RL' QUEST Jute "^DtJr>au,ry ul eubltc licalth
Ilcalth, & Natural Rcxwrccs P O Wx 2"7. 3t,r, N. K'dmtn6tun sirccr
S •IIJ Aa,rc tstanagcmcnt lmu,ua katr:bl. -.1t,
?wr lu,a :i ;l
Site Number 41. Field Sample Number V I S,
Name of Site I' n_ Ilt I Q?Alion
Collected By Z) #^? Date Collected .J ,A i i "Time . 1
Agency: > Hazarduts Waste Solid Waste Superfund TCLP Compounds
Sample Type
Envirmimental Concentrate
- Ground water (1) _ 1;, Solid (5)
Surface water (2) liquid (6)
Soil (3) Sludge (7)
- Other (4) Other (8)
Comments
6-
V.
Inorganic Compounds Resultstmg/l,
> Arsenic
Barium a c,l
Cadmiurl Lin,? c r
Chromium
Lead
Mercury
Selenium.
Sik,cr < oe r- K

O
i
rgan
c Chemistryryy Inorganic Chemistry
-
Pararnetrr Rrsult.s(mg/l)
PST:GC'/P
1S Parameter Rrsults`V*(mg/kg)
n Orgnuic Cuu,puttr,da Itrsultslu:g/i)
-
. Arse
ic
3
, 9
E,entcnc
Acid:B/N Lat.
- M7'BE _
Barium S-C-
Cadmium < q, caibun ICUJLl,IUJldC
chlordane
Chloride "`? °° chiun,Lcuccnc -
- _ t Chromiuni chloruf„r,,, --
- Copper
Fluoride n, •c, e,,,l -- --
- - Iron _
I, cf c,ul -
- - - Lead:.? C= -
u c,ul
- --- Manganese _
1,4-dichluruL, none - ---
- K' Mercury p, l'1 l,2•dichlu,,>ctt;ane
-- -- Nitrate - 1,1-dil --
ul ocl fly lea,:
Selenium G 1 ?g 2 a•.linitrul,,luene

Radiodheniistr}' Silver 1 X 9,8
-rt--
Sulfates J h,pta,l;lu, - --
- -
- - --- a hcx,,?hlur,,ben?en.

1'aramrtrr Resul;.s (PC!/1) Zinc
PH , _
h xa?hh,r„Lutadic,,e
- (iru,a
Conductivity
- ---
13Bcta _
- Gru„ c1 _
TDS _ rr,?lh?l ?lLyl lrt,,nc
--- ---
- n;trubcntcne
TOC _
_ pcntachl,)r„phenol -

Microbiology p}iidinc
- tetr:,Lhiuructhylene

l'aramrlrr Results (Cvl/100m1) _
_ trichlur uclllylcne
_2,4,5-trichluruphcnol

'- _
-2,4,o•t, i?l,l„r ul;lunul
--- vinyl chlurldc -
d
i
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,
n

[,,t, kttci.cd-
Reported by --
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- -
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2
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N.C. Ucpartment of Fnvtronmen.,
ilcalth, S Natural Rcsuurccs
&,I,J %4'astc Man.,gcrncnt Dl%uwn
SAMPLE ANALYSIS REQUEST
State Laboratury of Public 11catth
P U. ti.,: 25:7, 34, N. Wilmingtcn St,rt
"Ieljri. Nl rllI Gli.l,ll? ?,y[1
Site Number P Field Sample Number ©Z $ ?6 1
N,ante Uf Site _ Z (, f ) (,. ' ?. • Site Location f I.-i
Collected By?,?? Date Collected- Time ;
Agency: Hdzardut.s Waste Solid Waste Superfund TCLP Compounds
Sample Type
Envir•urimental Concentrate
Ground water (1) __ Solid (5)
Surface water (2) __ Liquid (6)
Soil (3) Sludge (7)
Comments
(7-
. O(hcr (-t) -- Other (8)
0
Organic Chemist.ryy I Inorganic Chemistry
- P&T.GC/MS
_ Acid:B/N Exi.
hlTBE
Parameter Results(mg/1) Parameter Resultsjw@0(mg/k2)
ltadiol.hcniistry
Parameter
(iru?a Alplia
Grua Bcta
Arsenic <
Barium -79
t- Cadmium
Chloride
1' Chromium < 2;1
Copper
Fluoride
Iron
Lead
Manganese
Mercury
Nitrate
Selenium
Silver
Sulfates
Zinc
Resulls (110/1) pH
Conductivity
_ TDS
TOC
Alicrobiulug;),
Piratnctcr Kcaults (t:411/100ml) -
I i.ltc l:c:ci.c,l __ Reported by
1'.,IC LMruklLll_ - Daic R pQrted..^
_ Lab Number
Inorganic Compuunds Resultstaig/I1
Arsenic
_ Barium G?
Cadtu;unl
Chromium n -7
Lead L G ri
Mercury L
_
Selenium
Silver < U_ n?
Orpnic Cutuhuund., Iiesults(tn}t/I)
_ bCncene
carbon LC(Iachlurlde _
_ chlurdaii
_ chlurubeut,:nC
_ chlurofor.,,
_ nl-cr",)l
p•CrCsvl
cresul -
_ 1,-t-d;,IS l?..,t,:,,t?n. -
_ 1,1-dicl.lo,urah) lent;
_ 2.4 ,hu;tr„t„luenc _-
hcptd.hl„r - - --
_ hcxachlorubenccne
_ h.xachlur„i,u[a?liene __
_ hcxachlurocthine
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N C. Dcp inmenl of Environment, SAMPLE ANALYSIS REQUEST State Laboratory of Publ,c Health
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Nan): of Site ?_: r y' G. ?, • , Site Location `, i
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Collected By j) -? Date Collected 41J 'Tin)c ;
Agency: 1. Hazarduts Waste Solid Waste Superfund
TCLP Compounds
F
Sample Type
Environmental Concentrate Comments
- Ground water (1) _ ?' Solid (5)
- Surface water (2) Liquid (6)
Soil (3) -- Sludge (')
_ Othcr (4) -- Other (8) .-
Organic Chemistryy
Inorganic Chemistry
Inorganic Compounds Results(ing/l
> Arsenic
Barium G , 7
Cadmium G r?
Chromium n - S cn
Lead
Mercury La - _
s Selenium L _
Silver
Parainrtrr Results(mg/I) Parameter Rtsults&1w11?(m
PST.GC/MS g/? O
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Acid:B/N Ext _ Arsenic 5 3, y
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Chloride
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Mercury
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1,2-Jichluruethane
- Nitrate 1,1-dichlulucthylene
Selenium L 2,44nitrutulucne

kadiocheniistr?' _ Silver Lj, 8 _
heptachlor
-
- -•--_ Sulfates hcxachl,)rjbcllLenC
Zinc
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K C. Department of Envtronmcn., SAMPLE ANALYSIS REQUEST State Laboratory of Public Health `
Ilealth, & Natural Rcwurccs P O. Liar 28417, 306 N. Wilmington Strc:t
S•,hJ Waste Manaycmcnt Dt.uton k-l7c4tiri• tro7h Caruluu :7611
Site Number 4; Ficld Sample Number
Name of Site ? r_' ?`? r {?• Site Location (`
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Collected By : ,?/ / • -1 ?) #^r• Date Collected /t i 7
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Agency: t> Hazardot.s Waste Solid Waste Superfund TCLP Compounds
Sample Type
Environmental Concentrate Comments
ground water (1) Solid (5)
Surface water (2) liquid (6)
Suil (3) Sludge (7)
Other (4) Other (8)
Orgartic Chemistry
Parainrter Results(me/I)
_ P&,T:GC/MS
_ Acid:B/N Ext.
MTbE
Radiochemistry
Parameter
_ Gross Alpha
Gross Beta
Results (PCi/1)
Inorganic Chemistry
Parameter
Arsenic
Barium
v Cadmium
Chloride
t.-- Chromium
Copper
Fluoride
Iron
Lead
Manganese
Mercury
Nitrate
Selenium
_ Silver
Sulfates
Zinc
pH
Conductivit
TDS
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hficrobiology
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Barium o _
Cadmium [.
Chromium _ o
Lead
G r
Mercury e,
Selenium ?Q
Silver n e
Or-anlc Compounds Results(uig/1)
lx:nzene
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chlurdant:
chlurobei,zene
chloroform
_ o-cresol
al-cresol
p-cresol
cresol
1,4-dichlorobenzene
1,2-dichlur oetliaru:
1,1-dichloroethylene
2,4-dinitruiulucne
- heptachlor
hexachlorobenzene
hexaehlorobutadiene
hexachluroethane
methyl ethyl ketone
_ nitrubenzene
pent achloiophenol
p)7idine
tetrachlorue-thylene
trichloroethylene
214,5-trichlorophenol _
2,4,6-trichlorophcnol
vinyl chlur idc:
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D u5.I-
Y.
Marlen C. Robb' 1r
j?, ?. Col. US
Lt. M
C (Ret)
---- ?ATYARB &
- INC.
MARINA,316 Ease Front Street . Belhaven North [phone]. FAg (919) 943 7S1na 27810

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April 22, 1997
Marlen C. Robb, Jr
Lt. Col. USMC(Ret.)
316 East Front Street
Belhaven, North Carolina 27810
Dear Mr. Robb:
The purpose of this letter is to verify our conversation
and sampling inspection of Robb's Marina, located in
Belhaven, NC on April 22, 1997. As we discussed, our
office received several inquires regarding the disposal of
sand blast material generated from removing the paint from
the LCM 8379. Page 53, paragraph C.27.3.1. states that
"All interior surfaces, associated components, and
miscellaneous equipage of lazarette, engine room, and void
number 7 contains red lead paint". The contractee,
Directorate of Peninsula Contracting , Fort Eustis, Va.,
expressed the concern that the disposed sand blast media
may have been contaminated with lead, and may not have
been properly disposed.
Therefore, as a follow up to this inquiry the Hazardous
Waste Section conducted a sampling inspection at Robb's
Marina on the above noted date. It is to be noted that
Robb's Marina had sampling results of the material in
question at the Marina and it was available upon our
request.
Thank you for your time and attention into this matter.
Our lab analysis will be forwarded to you as soon as they
are completed. If you have any further questions
regarding this matter or if we may be of any assistance
you mat call Dick Denton at 919 946 6481.
Sincerely
Larry Perry
Compliance Supervisor
A
DEPARTMENT OF ENVIRONMENT, HEALTH and NATURAL RESOURCES
DIVISION OF SOLID WASTE MANAGEMENT
HAZARDOUS WASTE SECTION
ACTIVITY REPORT
Subject: Robb's Marina
Location: *location*
Date: 11 Apr 199:
Address: 316 E. Front St.
City: Eye l haven , NC
By Whom: Dick. Denton
Persons contacted:
Reason for visit:
Copies to: Larry Perry
Time spent: 4
State: NC Zip:
REPORT:
Robb's Marina, Belhaven: Investigation regarding the
disposal of red lead paint sand blast media. Invetigation
continuing. D. Denton.
Performed an investigation at Robbs Marina to determine if
the facility was in violation of any hazardous waste
rules. Ms. Ann Gratis of the Army contracting office
called to report that the facility had to remove to the
bare red lead paint from "all interior surfaces,
associated components and miscellaneous equipment of
laza.rette, engine room, .and void number 7". She also
faced me a cop'y' of the contract which specifies that those
areas contain red lead paint. A copy of the page i
attached for your reference.
It has been reported that the facility has poured the sand
blast media as it was generated onto the ground, around
pilings, adjacent to walk ways, and in the drive way of
one of its employees, Mr. Danny Moore. Robbs was to give
the contracting office copies: of lab analysis of these
areas and has not sent an analysis since December 1996.
The sand blasting of the allegedly contaminated areas have
not been received. I interviewed Mr. Marlin Robb Sr. Mr.
Robb stated that his son, Marlin Robb, Jr. had all the
paper work., lab analysis, and would not bb back at the
facility until the 18th of April and that he did not know
where the paper work was.
0 1
Mr. Robb was able to tell me that the vessel was
approximately 40 years old and the interior had never been
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DIVISION OF COASTAL MANAummT
FIELD INVESTIGATION REPORT
1. . PLICANT I S NAME M rl g C Robb & Son Boatyard & Marina
2. LOCATION OF PROJECT SITE R.?aufort County. Front Street, Town of Belhaven,
K-5, L-5
PHOTO INDX 1989: 11-17-89, 282-10, E-8,E-9 1984: 12-17-84,80-611,
STATE PLANE COORDINATES : X : 2,707,800 Y: 658 , 200
Belhaven L. L.
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5/21/92
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE:. APPLICATION RECEIVED 5/18/92
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Town of Belhaven
LAND CLASSIFICATION FROM LUP Developed highgrotmd, conservation-waters
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE
COASTAL WETLANDS PUBLIC TRUST WATERS-?-
ESTUARINE-WATERS OTHER
(C) WATER DEPENDENT: YES X NO
(D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X
(E) TYPE OF WASTE WATER TREATMENT : EXISTING Town of Belhaven
PLANNED Town o Belhaven Commercial Carrier
(F) TYPE OF STRUCTURES : EXISTING Pier, bulkhead, marina building
PLANNED Bulkhead pier, 70 ton travel lift
(G) ESTIMATED ANNUAL RATE OF EROSION 0' SOURCE
(Except at two locations where
7. HABITAT DESCRIPTION: erosion is ±2')
(A) VEGETATED WETLANDS
AREA
DREDGED FILLED OTHER
None N/A
(B) NON-VEGETATED WETLANDS: N/A
None
(C) OTHER: Highground (Land Disturbance) ±17,133 sq ft
Open water (landward of Bulkhead) ±1,170 sq ft
r
(D) TOTAL AREA DISTURBED: ±1,170 sq ft ±17,133 sq ft
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SC-NSW OPEN : YES NO X
8. PROJECT SUMMARY: The applicant is
marina for transit B-oa-t traffic by r
anti installing a new 70 ton travel 1
to develop a full service
istim bulkh ea s, piers, etc.
DCM staff observation

Environmental setting
The applicant has recently purchased a 1.8 acre tract of land
adjacent to Pantego Creek on Front Street within the Town of
Belhaven in Beaufort County. For many years the property has been
utilized as a commercial marina by its previous owner. Services
provided by the previous owner were those which evolved around
transit mooring due to the site's proximity to the AIWW.
Historically provided has been mooring, fuel, supplies from a ships
store, and limited inwater repair. No facilities have been present
to remove boats from the water. All of the property except for the
southeast corner has been historically bulkheaded. Due to its age,
the bulkhead is in various stages of deterioration. Also present
at the site is a 150' long by 7.5' wide pier. Mooring at the
entire facility is conducted by tieing along side the existing
bulkhead and pier. No finger piers are present at the site.
Landward of a portion of the bulkhead are boardwalks which vary
from 4.0' to 12.0' in width. Also located on the highground
portion of the property are various fuel tanks, sheds, an a 60' by
62' 1-1/2 story building which serves as a machine shop and ships
store. Much of the highground portion of the property is covered
by gravel drives, and walkways. Vegetation on the tract consists
of various lawn grasses which are intermixed with the gravel. No
wetland vegetation is present at the site.
Project proposal
The applicant is proposing the following:
1) To construct 1,158.7' of new bulkhead. ±748.79' of the
new bulkhead will be constructed in the exact location as
the existing deteriorated one. At the southern end of
the grass peninsula (see plat) two eroded areas have
occurred landward of the existing bulkhead these areas
will be filled when the new bulkhead is constructed. At
these two locations the new bulkhead will be a maximum
±12' and ±15' beyond the NWL. ±395.89' of the bulkhead
will be constructed 2' waterward of the existing bulkhead
(see plat). ±14.02' of new bulkhead will be constructed
2' beyond the NWL at the southeast corner of the property
where no bulkhead presently exists.
2) The replacement of 57.0' of 12.0' wide boardwalk and the
replacement of 569.0' of 4.0' wide boardwalk. Both
sections of boardwalk will be placed in locations where
existing boardwalks are present.
3) The replacement of two existing dolphin clusters are the
same location and existing configuration (see plat).
4) The replacement of the 150.0' long by 7.5' wide pier at
its present location.
1!
Marlon C. Robb and Son
Boatyard and Marina
Page 2
5) The new construction of two 56.0' long by 8.0' travel
lift ramps. One of the ramps will coincide with the pier
that was discussed in No. 3. The other ramp will be
constructed near the southwest property line. These
ramps will be used to support a proposed 70 ton travel
lift. With the introduction of this lift to the site,
additional maintenance and repair activities will be
provided to the site such as hull sanding, painting, and
other mechanical repairs which were not being conducted
prior to having the ability to remove the vessels from
the water. Two 4' wide gravel runners will be
constructed on the property to provide support for the
lift when vessels are transported to the maintenance
area.
6) The removal of five existing fuel tanks and the
reconstruction of a new fuel tank area with two new tanks
(see plat). Four new fueling stations will be installed
at locations also shown on the submitted plats.
7) The construction of a gravel boatyard where maintenance
activities will be conducted. As shown on the attached
plat this area will be placed on the north side of the
existing ships store and machine shop.
8) A portable pumpout system to handle requests for pumping
of vessels sewage needs. The pumped sewage will be
removed from the site by a commercial carrier.
9) Upon completion of the project the applicant is proposing
to have a full service marina supplying fuel, dockage
along 1,000' of bulkhead, marine supplies and complete
maintenance services. The facility will cater to both
power and sail yachts varying from 35' to 701.
Environmental impact
The portion of the project that involves the installation of
the new piers, dolphins and bulkheads should have a minimal
environmental impact. Short term turbidity will exist during
construction. ±1,170 sq. ft. of open water area will be filled
landward of the new bulkheads.
The new fuel handling facilities should lessen the possibility
of a spill due to the more modern equipment.
No excavation is proposed in the Public Trust Area of Pantego
Creek and no coastal wetlands will be excavated or filled.

Marlon C. Robb and Son
" Boatyard and Marina
Page 3
The installation of the 70 ton travel lift will allow
maintenance activities such as scraping, painting, etc. to occur at
the site which have not been conducted in the past. Without proper
controls and handling of paints and residues this could create a
new pollution source. Also, the lift will allow new engine
maintenance activities to occur which have not occurred in the
past. Without proper handling of oils and greases, another
pollution source would be created.
The applicant is proposing a storm water gathering system in
an effort to halt any containments from reaching surface waters.
Also being proposed is a pump out facility which has not been
available in the past.

General Description
This property can generally be described as a 1.8ac existing commercial marina and
repair facility located in Belhaven, Beaufort County, North Carolina. The site is located
at 316 E. Front on the Pantego Creek west of the Pantego Creek breakwater. The soils
on site are mapped by the U.S. Soil Conservation Service as Urban Land (UR), however,
soil boring indicate the soils to be sands overlaying sandy loams and clays. There is little
vegetation except for the grass areas and a few trees located in the front of
the property.
Proposed Work
The proposed work for this site is to renovate the existing facilities by reconstruction of
new bulkheads, piers, boardwalks, and travel lift basin. The fuel tanks located on site will
be removed with the exception of one tank to be relocated onto a concrete pad within a
containment area. The fuel pump will also be located within the containment area and
service will be provided on each wharf.
Proposed Uses
The primary use for this marina will be to assist transient boats with dockage, fuel, and
repair facilities. The majority of the work will be repair and overhaul of damaged yacht
engines and parts. Overnight dockage and the sale of fuel will be provided to supplement
this business. Sanding and painting of hulls will be done upon request and will constitute
a small portion of the services provided.
This facility will continue the previous marina/repair activities of providing wharfage, fuel
and limited overnight dockage to transient boats. There is a machine shop for the
overhaul and repair of engines and other damaged parts. These activities are the
continued use of the facility and is verified by the compliance letter dated 11 /18/91 from
the City of Belhaven. Light hand sanding of hulls will occur occasionally upon request by
vessel owners prior to painting. Painting will be done by an experienced yacht painter.
There will be no sand blasting. Boats will be pressured washed down in the gravel
boatyard area. Fuel will be provided at each wharf and the fuel pump & storage tanks
will be located within the containment wall area. Although a locked policy will be
enforced, a portable pump out will be providing when needed. Waste will be removed
from site by a licensed commercial carrier and not held on site.
Ay
b
Environmental Controls
Runoff during storm events and periods of heavy rain will be diverted to the designed
stormwater pond shown on the attached plan. Water from the wash down activity will
also be diverted to the stormwater pond. Grass areas are also provided to help filter
water during storm events. The predominance of work to occur in the yard will be
accomplished in the engine shop or on board the vessels. Therefore, all oils and fugitive
fluids will be contained in a controlled atmosphere and disposed of without release into
the environment. Sewage on site is handled by city sewage.
b
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con- If you plan to build a marina, also complete and
trol. If the requested information is not relevant to your attach Form DCM-MP-2.
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects. b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APPLICANT c. Will the project be for community, private, or
commercial use?
a. Name ' M rlen (' Robb R Rnn RnatYard & Marina rnmmprni 1
Address 316 E. Front St.
d Describe the planned use of the project.
.
City Rpl haven State unrrh Carol na Continued use of existing marina, boat
Zip 27810 Day phone [phone] maintenance & repair shop, provide
travel lift basin
x Landowncr or Authorized agent
b. Project name (if any) Marlen C. Robb & Son
Boatyard & Marina Inc.
4
LAND AND WATER
c. If the applicant is not the landowner, also give the CHARACTERISTICS
owner's name and address.
AGENT Ri4aPii eagociatpcz 1.8 acres
M nraw-r 1068
Kitty Hawk. NC 27?t9
Attn Tnhn Rndgerc
[phone]
2 LOCATION OF PROPOSED
PROJECT
a. Size of entire tract
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+/- 3.0 --
d. Soil type(s) and texture(s) of tract
Sands & Sandy Clays & Loams
a. Street address or secondary roar number e, Vegetation on tract Planted grasses and a few
316 E. Front St. trees
b. Cite town, community, or landmark
f. Man-made features now on tract Marina Store
c. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
PanteRo Creek -
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
MR - Mari n Ricci nPac R Rcz
i. How are adjacent waters classified?
cr.
a. Describe all development activities you propose (for j.
example, building a home, motel, marina, bulkhead,
or pier). Maintenance & renovation of? existing
bulkhead ° piprS nnnStrnntion of boat
travel lift basin
Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, i?oes, tool shed
structuresproposed
b. Number of lots or parcels i -
c. Density (Give the number of residential units and the
units per acre.) N/A
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? N/A
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.
+/- 5'L
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
Gravel & Concrete
h. If applicable, has a storinwater management plan
been submitted to the Division of Environmental
Management? Yes
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
City sewage to handle on site existing
restroom, portable pump out when needed
for boat traffic
j. Have these facilities received state or local approval?"
m. Water supply source City
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above ea sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(N1LW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW .
Upland fill
areas

F

pier =
travel
7.5'
lift
W X
= 2
1501
@ 8' .7-
L
W

b. Amount of material to be excavated from below
water level in cubic yards N/A
k. Describe existing treatment facilities.
stormwater Through Design
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down").
2
c. Type of material N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands? N/A
e. High ground excavation, in cubic yards
N/A
9/S()
5

.f
tF .
f. Dimensions of spoil disposal area
_WA
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? No
If so, where? N/A
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? N/A
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material
N/A
o. Will fill material be placed on marsh or other
wetlands? N/A
p. Dimensions of the wetland to be filled
N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
N/A
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
A-AMOVY -

S. Will wetlands be crossed in transporting equipment
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap 1 / S d°. 7
b. Average distance waterward of mean high water or
normal water level 2'
c. Shoreline erosion during preceding 12 months, in
feet n'
d. Type of bulkhead material Salt treated pine
e. Amount of fill, in cubic yards, to be placed below
meanhighwater 17 e»?ytjG
f. Type of fill material Sand
8 ADDITIONAL INFORMATION
in addition to the completed application form, the follow-
ing items must be submitted:
A copy of the 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
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
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 18 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
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.

Name Topper. Batemen
Address 314 Front St.
Belhaven, NC 27810
9 CERTIFICATION AND PERMISSIOt
TO ENTER ON LAND

Name W..P. O'Neal, Jr.
Address water .
Belhaven, NC 27810
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

$250 --00
A check for $made payable to the Department of
Health, Environment & Natural Resources 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).

a
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
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
lanes in connection with evaluating information related
to this permit application and follow-up monitoring of
project. ?
This is the ? ? day of . 19?Z
X
W?Jor or Au orized agent
9/89

form DCM-MP-2 .
MARINA
F MAINTENANCE PROJECT
DEVELOPMENT
Attach this form to Joint Application for CAMA Major
Permit. Be sure to complete all other sections of the
Joint Application which relate to this proposed project,
including upland areas, even if duplicative. All shore-
based facilities must-be. included in application and work
plats.
1 MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will se marina be open to the general public?
C.
d.
If there is residential development associated with
the marina, how many units or lots are planned?
N/A
Check all of the types of service to be provided.
X Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slipps") only
Number of slips 1,00 of "side tie waifs"
Dry storage
Number of boats
Boat ramp(s)
Other (describe) Transit marina, no
permanent docking
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
_ Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types) Power & Sail Yachts
35-40,
g. Typical boat length
h. Maximum boat length 70
i. Are any floating buildings planned? No
If so, describe.
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities which
will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number 4
LS2cation ain uilding
jj Showers
1 Boat holding tank pumpout
Type and location Connected to City Sewer
b. Describe treatment type and location for all sanitary
wastewater. Pumced to C? ty SPV-
it s le h.i C(I Vh '1'uf
c. Describe solid waste, fish offal, and trash disposal.
D1s-osa1 by c'OmmPrni^1 n^rriar hi-Weekly
' /89

d. How will overboard discharge of sewage from boats L Give the location of fuel handling facilities and
be controlled? describe the safety measures planned to protect area $;
Locked head policy will be enforced and waterquality. On each wharf
portable pump out when needed see blueline
e. Give the location and number of "No Sewage
Discharge" signs proposed.
One at marina check-in counter
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste, and petroleum products.
All wastes will be contained, placed
in storage and removed by commercial
disposal company
g. Where will residue be disposed or Hauled
off-site by commercial means
h. Give the number of channel markers and "No Wake"
signs proposed. N/A
Note: Regulatory signs such as these require additional
approval by the N.C. Wildlife Resources Commission.
j. Describe design measures that promote boat basin
flushing or circulation and reduce water quality
impacts. N/A
k. What will be the marina policy on overnight and
live-board dockage? Overnight in transit
1. Is the proposed marina located near any shellfish
leases? N_ If so, give the name and address of
theleaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Wharfage, fuel & yacht repair
n. How many slips are now available? i - onn, of s i tie
tie wharfs

6 4/89
. Marlen C. Robb & Son
Boatyard & Marina, Inc.
May 19, 1992
Ms. Deborah Sawyer
Division of Coastal Management
Carolina Avenue
P. 0. Box 1507
Washington, NC 27889
Dear Ms. Sawyer:
As requested by you, through our consultants at
Bissell Associates, I am providing the following
assurances to you:
1. All engine work will be performed either on the
yacht or in our engine shop. No engine work
will be performed on the boatyard grounds.
2. A tarp will be used to cover the ground when
painting and/or sanding is performed on yachts
in our boatyard.
If you have any further inquiries please do not
hesitate to contact me. Your cooperation in expediting
your services will be greatly appreciated.
Sinc rel N rl nC. y[
y MCR,Jr/der

316 East Front Street • Belhaven, Horth Carolina 27810 • [phone] • FAX [phone]
MAY 12 '92 14:46 MAP,T I N WALTER
The FEIN ASANDER
The compact
tool from FEIN
for pressure-
free sanding.
This is the FEIN SANDER,
shown actual size. From end
to end (including sanding
pad) it measures all of
265 mm/107/4". And ready
to use, it weighs no more
than 1.35 kg/ lbs. A minia-
ture technical miracle, this
highly practical high-
perfor-mance power tool. First of
all, its convenient dimen-
sions and. triangular sanding
pad enable it to be used on
areas previously requiring
laborious manual or even
fingeroniy work with sand
aper. Second, its low weight
n n conjunction with new
1
sanding technology insures
precision response. In otht,9'
wise inaccessible corners, or$
edges and on fine profiles,.
Third, the effort needed to
achieve a neatly sanded
surface Is obtained entirely
from the generous power of
the FEIN SANDER, relieving
the 10p eratar's arm comple-
tely. The FEIN SANDER
tackles every task accura-
tely, rapidly and highly
effectively, with virtually no
contact pressure required.
Fourth, the FEIN SANDER
can be equipped with a
sawing set for safe cutting of
butt Joints on wooden
window frames. for instance

4j ?!

.....:t
pneumatic
FEIN SANDER
Type M4x 6-21
MAY 12 1 92 14:45 MARTIN WALTER 00, i f l ':

for coarse -or fine
/t sanding of medlum
8'76 Rotary Sanders, 750 Wand large surfaces
Current/Vo(ta?aslFr woey -- ! uaf "r N
MSf 649-2 a MSfe 649-2 a MSf 649-2 b
FEIN electronic (variable speed) _
' 1501200 r!nr*,
3.4!3.6 kg ? 750 W (i)800-4000 b"
?? /8"
i 7.S/7.9 lbs.
'T'?ryft) Data MV 649-2a MSfo r?d94a MY 6+1?J-1'a
Order Reference 22072 22073 22071
Cable m /ft
Input Watts
Output Waas
Speedna load
o R.P.M.
onnection
ose c mm/In.

Nttweight kg/ibs.
Flexible
sanding pad 0 mm/In.
Shaft !brad
sea SD .... o
7 ?
50 750 750
S MA 5116.4 5 / 16.4
200 j 8" 200/8" 154 16..

80 480 4$b
2304 800-2300 4000
3211/." 3211/4' 32 11A"

3.4/7.5 3.6/7.9 3,317.3

M 14 M 14 M 14
Sanding pads and sand papers on pages 10 and 11
Dust extractors/vacuums on pages 14 and 15
Ion -4

iota+^? safiderr with direct dust eciracCion for perfect,
?iusf••free sar?dira?..
rubber ring clamping system-
Ideal for sanding large
4P high sanding capacity on
4r !""i5fe 64- a with eiec-
xorsit (variable} speed con-
tras for #u!? cs>arput even at
fv±VuFS 54@c
iw lreicra sated paper or with
all rraatsrials (e.g. finer, paint,
F.R.F., wood}.
? C.:6 n ele0 he used ts;i DC:
si+ Aluminium reinforced
polyamide motor housing.
• Metal gear head.
s Motor proterslon plug to
prevent overloading (220 V
only).
+ts Price includes:
1 protective exrracrzr hood
'1 set of wrenches
'! side handle
'! hand guard
cx?anunu ra a c. i
A = 445 mm; WWI MV
?,= --- A=496 mm;i97As"MSfe
c 8 =145 mm; 5 Wit" "
.. ,., C = B1 mm, 3 Mi"
• o loon so mm; B" 16"
?t4m na?Rs? esu?C
Current Noluge5*0gweq
Input Watts
Strokes per minute
Stroke mm / in.
Hose connection mm/in.
Cable m / fc
Net weight kg / lbs.
AAV 10
"9 a 2WI0
Soo
14000
32/1'/4"
4/13.1
2.6/61
tly 11
2% MY10
500
20000
2.41 Va,"
32/1;/4'
4/13.1
2.816.2
Low-vibration ostillating sanders wlc!'; external dust
extraction and rapid paper clamp.
Sanding pad mm 115 X 225
In. 411:" x 81h"
Dust extractors/vacuums on pages 14 and 15

A = 30 mm. 12 W H 66 mma 3 3ie
e = 1104,5 mm; 9 W a - 225 mm, a 71@•
1'15 X 225
41PI x 814"
Recommended Accessories:
z Dust Cxuactors/vacuurns
with automatic starring
and suction hose
°k 5 rr,116.4 f1; long;
32 mm / 1_',,_4"
Order Reference 92013,.__.
Technical Data on page 14
0 ?'_'hangeoyer co velrro 0 Fiberglass reinforced
pa >r with all--around dust Poly amide motor housing.
extraction. (See illust" below). * Carron brushes with
M3s 641 a, low-speed, for aucornatk switch-off.
coarse sanding, e.g. filar, lac-
i
d
quer, pa
n; woa
* MSs 641 b, high-speed, for * Prue includes:
9iner sanding work, e.g. ve- dust bag
neer', furniture, metallic paints, second handle
fine sanding, Anishing. 5 sanding sheets
? Optimum dust extraction
with good sanding capacity

t1
w
t
MAY- 1 .2'-9a -1 Lit= i YS : S1? rC1-Jj0iF JO4J" I T "Mij 4t 1-1--
MAY 12 '92 14:44 MARTIN WALTER CC', INC.

for coarse -or fie
??/ ? sanding of medium
r it Sander, ?I ant small surfaces
Rar?da
'MSf 636 -1
1.7 kg/3.7Ibs:41?-380 W 7 500;"125/150 mm; `"/r"
Technical Data MY 636-1
Carder Reference 22078
r"mant NoitageslFrequency - 4.V10 140/6 =A o' na/

Input watts 380
"d, no ioad R.P.M. 7500
Output Watts
Hose connection mmAn. 190
32/11/4"
Stroke mmAn. 8.4/5/1."
Cable m/ft. 5 / 16.4
Net weight kgAbs. 1.713.7
'
Sanding pad dim . mmAn. 150/6
")
Price includes:
1 protective extractor hood
1 eccentric head for sanding pad 0150 mrn / 6"
Order Reference 312 07163 013
1 sanding pad, medium
4) to request: Ecesntrie head for 0125 mm 15" sanding pad
order 1were" 312 07 109 014
?Y
i?
i
4
a -11A «w.• 1111 ?L .'
Spo-c ai Feaures
Strong, universal, random orbit wider wirh direct duct
extraction.
a- Veicro .sanding sheets or
with rubber ring damping
systelm.
ei High sa,ndirf, capacity on
all materials.
* Alurninium reinforced
pr lyamide motor housing.
Recommended Accessories,.
Dust extractor 92013
LJitt•, 6titoitiatic starUng and
stlr.s ??i i?±ose 5 1r4 ' 16.4 ft. long;

7P,
* Price includes:
1 protective extractor hood
1 eccentric head for sanding
pad 150mm/6"0
1 sanding apad t?{ with
ISO mm l
velcro fastening
1 set of wrenches
B r 165 MM" 6'rl
C : 65 mm; 2 ii,'
P r I W mm; F• f)u5r ;:xzt-aaors/vacuums pages 14/15
?4
MAY 12 '92 14:47 MARTIN WRLTER CD. PAC

Technical Data
Order Reference
Voits / Hz 92013
220 1 50 1 110 / 60
Current
Input
Air flow Wato
Urnin / cfm 1000
3400/120
Vacuum mbar / psi
Container volume i j
" 230 / 3.4

Net weight Cs
.
kg 14130.9
with automatic starting
and suedonhe" 5 m 716A fL iong;
32 mm/1%" 0
Recommended Accessories:
Spare Filter Cartridge -
Ord?r fA na 3 13 22 192 00 7
Spire Fiimr 8a>?-?.---?---
^-6r *Oran""* 3 1322 190 00 s

Dust extractor
1000-1100W,atts
'Teclinicai data

3 ????^ f?,
--
3
_

Volts / Hz
92011

22.0 / 50 1110/60
:urk--ent
Input watts 1000-"11t?0

ow
Pow
Air ? / min 1 dim 3400/120
acu
mbar 1 psi
Container v01,sire I ! gal, 33013.4
12.6
4
Jex vv00" kg / 16-- ?.45.5
$ 1
Allso ava"Jable with

?,vi,:?tYtYt,t.rs,"!t?G! ?,ccesscyrl??.
k :pare Filter Caru'id e _
ware Filter Sag
2
Dust Extractor
1000 Wags
MAY 12 '92 14:46 MARTIN WALTER C-01 1 l d

*AW
FEINASANDEK
L_.
,AM
MSx 636 Q
electric
Technical Data:
Order Reference 22918
Current -
%00 ? Input Watts 150
Oscillations
of sanding pad per minute 20.040
Cable m fft. S/16.4
Net weight kg/ibs. 1.35123
Sanding pad dimensions,
corner to corner mm/ in. 8013'!#"
Price without dust extraction
Price includes:
Tool case
1 wrench
Sanding pad (not perforated), with velcro
10 sanding sheets each grit size 60, 80,124
"1tJx -"!

vvrorl in&pressure bar,'i::si 6/86
Air Consumptlon
rl.Olmin; cfm 0.19-1,61
Q r",
sanding pad per minute 20.000
Hose sire ; mm l in. 81'/,0
kglibs> 0.83 /1.9
aandir?g paA dimensions,
vrner to worrier mm t in. 80 / 3V"
price without must extraction
r.:rif:t It<i+,r?3ea:
"oo! tare
,rridiq pad (rc%tper?faravv;J' , ?.w?ith \fcicro
'0 sanding sheets each grit size 60, 80,12.0
Accessories: MSx 636, MOx 6°21
Sanding sheets
corundum raper, synthetic resin bonded, open scatter , ",
paper for wood, metal, fibOrglUs, plastic, soldering joints,
f4kr, paint, and leather.
Order Reference
Grit Velcro Order Reference
Euro . US ack of 50 PSA (.USAIGansda)
36 36 6 37 17 086 010 6 3717 094 012
40 40 6 37 17 081 01 8 6 3717 095 016
60 60 6 3717 092 011 6 3717 096 019
80
? 80 6 3711 083 015 6 3717 097 013
.
,..,. .nn -. 1219 41 nos ns 1 6 17 17 098 011
elc;ro C?rdier Reference
l:!arag;. U?,- }nark of 5( PSA (USA/ Can jda)
22;? 2 X ::' 3717 09 011 6 6 3717102 018
2A'0 13Cr 6 37 17 090 01 8 6 37 17103 012
20n ?. C) 6 37 17 091 01 7 6 37 17104 010
6 37 17 092 010 b 37 17105 01 4
40 :, -;) 6 37 17 093 01 4 6 37 17106 01 7
spars 6ai'ot 1ng pad 2 per pack, not perWated
i r.;awn?tss? aC*4ra AAA I clap sl+rtnr
Carder Reference

MAY 04 '92 07:48 CARTER ARCHIE HASSELL
Olawn n:
filtttiar
]Or. (Obarles (P. Vapdte
Mown Manager
NOVO a. fruugbn
Hawn (1txzk
At" 31. Abamms
11. B Car ter ; Jr.
x•ast Office Drawer 2187
Washington, NC 27889
Ro : iE;:.!lhaven Marina
ii:.,'/:aOnbe . a.•-, 17)91
P.2
Relbujilln
Mown (9oundl
WIN. W- Watt!. Sr.. filnaar fro-$em
lRmu,te 31 louurs
if amts 11. l'iabgto
Nrank Ambrne,c, 31x.
Subg 3E. Allan
I- J
Dear Dlr. Robb:
The properties of BelhaiVenl M xa;a' 1-nc e, in the. Marine
Business (MB) zoning ?Th? i.-' ?s established to
pt uvide for the. orderly? development., usps?_O itch, require a waterfront
location or serve' marine 1hterest,S.;:; r. T ie properties"bf Belhaven
Marine, Inc. are iri compliance'-y??: h;' h? -ToWW-o $pIlia ven zoning
ordinance. Acquisition:. of;? the e1..'. -.6n . n, Inc real property
t ,:_.. .
in Belhaven, North Carolina., )W , neO gwneri,.??dn4/the continued
operation of those pro'Pertries,-as•• ai:maxitZa? apd'-as' boat repair
facilities by the. new owner,.w}11,bot porlskz?u?e a violation of the
Town of Belhaven' s zoning... drdi rnaric.es
If I may be of further Ass.i.st`anee, #p?ease let ine know.
..
r
David R. ra`tx n
Town Manager
DRD/mj a

etc: Mr. Louis Martin, Code Enforcement officer
fast ('Office Nnx 220. Sethauen. North (IIFUnttnu Z7131EI [phone] 4 Male [phone]
.Volabb.hra 1880
VV 1? IV Jl tl11V'I Vi UL uu111\It VVV 1l1V 1.1U1'1l 1Liu 'JIJ VV 1T JV
• i
I
? - V
J-
•? t
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Caro[I 'ta 27W9
f
lames G, Markin, Governor
W1111am W. Ccbey. Jr_ Secretary

29 Hay 1992
T0: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECTS CAHA/DREDGE & FILL Permit Applicat:Lon Review
Applicant: Marlon C. Robb & Son Boatyard & Marina
Project Location: Front Street, Town of Belhaven, Pantego Creek,
Beaufort County
1 . Vv1
RQger N. Scher
Dkeco
. y 9 ••J
-I N
r , ? 1
Proposed Project: To develop a full service marina for transit boat trafflo by
replacing existing bulkhead, pier, etc., and installing a new
70 tors travel lift.
Please indicate below your agency's position or viewpoint on the proposed
project and ret,:trn this form by 19 June, 1992. If you have anv questions
regarding the proposed project, please contact David Gossett at 946-6481.
When appropriate, in-depth comments with supporting data is requested.
REPLY This agency has nc objection to the project as proposed.
This agency has no comment on the proposed project.
Thie agency approves of the project only if the recommended
changer are incorporated. Sao attached.
This agency objects to the project for reasons described in the
attached comments.
'7?" Date /_n
Box 1507 0 Washington, North CamUna 77189 0 Telephone 919494f~.W1
An Equal Opportunity AfBrrnatNe Acklon Employer
S
i.rState of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Ca=Uaa 27604
James G. Martin, Governor A. Preston Howard, Jr,, P.E.
William W. Cobey, Jr., Secretary Acting Director
July 27, 1992
Mr. Marlen Robb
Marled Robb and Son Boat Yard
316 E. Front Street
se lhav'bh' M . C , 21910
Dear Mr. Rabb:
Subject: Certification Pursuant to Section 401 of the Federal
Clean Water Act,
Proposed bulkhead replacement, piers and travel lift
Project #92141, COE # 199202352
Beaufort County
Attached hereto is a copy of CQ?ti.fieation No. 2755 issued
to Marl.en Robb and Scan Boat Yard da ed July 27, 1992.
If we can be of further assistance, do-not hesitate to ,
contact us,
Sincerely,
Attachments
71-
Preston Howard, Jr. P.E. ?
c ing Director
.e,
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Regional Office
Washington DEM Regional Office

Mr. John Dorney _
Mr. John Parker
Central. Files
UGIONALOFFIM
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 9191486-1541 1041663-1699 919/733.2314 919/946-6481 919/395-3900 919/646.7007
Pollullon Prevention Pays
P.O, Box 29535, RHlaigh. North Carolina 27626.0535 Telephone [phone]
An Equal Opportunity Affirmnavo Action Employer
NORTH CAROLIN'
Beaufort Ccunt-y
CERTIFICATION
THIS CERTIFICATION is issued in conformity with the
requirements of Section 401 Public Laws 92-500 and 95-217 of the
United States and subject to the North Carolina Division of
Environmental Management Regulations in 15 NCAC 2H, Section .0500
to Marley, Robb and Son Boat Yard pursuant to an application riled
on the 1-0th day of ,Bane, 1992 to replace a bulkhead, install a
travel lift area and conduct related activities at their site on
Pantego Creek, Beaufort County.
The Application provides adequate assurance that the
discharge of fill material into the waters of Pantego Creek
in conjunction with the proposed bulkhead ans site improvements
in Beaufort County will not result in a violation of applicable
Water Quality Standards and discharge guidelines. Therefore, the
State of North Carolina certifies that this activity will not
violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL
95-217 if conducted in accordance with the application and
conditions hereinafter set forth.
Condition(s) of Certification;
1. That the activity bou conducted in such a manner as
to prevent significant increase in turbidity
outside the area of construction or construction
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less are not
considered significant).
2. The applicant is performing a sail remediation
effort for a petroleum spill under a notice of
violation. The CAM?, permit should reinforce the
requirement for cleanup of this spill.
3. Any sanding, blasting or cleaning of boat hulls
must be preformed in such a manner that residue
does not enter waters of the state. Residue must
be disposed of properly after collection.
4. All engine work must be performed either within the
vessel or inside a sheltered area to prevent oil
products from contaminating waters of the state
5. CAMA should not issue a General Permit for this
project for any maintenance dredging activities
unless DEM gives written concurrence that water
quality standards will not be violated.
violations of any condition herein set forth shall result in
revocation of this Certification.

This Certification shall become null and void unless the
? above conditions are made conditions of the Federal Permit.
This the 27th day of July, 192,
DIVISION OF ENVIRONMENTAL MANAGEMENT
reston Howard, J . P.E.
WQC# 275,5
A ?pAp
•@Paw+?State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Govemor Roger N. Schecter
William W. Cobey, Jr., Secretary Director
29 May 1992
MEMORANDUM
TO: Dr. George T. Everett, Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Marlon C. Robb & Son Boatyard & Marina
Project Location: Front Street, Town of Belhaven, Pantego Creek,
Beaufort County
Proposed Project: To develop a full service marina for transit boat traffic by
replacing existing bulkhead, pier, etc., and installing a new
70 ton travel lift.
Please indicate below your agency's position or viewpoint on the proposed
project and return this form by 19 June, 1992. If you have any questions
regarding the proposed project, please contact David Gossett at 946-6481.
When appropriate, in-depth comments with supporting data is requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
his agency approves of the project only if the recommended
changes are incorporated. See attached.
This agency objects to the project for reasons described in the
attached comments.
?I
SigneL_ Date
Box 1507 • Washington. North Carolina 27889 • Telephone [phone]
An Equal Opportunity Afflmwthre Action Employer
JUL-24-1992 16:20 FROM EHNR WASH REG OFFICE lU
To: John Dorney
4jA,4--* Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
C MAJOR P IT APPLICATION REVIEW-
.-
WaRO PROJECT 0
REVIEWER: SAWYER
1'i1'iY15.5115Sti r'.ei
WQ SUPERVISOR: THORPE
DATE: 9A - 4 "7-42J4
WETL INFORMATION FOR GENTRAL OF CE T C I G
PERMIT YR: 92 PERMIT NO.: COUNTY: 21??4!
PROJECT NAME:"4241-4, ?'1?a+?a, C•
PROJECT TYPE: t PE?LMIT TYPE:?COP.
COE 0: DOT#:
RCD FROM CDA: (jjEj) DATE FROM CDA: `?s 7
REG OFFICE: WaRO RIVER AND S SIN#:
*STREAM OR ADJACENT WATER BODY: ln"
CLASS : S e-- STREAK INDEX #: L 9- 3 yt -34 - C?
*OPEN OR CLOSED:
WL IMPACT: • O- WL TYPE: P4#*
WL REQUESTED : • 6 -• WL ACA EST : /1l&
HYDRO CNECT?: Al !k WL SCORN 22 JV W
14ITIGA'TION: N A- MITIGATION TYPE: IV A- ? N ?
MITIGATION SIZE: NO- RAUNG-SHEZT ATTACHED.-.
RECOMMENDATION: ISSUE 4aMUE/COND DENY
STORMWATER PLAN REQ'D: •
IF YES, DATE APPROVED. q? •p?a
^"S
WATER QUALITY C (4011
CERT. REQfD:
IF YES, TYPE:
SEWAGE DISPOSAL,
TYPE OF DISPOSAL PROPOSED: C,14
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WRTLAND.71LL -t?
AREA OF FILL: WATER", I., 17o I"` WETLAND:
IS FILL ELIMINATING A SIGNIFICANT USE?14 0
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N1Q."
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?,VA-
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?WJ6-
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
JUL-24-1992 16:21 FROM EHNR WASH REG OFFICE iu lyiyrssisst? x.012
"Seaga Two
RECOMMENDED COND TIC?NS OR PERM T RE8 RICTIONS: '
44
a
?.,
I&A
06
cc: Central Files
Washington Regional Office Files COA-
DCM-John Parker(
Elizabeth City
Morehead City
Washington - "4v I ?Ej
COE:Washington Field office
TOTAL P.02
DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890 FRXH 110 1992
IN REPLY REFER TO June 5 , 1992
Regulatory Branch
Action ID. 199202352
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of Marlen C. Robb and Son Boatyard and Marina,
represented by Bissell Associates, for Department of the Army authorization
and a State Water Quality Certification to replace piers, boardwalks,
dolphins; replace and backfill bulkheads; relocate fuel tanks and install fuel
stations and construct a travel lift area associated with full service,
commercial marina facilities on Pantego Creek, Belhaven, Beaufort County,
North Carolina. Your receipt of this letter verifies your acceptance of a
valid request for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification may be required under the provisions of Section 401 of the same
law. A Department of the Army permit will not be granted until the
certification has been obtained or waived.
In accordance with our administrative regulations, 60 days after receipt
of a request for certification is a reasonable time for State action.
Therefore, if you have not acted on the request by August 4, 1992, the
District Engineer will deem that waiver has occurred.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
-2-
Copies Furnished (without enclosure):
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. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
RECEIVED
JUN 2IW2
Please type or print. Carefully describe all anticipated nRY RR6Nt'N
development activities, including construction, excava- REGULM
tion, filling, paving, land clearing, and stormwater con- If you plan to build a marina, also complete and
trol. If the requested information is not relevant to your attach Form DCM-MP-2.
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects. b.
I APPLICANT
Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
• commercial use?
a. Name " M rile- x. Marina (•nMmPrni a1
Address 316 E. Front St.
City RP1 haven State a
Zip 27810 Day phone )43-2110
Y Landowncr or Authorized agent
b. Project name (if any) Marlen C . Robb & Son
Boatyard & Marina Inc.
c. If the applicant is not the landowner, also give the
owner's name and address.
pn nraurar 1o6R
[phone]
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary roar number
X16 _ E? Front St .'
b. Citye haven community, or landmark
c. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? Yes
e. Name of body of water nearest project
Pantego Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
d. Describe the planned use of the project.
Continued use of existing marina, boat
maintenance & repair shop, provide
travel lift basin
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 1.8 acres
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
+/- 3.0
d. Soil type(s) and texture(s) of tract
Sands & Sandy Clays & roams
e. Vegetation on tract Planted grasses and a few
trees
f. Man-made features now on tract Marina St
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
RJR Marina fltlai recta & HePa.i rX-2QbtS
How are adjacent waters classified?
Sc
Has a professional archaeological survey been
carried out for the tract? No if so, by whom?
L
a. Describe all development activities you propose (for j,
example, building a home, motel, marina, bulkhead,
or pier). Maintenance & renovation of, existing
bulkhead j2]?rS, nnnQtrnntion of hoat
f. Dic , cnsions 'of spoil disposal area
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N„/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? No -
If so, where? N/A
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? N/A
1. Amount of fill in cubic yards N/A
m. Type of fill material N/A
n. Source of fill material
N/A
o. Will fill material be placed on marsh or other
wetlands? N/A
p. Dimensions of the wetland to be filled N/A
q. How will excavated or fill material be kept on site
and erosion controlled?
N/A
r. What type of construction equipment will be used
(for example, dragline, backhoe, or ydraulic
dredge)? ?A
s. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
7 SHORELINE STABILIZATION
a. Length of bulkhead or ripmp +W-3-1, i l sp. 7
c. Shoreline erosion during preceding 12 months, in
feet n'
d. Type of bulkhead material Salt treated pine
e. Amount of fill, in cubic yards, to be placed below
meanhighwater 175 ru/yda
f. Type of fill material Sand
8 ADDITIONAL INFORMATION
in addition to the completed application form, the follow-
ing items must be submitted:
A copy of the 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
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
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 18 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
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
b. Average distance waterward of mean high water or
normal water level 92
Form DCM,',AP-2 .
MARINA
MAINTENANCE PROJECT
DEVELOPMENT
Attach this form to Joint Application for CAMA Major
Permit. Be sure to complete all other sections of the
Joint Application which relate to this proposed project,
including upland areas, even if duplicative. All shore-
based facilities must.be. included in application and work
plats.
f. Describe the typical boats to be served (for example.
open runabout. charter boats, sail boats, mixed
types) Power & Sail Yachts
35-40,
g. Typical boat length
h. Maximum boat length
70'
1 MARINA CHARACTERISTICS
i.
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will se marina be open to the general public?
C.
d.
e.
If there is residential development associated with
the marina, how many units or lots are planned?
N/A
Check all of the types of service to be provided.
X Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet sli pps") only
Numberof slips 1,0091' of "side tie warts"
Dry storage
Number of boats
Boat ramp(s)
Other (describe) Transit marina, no
permanent docking
Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
and/or channel
X Open water, no dredging required
Other (describe)
Are any floating buildings planned? Nn
If so, describe.
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities which
will be included in the proposed project.
X Office toilets
X Toilets for patrons
Number
l cation ain uilding
Showers
1 Boat holding tank pumpout
Type and location Connected to City Sewer
b. Describe treatment type and location for all sanitary
wastewater. Pumced to ??' ty sP-
'iui?p Y ?1w fa'?.. •'?" t,': ?? k1? 1P1hG?'tc
c. Describe solid waste, fish offal, and trash disposal.
-Disposal by no mi g 1 marl Pr hi-Wine ly
'/89
Marlen C. Robb & Son
Boatyard & Marina, Inc.

May 19, 1992
Ms. Deborah Sawyer
Division of Coastal Management
Carolina Avenue
P. 0. Box 1507
Washington, NC 27889
Dear Ms. Sawyer:
As requested by you, through our consultants at
Bissell Associates, I am providing the following
assurances to you:
1. All engine work will be performed either on the
yacht or in our engine shop. No engine work
will be performed on the boatyard grounds.
2. A tarp will be used to cover the ground when
painting and/or sanding is performed on yachts
in our boatyard.
If you have any further inquiries please do not
hesitate to contact me. Your cooperation in expediting
your services will be greatly appreciated.
Sinc rel O,,J M rl n C
MCR,Jr/der
316 East Front Street • Belhaven, Borth Carolina 27810 • [phone] • FAX [phone]

MAY 12 •' 92 14:46 MARTIN WALTER
he FEIN ASANDER
Fhe compact
tool from FEIN
for pressure-
free sanding.
This is the FEIN SANDER,
shown actual size. From end
to end (including sanding
rd) it measures all of
S mm/107A6': And ready
to use, it weighs no more
than 1.35 kg/3 lbs. A minia-
ture technlU miracle, this
highly practical high-perfor-
mance power tool. First of
all, its convenient dimen-
sions and triangular sanding
pad enable it to be used on
areas previously requiring
laborious manual or even
fingeroniy work with sand-
paper. Second, its low weight
In conjunction with new
sanding technology insures
precision response. In other
wise inaccessible corners, on
and on fine profiles.
Third, the effort needed to
achieve a neatly sanded
surface is obtained entirely
from the generous power of
the FEIN SANDER, relieving
the operator's arm comple-
tely. The FEIN SANDER
tackles every task accura-
tely, rapidly and highly
effectively, with virtually no
contact pressure required..
Fourth, the FEIN SANDER.
can be equippod with a
sawing set for safe cutting of
butt joints on wooden
window frames, for instance.

r,.. ' pneumadc
'•?.f, ..., .4 . FEIN SANDER
r.,.:?, .. :..,:......? Type MOx 6-21
'MAY 12 '92 14:45
0
MART I N WALTEP Grl, 1 tq.': ih? Eti1?, G?,
for coarse -or fine
? 750 Wand sanding of medium
8///6// Ro
r"Y San d large surfaces
•e tai I~eaujnrt
t^15as?Qer: with direct dtist extraction for perfect,
dust-ree sandm-
MSf 649-2 a MSfe 649-2 a MSI 649-2 b
FEIN electronic (variable speed) _ Lb]
3.4/3.6 is 150/2QO rim 7'.5/7.9 Ibs .-750 W ? 800-4000 6, / g,? _
Technical Dam MSf 619-2 a M5h 4t9 2 a MV 649-2b
Order Reference 22072 220.73 ZZO 71 oA
CurrerltNoitxsaart+"enry -
Input Watts
Output Watts
Speed, no?oad R.P.M.
ase connsNon mm/In.
Cable m/ft
Net weight kg / lbs.
Flexible
sanding pad 0 mm/ln.
Shift thrsad
iioj? n%c 311!o •'•'0/w
750 750 750
3A/7.5 3.617.9 3.317.3

4$0 480 4$b
2300 500-2300 4000
3211'/1' 32 / 1'/1' 32 J 1'/1'
5/16.4 5i16.4 5/16.4

20018" 200 / 5" 150 / b'"
M14 M14 M14
Sanding pads and sand papers on pages 10 and 11
Dust extractors/vacuums on pages 14 and 15
fto
0 I`i5fe 649-1 a with elec
* Ideal for sanding large
40 High =ding rapacity on
0 Can 21sc. he uxeci an DC
1 l...? _• • . ??l.». .7?n??MCf
0 Aluminium reinforced
conic (variablP) speed con-
• Metal gear head.
tra for #Etfi output even at
ny„r 5p2kdt..
prevent overloading (220 V
lleicra sand paper or with
rubber ring clamping systam_
area.
ail materials (e.g. filler, paint,
p.F.P., woad.
.*.Ufi"Ift n*_ lraot 1"ISfe).
polyamide motor housing-
Mover protection plug to
only).
0 Price includes:
! hand guard
1 protective extractor hood
'i set of wrenches
1 side handle

Asee mtimi Ce Itt '
Current
Input Watts
Strokes per minute
Stroke mm / in.
Hose connection mm/in.
Cable m / fc
Net weight kg/ lbs.
A = 445 mm; 17'11" MSf
A -466 MM; W'11" t1Sfe
6 at 14S mm; S "Al"
C w. 81 mm;
o w Zoon So mm; Q" i v
LLy 7 f
=A9rsu "9t:o
S00
20000
2.4 Phi"
37,11;4„
4/`13.1
2.8/6.2
ALV 1b
"%6 2/10
500
14000
5 /'/V
32/1'/:"
4/13.1
2.8 / 6.2
Sanding pad mm 11S X 225
In. 4'/i' x 87/.,'
Dust extractors/vacuums on pages 14 and 15

A = 3M mm; 1214" H - 66 mma Vie
a s;04,S mire 8 ltu' 0 225 mm; 871I"
11S X 225
41A" X 814"
Uz) -vibration osUilating sanders vilth external dust
extraction and rapid paper clamp.
ee Ct"geovtr co velrro 0 Fibeglass reinforced
p-iner with all-around dust
l
b pol• ride motor housing.
h
i
h
b
b
ow).
e
extraction. (See illust Car
rus
es w
t
on
MSs 641 a, low-speed, for automatic switch-off.
coarse sanding, eg. filler; lac-
i
d
t
n
.
quer, pa
, woo
to MSs 641.6, high-speed, for 1v Price includes:
fine- sanding work, e.g. ve- Dust bag
neer, furniture, metallic paints, second handle
fine sanding, finishing. s sanding sheers
* Optimum dust extraction
with good sanding cap city
In usI.
J+
f
i'.eeesmmende:d Accessories:
` I7u?i extractors/vacuums
with auEomadc starting
.: PM suctirx, hose
r` 5 rn 116.4 k long;
'? • :y 32 mm /viii g _?...__.
Order Reference 92013_
- Technical Data on pages 14

MAY 12 '92 14:44 MARTIN WRLTER CO, I NC.
i11,

for coarse -or fine
ding of medium
asan nn sma!) sftu=f s
Random Orbit Sander, 3 80 W MS
f 636-'1
1.7kg/3.7 Ibs:40--380 W m«,1500,.12Sl150 mm;,S"/6"

Technical Data MY 636-1
Order Reference 22.07 8
"
Current Naimt"A r querx "°1ao ' s?'gse °/+
Input Wags 380
"d, no load P.P.M. 7900
Output Watts
Hose connection mmAn. 190
32/1Ile
Stroke mm/in. 6.41'/,6 "
lee m/ft.
b 5 / 16.4
t weight k&A
N
s 1.7/3.7
A
.
Sanding pad dim. m 1
Price includes:
1 protective extractor hood
1 eccentric head for sanding pad 0 150 ram / 6"
Order Reference 312 07163 013
1 sanding pad, medium
1) On request: Eccotrk Msd for 0125 mm 15" sanding pad
Order Rdterenx 312 07 149 014
SY
I
wr274mm:10'`A.*
DE?
5peta; I~eatar?s
Sworg, universal, random orbit sander with direct duct
extraction.
& Velcro sanding sheets or
with rubber ring clamping
system.
?? H.ph sanding capacity on
all materials.
Aluminium reinforced
poiyamide motor housing.
e price includes:
1 protective extractor hood
1 eccentric head for sanding
rd 150 mm / 6" rn
sanding ad for
150 mm /
velcro fastening
1 set of wrenches
R,:cornmended Accessories:
Dust extracwr 92013
vi&j titornatk starti:z and
suc,ofin hose 5 mi It?.4 k long;
A r 274 mm;1?''i;b `
g r 165 mm;
C = 6S mm; Z `',,.,
iW mm; a" Dust v!xV,aaors/vaCUUMS pages 14115
14

j
MAY 12 192 14:47
MARTIN WALTER `0, I N
`- 1
TechoW Dicta
Order Reference
Volts! Hz 92013
220 / 501110/60
Current
Input Waus
Umin t drn 1000
3400 / 120
Air flow
Vacuum mbar / psi 230 / 3.4
Container volume
/ i/ It 9
14130
Net weight kg
s. .
with automadc starting
and suction 110" 5 m 116A ft. long;
32 mm/1/.' 0
Recommended Accessories
Spare Filter Cartridge _
Cdr Kok-mw 3 0 22 192 00 7
Spare Fllonr a?_ ,.
3 13 22 190 00 5

Dust extractor
1000-1100 Watts
?8c= rllcai lam __.. __...._.u. .
Ref?N Ci
Volts / Nx
220/501110/60
uyc'srat
input Watts
i / min / dm 1000-1100
3400 / 120
Airovr
Vacuum mbar 1 230 / 3.4
Container vol jine f / 9,
/ E???
k 48 / 12.6
2
2 t 48.5
Jri Welgb .
g .
Aso available with
aL14rr,auC ,zarurig t:; n? 1 t
i
# ,ec uRt?,+ersrleti Accessories ,
Spare Flicer Carvid dge?
:2 191 [,. 1
4 rare Miter- Sag
3. 13.22 189 YJ 1
Dust Extractor
1000 Watts

MAY 12 '92 14:46 MARTIN WALTER CC' • 1 1110
a a ,.
FEINASANDEK
..?...'?' '. ? try _.. ._..
MSx 636
electric :r,eumati:
Technical Data:
Order Reference 22918 . Order Rtftrenoe
ressure bar; psi
ki
W 52907
6/86
Current .., ng p
or
%00Input Watts 150 A.ir consumptlon
r±n3imin; cfm
0.19; 6.7
Oscillations
of sanding pad per minute 20.000
4
5116
c,r sanding pad per minute
20.000
.
Cable m /h.
Net weight kg/lbs. 1.3S/2.9 Hose size ? mm/in.
il kg/ibs
W
l
Nl 81 sho"
0.8511.9
Sanding pad dimensions,
8013W
mm/In >
et
e
g
'x1oding paI dimensions,
`
.
corner to Corner
Price without dust extraction :•.orner to corner mm i jn. h"
80,' 3
price Without dust extmaion
Price includes:
f'ric. i-?ri?,itiea:
Tool case o,^t tale
1 wreACh
Sanding pad (not perforated), with velcro ` wrench
=t perforated), %vith velcro
ad (rat
r:dir
10 sanding sheets each grit size 60, 80,120 .
g p
la
'U sanding sheets each grit size 60, 80,120
Accessories: MSx 636, MOx 6-21
Sanding sheets
Corundum p'aptr, synthetic resin bonded, open scatter
paper for wood. metal, fibergla$s, ptaetic, soldering joints,
filer, paint, and leather.
Order Reference

Grit

u5
Velcro
ak of 50 Order Reference

FSA (USA/ Gsr,tda)
_
Euro . _.
36 36 6 3717 086 010 6 3717 094 012
40 40 6 37 17 081 01 8 6 3717 095 016
60 60
e4 6'37 W 082 4`11
6 3717 083 015 6 3717 096 019
6 3717 097 013
80 e-I Of ACa A4 1 R 17 17 098 011
Ver4T'O Order Reference
,r;l
??':' ? }?ask of 5(i F'SA (USA IQnada)
..._
2?0 2)z 6 37 17 (189 016 6371702 01 8
24C 230 6 37 17 490 018
6 37 17 091 01 7 6 37 17 103 012
6 3717104 010
281 240
3 yt} 2:?k 6 37 17 092 010 6 37 17 105 0`14
4q; 6 37 17 093 01 4 6 37 17106 01 7
Spare sanding pad 2 per pack, not perforated
i c!.--nain? ?crtw anti 1 crop spr!n;
Order Reference
1%1..

`- MAY 04 '92 07:48 CARTER AR.CHIE HHS'bLLL
ix-awn n:
4 * r
?ttjtnr
fr. aiharlra t®. ?tapeltt
xvwn ?itttnttger
£raugbn
Gavib It.
mown f9lttrk
!EO<" 3.ADams
v,. B carte-r. 7r.
xvst Office Drawer 2187
Washington, NC 27889
Vu: .:.,lhaven Marina
?i'_ i::?:?be : ] 1 191

Relbaujen
Qlman ( outtrU
3 9,11, W-Vtul. sr.. filaaarfro-otm
$mtnte X lawers
Wants 19. Iiobvis
Fronk Ambrnst, s
Wubg E. Ants

T

Bear Mr. Robby •t:The properties of Belh?iVen Max a-re- in the. Marine
Business (MD) zoning disti16.t,, '-TYi3"` r isi~ i.?t `' s,established to
pi ovide for the order'ly? devc?lopmeni:` uses W -,- ch t require a waterfront
location or serve' marine 71 nterestTfie propertle's'of Belhaven
-.$plha ven zonin
Marine, Inc. are in' 'comp3?:anc_e•.w?th..???`Towrf«o K 9
ordinance. Acquisition:. of the ?elAverr'•b%ari.ne.?,,..Inc. real property
in Belhaven, North Caroli.na,_jby- new- gwner,,.Lw-ctnVthe continued
operation-of those proper -ies..as•• a,: mazina`-and 4as' boat repair
facilities by the new owner, Wi12-.'not gonstztu?e a violation of the
Town of Belhaven' s zoning ordinandds
If I may be of further assis?`anc?, ^p?ease let !ne know.
?.Sincer ` i
David R. ra?r n
Town Manager
DRD/mja
xc: Mr. Louis Martin, Code Enforcement officer
fast (I)ffice 6ax 22D. Sethnueti. North (gataltnu 2711111 (.9 19)943-31155 + tai 1913) 9Q3-??57 . .
ji.laba.t,ca taa?

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Branch
Action ID. 199202352
Marlen C. Robb and Son
Boatyard and Marina
316 East Front Street
Belhaven, North Carolina 27810
Gentlemen:
June 5, 1992

J JUN 2
12
On February 11, 1991, we renewed general permit No. CESAW-C080-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received June 2, 1992, for Department of the
Army authorization to replace piers, boardwalks, dolphins; replace and
backfill bulkheads; relocate fuel tanks and install fuel stations and
construct a travel lift area associated with full service, commercial marina
facilities on Pantego Creek, Belhaven, Beaufort County, North Carolina,
indicates it to be a candidate for Federal authorization under this general
permit. Accordingly,'the administrative processing of your application will
be accomplished by the North Carolina Division of Coastal Management.
Comments from Federal review agencies will be furnished to the State.
If your application must be withdrawn from this general permit process for
any reason, you will be. informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your. application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199202352
and will be coordinated by Mr. Norm Sanders, Washington Field Office,
Regulatory Branch. He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished (without enclosure):
Raleigh, North Carolina 27611-7687
Mr John Dorney \
W er Quality Section
ivision of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Ms. L. K. (Mike) Gantt
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
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. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
U.S. Fish and Wildlife Service Mr. John H. Rodgers
Fish and Wildlife Enhancement Bissell Associates
Post Office Box 33726 Post Office Drawer 1068
Raleigh, North Carolina 27636-3726 Kitty Hawk, North Carolina 27949
4JW
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
June 5, 1992
Regulatory Branch
Action ID. 199202352
Marlen C. Robb and Son
Boatyard and Marina
316 East Front Street
Belhaven, North Carolina 27810
Gentlemen:
LJ uJ
UN 1 21992
L?I
DS
WETLAN GROii
WATER (JAI ITY SEPTJ,!Kr
Reference your application for Department of the Army (DA) authorization
to replace piers, boardwalks, dolphins; replace and backfill bulkheads;
relocate fuel tanks and install fuel stations and construct a travel lift area
associated with full service, commerical marina facilities on Pantego Creek,
Belhaven, Beaufort County, North Carolina.
on February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
,A
-2-
I This information is essential to our expeditious processing of your
application and it should be forwarded to us by July 6, 1992. Also, a copy of
this information must be sent to the North Carolina Division of Environmental
Management to enable them to adequately evaluate your application for a Water
Quality Certification pursuant to Section 401 of the Clean Water Act.
If you have questions, please do not hesitate to contact Mr. Norm Sanders,
Washington Field Office, Regulatory Branch, telephone [phone].
'Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
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. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
Mr. John H. Rodgers
Bissell Associates
Post Office Drawer 1068
Kitty Hawk, North Carolina 27949
Mr. J n Dorney
Div' ion of Environmental Management
No th Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO July 8, 1992
Regulatory Branch
Action ID. 199202352
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
Dear Mr. Parker:
Reference the application of Marlen C. Robb and Son Boatyard and Marina,
represented by Bissell Associates, for a Department of the Army permit to.
replace piers, boardwalks, dolphins; replace and backfill bulkheads; relocate
fuel tanks and install fuel stations and construct a travel lift area
associated with full service, commerical marina facilities on Pantego Creek,
Belhaven, Beaufort County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. Bulkheads will be repaired/replaced in strict accordance with permit
plans. To prevent an unintentional violation of this authorization,
representatives of the North Carolina Division of Coastal Management and the
Corps of Engineers will be available to stake bulkhead alignments prior to
construction.
b. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
c. The fill material will be clean and free of any pollutants except in
trace quantities. Metal products, organic materials, or unsightly debris will
not be used.
d. No vegetated wetlands will be excavated or filled.
e. No attempt will be made by the permittee to prevent the full and free
use by the public of all navigable waters at or adjacent to the authorized
work. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
f., The permittee must install and maintain, at his expense, any signal
lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, on authorized facilities.

-2-
g. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit. The permittee is
not relieved of this requirement if he abandons the permitted activity without
having it transferred to a third party.
h. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
i. This permit does not authorize interference with any existing or
proposed Federal project.
j. This Department of the Army permit does not obviate the need to obtain
other Federal, State, or local authorizations required by law.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
/Mr. John Dorney
Water Quality Section
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 Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
L-22-1992 10=02 FROM
M'

AV
EHNR WASH REG OFFICE TO 1919'r i i 1 j 5i i Fl. 01
Post-It- brand fax transmittal memo 16711 # of pages -
• State of North Carolina
Department of Environment, Health and Natural Resources
Northeastern Region
1424 Carolina Avenue, Washington, North Carolina 27889-1424
James G. Martin, Governor Lorraine G. Shinn
William W. Cobey, Jr., Sechemry Regional Manager
CERTIFIED MAIL DIVISION OF ENVIRONMENTAL MANAGEMENT
RETURN RECEIPT REQUESTED June 5, 1992
Mr. Marlen C. Robb:
Belhaven Marina
316 East Front Street
Belhaven, North Carolina 27810
RE : NO'T'ICE OF VIOLATION
Discharge of Petroleum Products
Belhaven Marina
316 East Front Street
Belhaven, North Carolina
Beaufort County
Dear Mr. Robb:
North Carolina General Statutes, Chapter 143, authorizes and
directs the Environmental Management Commission of the Department of
Environment, Health and Natural Resources to protect and preserve the
water and air resources of the state. The Division of Environmental
Management has the delegated authority to enforce adopted pollution
control rules and regulations.
Based upon a site Investigation by staff members on may 28, 1992
at the subject facility, the Division has reason to believe that the
Belhaven Marina is responsible for activities resulting in
noncompliance with North Carolina law:
1- Fuel stains were observed on the ground under the above ground tanks
in the trash dumpster area;
2. Fuel stains were observed on the ground at pipe joints in the fuel
distribution system;
3. Fuel products were observed discharging from a delivery hose,
resulting in a sheen on surface waters; and
4. Fuel products were observed discharging from several dispensers.
P.O. Box 2188, Washingoon, North Carolina 27889-2188 Telcphone 919?9466481 FAX: [phone]
Y
An Equal Opportunity AfRrmam+e Action Employer
JUL-22-1992 10:02 FROM EHNR WASH REG OFFICE
Notice of Violation
Mr. Marlen C. Robb
June 5, 1992
Page Two
IU 1?1?'f551S5ri r.UZ
The specific violations noted are as follows:
Oil Pollution and Hazardous Substances Control Act of 1978 et sec.
(General Statute 1143-215.75)
1. G.S. 143-215.!83 Discharges
(a) unlawful' Discharges- It shall be unlawful except as otherwise
provided in this part, for any person to discharge, or cause to be
discharged, oil or other hazardous substances into or upon any
waters, tidal flats, beaches, or lands within this State, or into
any sewer, surface crater drain or other waters that drain into the
waters of this State, regardless of the fault of the person having
control over :the oil or other hazardous substances, or regardless
of whether the discharge was the result of intentional or
negligent conduct, accident, or other cause.
The Division of Environmental management is authorized by the
Environmental; Management Commission (EMC) to require collection
and removal of any unauthorized discharge of oil or other
hazardous waste into or upon the lands or waters of the State.
The following section in the Pollution Act is relevant to removing
prohibited discharges.
2. G.S. 143--215.84 Removal of Prohibited Discharges
(a) Person discharging - Any person having control over oil or
other hazardous substances discharged in violation of this article
shall immediately undertake to collect and remove the discharge
and to restore the area affected by the discharge as nearly as may
be to the contrition existing prior to the discharge.
North Carolina Administrative Code Title 15A Subchapter 2L
Classifications and Water Quality Standards Applicable to the
Groundwaters of North Carolina
1. NCAC 2L .0103 (-d)
No person shall conduct or cause to be conducted, any activity
which causes the concentration of any substances to exceed that
specified in Mule .0202 of this Subchapter, except as authorized
by the rules of this Subchapter.
2. NCAC 2L .0202 (C)
Substances which are not naturally occurring and for which no
standard is 'specified shall not be permitted in detectable
concentrations in Class GA or Class GSA groundwaters.
'JUL-22-1992 10:03 FROM EHNR WHSH KEU UFFICE
Notice of Violation
Mr. Marlen C. Robb
June 5, 1992
Page Three
I U 1717 (1:0J1 -J-)O r. eiJ
Specifically, to borrect the above violations, you must perform the
following:
1. Conduct a Site Assessment to determine the horizontal and vertical
extents of groundwater and/or soil contamination. The assessment
should address Sections 1-7 of the attachment entitled "Outline
for Evaluatioan of Site Characterization Data and Remedial Action
Plans for Groundwater Restoration" or Items 1-5 of the attachment
entitled "Prolcedural Checklist & Technical Guidelines for Release
Response and Corrective Action for UST Systems." Be advised that
a permit to construct monitoring wells is required from the
Department (application attached).
All groundwater samples shall be analyzed for the presence of
heating oil :type constituents. It is recommended that the
analyses be run as per EPA Method 610/625 or other comparable
analyses to yield concentrations of those parameters listed above.
Your assessment report must be submitted for review within ninety
(90) days of receipt of this letter.
2. You are required to submit to the Department for review and
approval a dorrective Action Plan (C.A.P.). The C.A.P. must
address Sections 8-10 of the attachment entitled "Outline for
Evaluation of'Site Characterization Data and Remedial Action Plans
for Groundwater Restoration" or Item 6 of the "Procedural
Checklist and Technical Guidelines..." The plan should address the
recovery and disposal of all contaminated soils, liquids, and
dissolved fractions. The plan should also show the location of
the disposal ;site and indicate an approximate timetable for each
phase of the job.
Unless it can be demonstrated that residual contamination in the
unsaturated gone will not result in violations of underground
water quality standards or perpetuate any existing violations, all
soils -containing 10 parts per million (ppm), or greater, of Total
Petroleum Hydrocarbon Content must be removed and/or treated. Any
proposed plan for the removal and disposal and/or treatment of
contaminated soils requires approval by this section.
Corrective Action Plans submitted to our office for review must be
accompanied b+p all documentation, maps, letters of agreement (for
example, disposal site agreement), etc. All analyses, testing
methodologies, monitoring plans, and procedures to be encountered
during remediation must be addressed in the C.A.P. You may want
to consider peeking expert advice and/or assistance with this
JLJL-22-1992 10:03 FROM EHNR WASH REG OFFICE
Notice of Violation
Mr. Marlen C. Robb
June 5, 1992
Page Four
IU 1J1?'(551SSti t. U4
phase of the investigation. For information on available
consultants and engineers, you may desire to contact the
Consulting Engineers Council of North Carolina at [phone].
Your Corrective Action Plan must be submitted for review within
teen (1 5_) ida. _s-af ter-app -o- va-1-off you- r-s-rt-e-a??ess?nerit .
Failure to respond within the time specified and to voluntarily
achieve complianc4i may result in the issuance of a proposed penalty
assessment by the Director under authority of G.S. 143-215.91, which
provides that a cavil penalty of not more than $5,000.00 may be
assessed against airy person who intentionally or negligently discharges
oil or other hazardous substances, or knowingly causes or permits the
discharge of oil in violation of G.S. 143-215.7 et-sea, If any action
or failure to act is continuous, each day may be considered a separate
violation.
You should contact us within ten days of receipt of your intention
to comply. Your response and/or questions should be directed to me or
to Willie Hardison, Regional Groundwater Supervisor, at the Washington
Regional office at [phone].
Sincerely,

fjMfi XLA ; Prp/IKM
Enclosures
Jim Mulligan
Regional Supervisor
cc: Incident Management Unit
Department of Justice
1 Water Quality ( 2 copies )
Office of Coastal Management
WaRO File
t7

a
IJJL-22-1992 10:04 FROM EHNR WASH REG OFFICE lu Zy1y'rsslss?s r.e?
` SEWD
t'.onmoktsRiearna t &W& 2 for addhienal asrv6om i also wish to rseeive t6
. • Complete forms 3, and r i b. fdkmAnp servicn (for an extra,
• Plot yotlr nM* and addWs an No rowrae of this farm as t% ft ws ern fee):
return thin Card to you.
• Atta0lt this form to to *we of tm mrapl6m, or m ft bear if spa* 1. D Addtessee's Addtasa
does not poin'
• wnt. •'R.nrn aaoelot Raquaeted" on tro met?laCe Oebw ttr. ardele nunioar 2, [3 Itesvictad Delivery
. • w Ast d ft•ceipt r•es --- - ' s you tits &W-09 01 the moon Consult aster for tee.
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PS Form . November i frUA. QP&. topt?7.OS DOMESTIC RETURN RECEIPT
;fjkl'?P 094.067 416
Receipt for
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Do not use for international Mail
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• JUL-22-1992 10:04 FROM EHNR WASH REG OFFICE
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S JUL-22-1992 10:05 FROM EHNR WASH REG OFFICE TO 1ylyrsslss?
SEMIVOLATILE ORGANICS REPORT - DEM LAS
r"
LAB NUMBER:2G620
REPORTED BY 0
CHECKED BY
REVIEWED Bit
SAMPLE TYPE. SEDIMENT
CAS NUMBER.;
108-95-2
111-44-4
95-57-8
541-73-1
106-46-7
100--51-6
95-50-1
95-48-7
108-60-1
106-44-5
621-64-7
67-72-1
98-95-3
78-59-1
88-75-5
105-67-9
65-85-0
111-91-1
120-83--2
120-82-1
9120-3
106-47-8
87-68-3
59-50-7
91-57-6
77-47-4
8806-2
95-95-4
91-58-7
88-74-4
131-11-3
208-96-8
606-20-2
99-09-2
83-32-9
51-28-5
100-02-7
132-64-9
121-14-2
84-66-2
7005-72r-3
86-73-7
100-01-6
534-52-1
TQL
X 10
660
660
660
660
660
1300
.660
660
660
660
660
660
660
660
660
660
3300
660
660
660
660
1300
.660
1300
660
660
660
660
660
3300
660
660
660
3300
660
3300
3300
660
660
660
660
660
3300
3300
r. U'fl
SUPERVISOR LAB #:2G620
DATE
ENTERED BY
CHECKED BY
DILUTION FACTOR: 10
CONC.
ANALYTE NAME UG/KG
PHENOL
SIS(2-CHLOROETHYL) ETHER
2-CHLOROPHENOL
1,3-DICHLOROSENZENE
1,4-DICHLOROBENZENE
BENZYL ALCOHOL
1,2-DICHLOROBENZENE
2-METHYL PHENOL
BIS(2-CHLOROISOPROPYL) ETHER
4-METHYL PHENOL
N-NITROSO-DI-N-PROPYLAMINE
HEXACHLOROETHANE
NITROBENZENE
ISOPHORONE
2-NITRO PHENOL
2,4-DIMETHYL PHENOL
BENZOIC ACID
BIS(2-CHLOROETHOXY) METHANE
2,4-DICHLORO PHENOL
1,2,4-TRICHLOROBENZENE
NAPHTHALENE
4-CHLOROAN*LINE
HEXACHLOROBUTADZENE
4-CHLOR0-3-METHYL PHENOL
2-METHYL NAPHTHALENE
HEXACHLOROCYCLOPENTADIENE
2,4,6-TRICHLORO PHENOL
2,4,5-TRZCHLORO PHENOL
2-CHLORO NAPHTHALENE
2-NITROANALINE
DIMETHYL PHTHALATE
ACENAPHTHYLENE
2,6-DINITROTOLUENE
3 --NITROANAL INE
ACENAPHTHENE
2,4-DINITRO PHENOL
4-NITRO PHENOL
DISENZOFURAN
2,4-DINITR0TOLUENE
DIETHYL PHTHALATE
4=CHLOROPHENYL PHENYL ETHER
FLUORENE
4-NITROANALINE
4,6-DINITRO-2-METHYL PHENOL
u
ti
u
U
.U
U
U
U
U
U
U
U
U-
U
U
U
U
U
U
U
U
U
U
U
U
V
U
U
V
U
U
U
U
U
u
u
U
u
U
U
U
Ul
U
U
` JUL-22-1992 10:06 FROM EHNR WASH REG OFFICE l u 1y1?'f 5 51 5 5th r. lAd
SEMIVOLATILE ORGANICS REPORT DEM LAB
86-30-6 660 N-NITROSODIPHENYLAMINE U
101-55-3 660 4-BROMOPHENYL PHENYL ETHER U
118-74-1 660 HEXACHLOROBENZENE U
87-86-5 3300 PENTACHLORO PHENOL U
85-011-8 660 PHENANTHRENE U
120-12-7 660 ANTHRACENE U
84-74-2 660 DI-N-BUTYL PHTHALATE U
206-44-0 660 FLUORANTHENE U
129-00-0 660 PYRENE U
85-68-7 660 BUTYLBENZYL PHTHALATE U
91-94-1 1300 3,3'-DICHLOROBENZIDINE U
56-55--3 660 BENZO(A)ANTHRACENE U
218-01•-9 660 CHRYSENE U
117-81-7 660 BIS(2-ETHYLHEXYL) PHTHALATE- U
117-84-0 660 DI-N-OCTYL PHTHALATE U
205-99-2 660 BENZO W FLUORANTHENE U
207-08-9 660 BENZO(K)FLUORANTHENE U
50-32-8 660 BENZO(A)PYRENE V
293-39-5 660 INDENO(1,2,3-CD)PYRENE U
53-70-3 660 DIBENZO(A,H)ANTHRACENE U
191-24-2 660 BENZO(G,H,I)PERYLENE U
OTHER SEMIVOLATILE ORGANICS FOR SAMPLE NUMBER : 2G620
49 PEAKS DETECTED BY GC/MS, 20 LARGEST PEAKS:
ALKANE 11000 B
ALKANE 16000 E
ALKANE 29000 E
ALKANE 18000 E
ALKANE 26000 E
ALKANE 36000 E
ALKANE 27000 E
ALKANE 64000 E
ALKANE 24000 E
ALKANE 32000 E
ALKANE 22000 E
ALKANS 20000 E
ALKANE 11000 E
UNIDENTIFIED 11000 E
UNIDENTIFIED 14000 E
UNIDENTIFIED 11000 E
UNIDENTIFIED 15006 E
UNIDENTIFIED 7800 E
UNIDENTIFIED 19000 E
UNIDENTIFIED ._56-0-
ESTIMATED CONCENTRATION RANGE OF DIESEL(FUEL OIL) 1100000 UG/KG
TQL= TARGET QUANTITATION LIMIT
' ?
T= TENTATIVELY IDENTIFIED ESTIMATED CONCENTRATION
E= ESTIMATED CONCENTRATION
7
U= COMPOUND ANALYZED FOR NOT DETECTED v$A,0 ) ?•q ,.? /dam-:,.w.
N COMPOUND NOT ANALYZED FOR i
D= DETECTED BELOW QUANTITATION LIMIT
H= HOLDING TIME EXCEEDED
TQL SUBJECT TO CHANGE DUE TO INSTRUMENT SENSITIVITY
JUL-22-1992 10:06 FROM EHNR WASH REG OFFICE TU 1ylyrsslss? r.ey
EINR/DEN LABORATORY
VOLATILE ANALYTICAL REPORT
LAB NO. 2G 620
UNITED BY SUPERVISOR
C$'BCKED B DA?B
RIVIBYED BY ENTSRED BY
CBECEED BY
SAMPLE TYPE: SIDININ? ANALYSIS EISULTS
CASd VOA TARGET CoNPOUND TQL DETECTED CAS# VOA TARGET COMPOUND TQt DETECTED
ua/Ka ua/1ta uq/Ka__ __ . uaiRa
75.35-4 I,1-Dichloroetbene 450 U 96-18-4 1,2,3-Trichloropropane 150 U
75-09-2 Nethylene Chloride 150 U 108-86-1 Bromobeszene 600 U
156-60-S trans-1,2-Diebioroethene 450 U 95-49-6 2-Chlorotoluene 150 D
75-34-3_ 1,141chloroethane .. I50- 0 106-43-4 - 4-Cbiorotaluens ISO 0
590-20-7 2,2-Dichloropropane 150 a 541-73-1 1,3-Dichlorobenzene ISO U
156-59.4 cis-1,2-Dichloroethene ISO U 106-46-7 1,4-Dichlorobemzene 150 U
67-66-3 Cblorofon 150 0 95.50-1 1,2-Dichlorobenzese ISO U
74-97-5 Brosochlorosethane 450 9 96-12-8 1,2-Dibroso-3-Chloropropane 600 U
71-55-6 1,1,1-?richloroethane 150 0 120-82-1 1,2,4-Trieblorobentene ISO U
563-58-6 1,1-Dichloropropeae 150 U 87-68-3 eeaachlarobutadiene 150 U
36-23-5 Carbon Tetrachloride 450 D 87-61-6 1,2,3-trichiorobenzene 450 U
107-06-2 1,241chloroethane 150 U 1634-04-4 Methyl-tent-butyl ether 3000 U
79-01-6 Trichloroetbene 150 U 71-43-2 Benzene 600 U
78-87-S 1,241chloropropane ISO U 106-88-3 Toluene 600 U
7S-27.4 Brosodichloromethane ISO U 100-41-4 Ethyl benzene 600 U
14-95-3 Dibrosozethane 600 H 108-38-3 m,p-tyleaes 600 U
10061-01-3 cis-1,3-Dichlaropropene 150 0 95.47-6 o-Yylene 600 D
10061-02-6 trans-l,3-Dichloropropene 150 U 100-42-5 Styrene 600 Q
79-00-5 1,1,2-?richloroethane 150 U 98-82-8 Isopropyibeuzene 600 U
127-18-4 tetrachloroethene ISO U 103-65-1 a-Propylbenzene 600 a
142-28-9 1,3-Dichloropropane 150 U 108-67-8 1,3,54risethylbenzene 600 ?
124-48-1 Dibromachlaromethane 450 U 98-06-6 tert-Butylbenzene 600 Q
106-93-4 1,2-01brosoethaae 600 0 95-63-6 1,2,4-?risethylbenzene 600 ?
108-90-1 Chlorobenzene ISO U 13S-98-8 sec-Butylbenzene 600 U
630-20-6 1,1,1,2-Tetrachloroethane 150 U 99-67-6 p-isopropyltoluene 600 U
75-25-2 Bromoform 600 U 104-51-8 m-Butylbenzene 600 920 I ?
79-34-5 1,1,2,2-Tetrachlorcethane 450 U 91-20-3 Naphthalene 600 2400 I T
GASOLINE EANGE ES?INATBD TOTAL PETROLEUN aYDROCARBOI TQL 10 PPN DETECTED 90 PPN
TQL- Target Quantation Limit- Subject to Other purgeabies detected Detected
change due to instrument sensitivity (up to 10 highest peaks) uglK9
T- Tentatively Identified, not confirsed
I- Estimated Value NO VOLATILE ORGANIC COMPOUNDS DETECTED
U- Sauples analyzed for this compound but BY WILD
not detected
N- Sample not analyzed for this cospound 29 LATE ILUTING PEAKS DETECTED BY GCJPID
D- Detected below quantitation licit
N- GC/NS Analysis performed !RIPER TO SEMI-VOLATILES WOW
CONNINTS:
JUL-22-1992 10:07 FROM EHNR WASH REG OFFICE Iu iyiyrssl.sst? r.Ze
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JUL-22-1992 10:07 FROM EHNR WASH REG OFFICE Iu 1ylyrsslss?s r.11
SEMIVOLATILE ORGANICS REPORT - DEM LAB
LAB NUMBER:2G621 SUPERVISOR LAB #: 2G621
DATE : 2?
REPORTED BY
CHECKED BY kV ENTERED BY
REVIEWED BY CHECKED BY

SAMPLE TYPE: SEDIMENT DILUTION FACTOR:
CONC.
CAS NUMBER TQ.L ANALYTE NAME UG/KG
X 1
108-95-2 660 PHENOL U
111-44-4 660 BIS(2-CHLOROETHYL) ETHER U
95-57-8 660 Z-CHLOROPHEN L_. U_ ,
541-73--1 660 I , 3--DICHLOROBENZENE U
106-46--7 660 1,4-DICHLOROBENZENE U
100-51-6 1300 BENZYL ALCOHOL U
95-50-1 660 1,2-DICHLOROBENZENE U
95-48-7 660 2-METHYL PHENOL U
108-60-1 660 BIS(2-CHLOROISOPROPYL) ETHER U
106-44-5 660 4-METHYL PHENOL U .
621-64-7 660 N-NITROSO-DI-N-PROPYLAMINE U
67-72-1 660 HEXACHLOROETHANE ..u
98-95-3 660 NITROBENZENE U
78-59-1 660 ISOPHORONE U
88--75-5 660 2-NITRO PHENOL U
105-67-9 660 2,4-DIMETHYL PHENOL U
65-85-0 3300 BENZOIC ACID U
111-91-1 660 BIS(2-CHLOROETHOXY) METHANE U
120-83-2 660 2,4-DICHLORO PHENOL U
120-82-1 660 .1,2,4-TRICHLOROBENZENE U
91-20-3
' 660 NAPHTHALENE U
.
10647-8 1300 4-CHLOROANILINE U
87-6a-3 660 HEXACHLOROBUTADIENE U
59-50-7 1300 4-CHLORO-3-METHYL PHENOL U
91-57-•6 660 2-METHYL NAPHTHALENE U
77-47-4 660 HEXACHLOROCYCLOPENTADILNE U
88--06-2 660 2,4,6-TRICHLOR6 PHENOL U
95-95-4 660 2,4,5-TRICHLOR0 PHENOL U
91-S8-7 660 2-CHLORO NAPHTHALENE U
88-74-4 3300 2-NITROANALINE U
131--11-3 660 DIMETHYL PHTHALATE U
208-96-8 660 ACENAPHTHYLENE d
606-20-2 660 2,6-DINITROTOLUENE U
9909-2 3300 3-NITROANALINE U
83-32-9 660 ACENAPHTHENE U
51-28-5 3300 2,4-DINITRO PHENOL U
100-02-7 3300 4-NITRO PHENOL U
132-64-9 660 DIBENZOFURAN U
121-14-2 660 2,4-DINITROTOLUENE U
84-66-2 660 DIETHYL PHTHALATE U
7005-72-3 660 4-CHLOROPHENYL PHSNYL ETHER U
86-73-7 660 FLUORENE U
100--01-6 3300 4-NITROANALINE U
534-52-1 5300 4,6-DINITRO-2-METHYL PHENOL U
JUL-22-1992 10 08 FROM EHNR WASH REG OFFICE lU iyiy'r s1 say r.l?
SEMIVOLATILE ORGANICS REPORT -- DEM *LAB
86-30-6 660 N-NITROSODIPHENYLAMINE U
101-55-3 660 4-BROMOPHENYL PHENYL ETHER U
118-74-1 660 HEXACHLOROBENZENE tT
_
'87-86-5 3300 PENTACHLORO PHENOL U
85-01-8 660 PHENANTHRENE U
120-12-7 660 ANTHRACENE U
84-74-2 660 DI-N-BUTYL PHTHALATE U
206-44-0 660 FLUORANTHENE U
129-00-0 660 PYRENE U
85-68-7. 660 BUTYLBENZYL PHTHALATE U
91-94-1- 1300 3,3'-DIC2LOROBENZIDINE- U
56-55-3 660 BENZO(A)ANTHRACENS U
218-01-9 660 CHRYSENE U
117-81-7 660- $IS(2-ETHYLHEXYL) PHTHALATE U
117-84-0 660 DI-N-OCTYL PHTHALATE U
205-99-2 660 BENZO(B)FLUORANTHENE U
207-08-9 660 BENZO(K)FLUORANTHENE U
50-32-8 660 BENZO(A)PYRENE U
193-39-5 660 INDENO(1,2,3-CD)PYRENE U
53-70-3 .660 DIBENZO(A,H)ANTHRACENE U
191-24-2 660 BENZO(G,H,Z)PERYLENE U
OTHER SEMIVOLATILE ORGANICS FOR SAMPLE NUMBER : 2G621
ALKANS 640 T
ALKANE 790 T
ALKANE 1900 T
ALKANE 2000 T
ALKANE 930 T
ALKANE 1900 T
ALKANS 2000 T
ALKANE 1800 T"
ALKANE 1100 T
ALKANE 1800 T
UNIDENTIFIED 430 E
UNIDENTIFIED 430 E
UNIDENTIFIED 570 E
UNIDENTIFIED 2000 E
UNIDENTIFIRD 430 E
UNIDENTIFIED 390 E
UNIDENTIFIED 1700 E
UNIDENTIFIED 1400 X
UNIDENTIFIED 820 E
UNIDENTIFIED 0 $
EST. CONC. RANGE OF DIESEL(FUEL OIL) UG/KG 6000 E

TQL= TARGET QUANTITATION LIMIT
T= TENTATIVELY IDENTIFIED ESTIMATED CONCENTRATION
S= ESTIMATED CONCENTRATION
U= COMPOUND ANALYZED FOR NOT DETECTED
N= COMPOUND NOT ANALYZED FOR
D= DETECTED BELOW QUANTITATION LIMIT
H= HOLDING TIME EXCEEDED
TQL SUBJECT TO CHANGE DUE TO INSTRUMENT SENSITIVITY
$TUL-22-1992 10:08 FROM EHNR WASH REG OFFICE TO 1y1yrss1 s? r.1s
LAB 90. 20 621
REPORTED 91
MCEBD BY
8BVIAUD BI
MIS ME: SBDIUNT
BAR/DBR LABORATORY
VOLATIU ANALYTICAL ABPOtT
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ANALYSIS BESDL73
t
CASE OOA TAROT CORPOOED TQL D$TECUD CAS3 vu MUT CONPOW TO DSTICTID
ua/Ro UgIKa_ 9/Ata ualita

75-35-4 1,1-Dichlaroethene 4.5 0 96-18-4 1,2,3-Trichloropropane 1.5 0
7S-09-2 Rethylene Chloride 1.5 0 108-86-1 Brosobenzene 6 D
15640-5 trans-l,2-Dichloraethene 4.S D 95-49-8 2-chlorotolueae 1.5 0
75-34-3 1,1-Dichlorcethane 1.5 0 106-43-4 4-chlorotaluene 1.3 0
590-20-7 2,2-Dichloropropane 1.5 0 541-13-1 1,3-Dichlorobenzene 1.5 0
156-59-4 cis-1,2-Dichloroethene 1.5 D 106-46-7 1,441chlorobeazene 1.5 9
67-66-3 Chloroform 1.5 0 95-50-1 1,2-Dichlarobenzeae 1.$ Q
74-97-5 Bromochlorotethaae 4.5 0 96-12-8 42-Dibromo-3-chiorapropane 6 0
11-53.6 1,1,1-srichloroethaae 1.5 0 120-82-1 1,2,4-Tricblorobeatene 1.5 B
561.58-6 1,1-Dicbloropropene 1.5 0 87-68.3 Nerachlorobutadiene 1.5 0
56-23-5 Carbon Tetrachloride 4.5 0 87-61-6 1,2,3-Trichlorobenzene 4.5 0
107-06-2 1,2-Dichloroethaae 1.5 0 1634-04-4 Rethyl-tert-butyl ether 30 D
79-01-6 Triehloroethene - 1.5 0 71.43-2 Beam 6 0
78-87-5 1,2-Dichloropropaae 1.5 0 108-88-3 Toluene 6 D
75-27-4 Brosedichloroiethaae 1.5 0 100-41-4 Ethyl benzene 6 9
74-95-3 Dibromomethane 6 0 108-38-3 m,p-iyienes 6. 0
10061-01-5 cis-1,3-Dichloropropene 1.5 0 95-47-6 o-tylene 6 0
10061-02-6 trans-1,3-Dichioropropene 1.5 D 100-42-5 Styrene 6 0
79-00-5 1,1,2-Trichloroethane 1.5 0 98-82-8 Isopropylbenzeae 6 0
127-18-4 Tetrachloroethene 1.5 0 103-65-1 n-Propylbenzene 6 0
142-28-9 1,3-Dichlorapropane 1.5 0 108-67-8 1,3,5-Trimethylbeazene 6 0
124-48-1 Dibrosochloromethaae 4.5 0 98-06-6 tent-Butylbenzene 6 0
106-93-4 1,2-Dibrosoethane 6 0 95.63-6 1,2,4-TrimethylbaUgue 6 0
108-90-7 Chlarobenzene 1.5 0 135-98-8 sec-Butylbenzene 6 0
530-20-6 1,1,1,2-Tetrachloroethane 1.S 0 99-87-6 p-isopropyltaluene 6 0
15-25-2 Bromoform 3 0 104.51-8 a-Butylbenzene 6 0
19-34-5 1,1,2,2-Tetrachloroethane 4.5 0 91-20-3 Naphthalene 6 0
TQL- Target Quotation limit- Subject to Other purgeables detected
change due to instrument sensitivity (up to 10 highest pests)
T- Tentatively identified, not confirmed
E- Bstisated Value EO VOLATiLB 01CUIC COMPOUNDS DMCTBD BY
0- Samples analyzed for this compound but OClBLCD/PID.
not detected
N- Sample not analyzed for this compound
D- Detected belov quantitation limit
M- GC/NS Analysis performed -
CM WS:
Detected
ug/Bg
$TUL-22-1992 1009 FROM EHNR WASH REG OFFICE TO 113115e,s.ss.s68 1.14
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JUL-22-1992 1010 FROM EHNR WASH REG OFFICE lu 1 y1j*(651.56b r.lz)
•
SEMIVOLATILE ORGANICS REPORT - DEM LAB
LAB NUMBER: 2G622 SUPERVISOR It K LAB 2G622
DATE
REPORTED BY S
CHECKED BY ENTERED BY
REVIEWED BY CHECKED BY
SAMPLE TYPE: SEDIMENT DILUTION rACTOR:
CAS NUMBER TQL ANALYTE NAME
X 100
108--95-2 660 PHENOL ZJ
111-44-4 660 BIS(2-CHLOROETHYL) ETHER U
95-57.8 660 2-CHLOROPHENOL U
541-73-1 660 1,3-DICHLOROBENZENE U
106-46-7 660 1,4-DICHLOROBENZENE U
100-51-6 1300 BENZYL ALCOHOL U
95--50-1 660 1,2-DZCHLOROBENZEN$ U
95-48-7 660 2-METHYL PHENOL U
108-60-1 660 BIS(2-CHLOROISOPROPYL) ETHER U
106-44-5 660 4-METHYL PHENOL U
621-64-7 660 N-NITROSO-DI-N-PROPYLAMINE U
67-72-1 660 HEXACHLOROETHANE U
98-95-3 660 NITROBENZENE U
78-59-1 660 ISOPHORONE U
88-75-5 660 2-NITRO PHENOL U
105-67-9 660 .2,4-DIMETHYL PHENOL U
65-85-0 3300 BENZOIC ACID U
111--91-1 660 BIS(2-CHLOROETHOZY) METHANE U
120-83.2 660 2,4-DICHLORO PHENOL U
120-82-1 660 1,2,4-TRICHLOROBENZENE U
91-20-3 660 NAPHTHALENE U
106-47-8 1300 4-CHLOROANILINE U
87-68-3 660 HEXACHLOROBUTADIENE U
59-50-7 1300 4-CHLORO-3-METHYL PHENOL U
91-57-6 660 2-METHYL NAPHTHALENE .
77-47-4 660 HEXACHLOROCYCLOPENTADIENE U
88-06-2 660 2,4,6-TRICHLOR0 PHENOL U
95-95-4 660 2,4,5-TRICHLORO PHENOL U
91-58-7 660 2-CHLORO NAPHTHALENE U
88-74-4 3300 2-NITROANALINS U
131--11-3 660 DIMETHYL PHTHALATE U
208-96-8 660 ACENAPHTHYLENE U
606-20-2 660 2,6-DINITROTOLUENE U
9g-09-2 3300 3-NITROANALINE t1
83--32-9 660 ACENAPHTHENE U
51-28-5 3300 2,4-DINITRO PHENOL U
100-02-•7 3300 4--NITRO PHENOL u
132-64-9 660 DIBENZOPURAN U
121-14--2 660 2,4-DINITROTOLUENE U
84-66-2 660 DIETHYL PHTHALATE U
7065-72-3 660 4-CHLOROPHENYL PHENYL ETHER U
86-73-7 660 FLUORENE U
100-01-6. 3300 4-NITROANALINE U
534-52-1 3300 4,6-DINITRO-2-METHYL PHENOL U
100
CONC.
UG/KG
30000 E
JUL-22-1992 10:10 FROM EHNR WASH REG UFFICE iu iyiyr 1s b
SEMIVOLATILE ORGANICS REPORT - DEM LAB
86-30-6 660 N-NITROSODIPHENYLAMINE U
t 101-55-3 660 4-BROMOPHENYL PHENYL ETHER U
118-74-1 660 HEXACHLOROSENZENE U
87-8675 3300 PENTACHLORO PHENOL U
85-01-8 660 P.HENANTHRENE U
120-12.7 660 ANTHRACENE U
8474-2 660 DI-N- AUTYL PHTHALATE U
206-44-0 660 FLUORANTHENE U
129-00-0 660 PYRENE U
85-68-7 660 BUTYLBENZYL PHTHALATE U
91-94-1 1300 3,31-DICHLOROBENZIDINE U
56--55-3 660 BENZO(A)ANTHRACENE i3
218-01-9 660 CHRYSENE U
117-81-7 660 BIS(2-ETHYLHEXYL) PHTHALATE

205-99-2 660 BENZO(B)FLUORANTHENE U
207-08--9 660 BENZO(K)FLUORANTHENE U
50-32-8 660 BENZO(A)PYRENE U
193-39-5 660 INDENO(1,2,3-CD)PYRENE U
53-70-3 660 DIBENZQ(A,H)ANTHRACENE U
191-24-2 660 BENZO(G,H,T)PERYLENE U

OTHER SEMIVOLATILE ORGANICS FOR SAMPLE NUMBER
ALKANg - -
ALKANE
ALKANE
ALKANE
ALKANE - -
ALKANE
ALKANE -
ALKANE
ALKANE -
ALKANE -
ALKANE
ALKANE
UNIDENTIFIED
UNIDENTIFIED
UNIDENTIFIED --
UNIDENTIFIED
UNIDENTIFIED
UNIDENTIFIED
UNIDENTIFIED
UNIDENTIFIED
EST. CONC. RANGE OF DIESEL (FUEL OIL) IN UG/KG
TQL SUBJECT TO CHANGE DUE TO INSTRUMENT SENSITIVITY
t'. lb
2G622
.160000 T
120000 T
260000 T
330000 T
250000 T
240000 T
240000 T
200000 T
220000 T
200000 T
120000 T
76000 T
74000 E
120000 E
150000 E
71000 E
67000E
190000 z
87000 E
-1240
00 000 E
CONCENTRATION
U= COMPOUND ANALYZED FOR NOT DETECTED
N= COMPOUND NOT ANALYZED FOR
D= DETECTED BELOW QUANTITATION LIMIT
H= HOLDING TIME EXCEEDED
TQL= TARGET QUANTITATION LIMIT
T= TENTATIVELY IDENTIFIED ESTIMATED
$= ESTIMATED CONCENTRATION
#1 . 6TUL-22-1992 10:11 FROM EHNR WRSH REG UFFICE
LAB NO. 26 622
REPORTED BY
CEEcrib BY
REVINVSD BY -.JE
SAMPLE TYPE: SEDIMENT
EBBR/DEN LABORATORY
VOLATILE ANALYTICAL REPORT
ANALYSIS RESULTS
iu Zyiyrsslssa r.Ir
SUPERVISOR
DATE L?
BNTERBD By
CBECEBD BY
CAS# VOA TARGET COMPOUND TQL DETECTED _ CAS# VOA TARGET COMPOUND TQL DETECTED
ua/tea ua/Ea u4/Ea u4/14
75-35-4 i,i-Dichloroetbene 1125 V 96-184 1,2,3-Trichlaropropaue 375
75-09-2 Methylene Chloride 375 8 108-86-1 Bra cbenzene 1500
156-60-5 trans-1,2-Dichloroethese 1125 D 95-49-8 2-Cblorotoluene 375
75-34-3 1,1-Dicbloroethane 375 U 106-43-4 4-Chlorotolaeue 375
590-20-7 2,2-Dicbloropropane 375 U 541-73-1 1,3-Dichlorobeazene 375
156-S9-4 cis-1,2-Dichloroethene 375 U 106-46-7 1,4-Dichiorobenzene 375
67-66-3 Chloroform 375 0 95-50-1 1,2-Dicblorabenzene 375
14-97-S Brosochlorosethane 1125 9 96.12.8 1,2-Dibroso-3-Chloropropane 1500
71-55-6 1,1,1-Tricbloroethane 375 II 120-82-1 1,2,4-Tricbloroben20e 375
563-58-6 1,1-Dichloropropene 375 II 87-68-3 Bezachlorobutadiene 375
56-23-5 Carbon Tetrachloride 1125 U 87-61-6 1,2,3-Trichlorobenzene 1125
107-06-2 1,2-Dichloroethane 375 0' 1634-04-4 Methyl-tert-butyl ether 7500
79-01-6 Trichloroethene 37S II 71-43-2 Benzene 1500
78-67.5 1,2-Dichloropropane 375 U 108-88-3 toluene 1500
75-27-4 Brosodichlorosethane 375 V 100-41-4 Ethyl benzene 1500
74-95.3 Dibrozomethane 1500 U 108-38-3 m,p-171enes iS00
10061-01-5 cis-1,3-Dichloropropene 375 U 95-47-6 0-11leut 1500
10061-02-6 trans-1,3-Dichloropropene 375 U 100-42-5 Styrene 1500
79-00-5 1,1,2-Trichloroetbane 375 V 98-82-8 Isopropylbenzene 1500
127-18-4 Tetrachloraethene 375 V 103-65-1 n-propylbenzeae 1500
142-28-9 1,3-Dicbloropropane 375 U 108-67-8 14,5-Tritethylbenzene 1300
124-48-1 Dibrotochlorosethane 1125 U 98-06-6 tert-Butylbenzene 1500
106-93-4 1,2-Dibroioethane 1500 U 9S-63.6 1,2,4-Trisethylbenzene 1500
105-90-7 Chlorobenzene 375 II 135-98-8 sec-Butylben4ene 1500
630-20-6 1,1,1,2-Tetraebloroethans 375 D 99-87-6 p-isopropyltoluene 1500
7S-25-2 Bromafort 1500 U 104-51-8 a-Butylbenzeue 1500
79-34-5 1,1,2,2-Tetrachloroethane 1125 V 91-20-3' Naphthalene 1500
2800 T
9400
5000
5700 T
5800 T
7900
1600011
33000
21000 T
49000 T
39000
U
U
II
II
II
U
U
U
II
II
U
II
II
GASOLINE RANGE ESTIMATED TOTAL PBTROLEIIM BYDROCARBON TQL 10 PPM DETECTED~
TQL- Target Quantation Limit- Subject to
change due to instrument sensitivity
T- Tentatively identified, not confirmed
E- EstiRated value
II- Samples analyzed for this compound but
not detected
N- sample not analyzed for this compound
D- Detected below quantitation limit
k- GC/MS Analysis performed
CONVENTS:
Other purgeables detected Detected
(up to 10 highest peaks) u4/19
to VOLATILE ORGANIC COMPOUNDS DETECTED
BI Gc/ELCD
47 UNIDENTIFIED KID TO LATE ELUTING
CONPOUNDS DETECTED BY GC/?1D
TOTAL P.17
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA MAJOR PERMIT APPLICATION REVIEW
WaRO PROJECT # 912-0#t-C-1
REVIEWER: SAWYER
WQ SUPERVISOR: THORPE
DATE: 94 -6 7- -2)9?
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT NO.: COUNTY: ?ad l
PROJECT NAME : g", r W--9,? d.
PROJECT TYPE: .040 PERMIT TYPE:6AWCOE
COE #: ? DOT#:
RCD FROM CDA: Lam) DATE FROM CDA: ?oZ dG C
REG OFFICE: WaRO RIVER AND SUB BASIN#: 67
*STREAM OR ADJACENT WATER BODY: ? 0'-"?
CLASS : S C_,.. REAM INDEX #: *OPEN OR CLOSED:
WL IMPACT : • 0- WL TYPE: rfit'
WL REQUESTED:-6- WL ACR EST: /V/4-
HYDRO CNECT? : N k WL SCORE : IV
MITIGATION: N Ar MITIGATION TYPE: Al Ar
MITIGATION SIZE: RAT ^T ATTACHED?: At
RECOMMENDATION: ISSUE UE/COND DENY
STORMWATER PLAN REQ' D : Y44-
IF YES, DATE APPROVED: IA -D 7- PA110
4-0
55T D? C#2IPTI N: ;? ??
' 4
WATER QUALITY C RT. 401
CERT. REQID:
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: C7, •a "
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: ? WETLAND: v
IS FILL ELIMINATING •A SIGNIFICANT USE? n/0
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? /V4"
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? NA-
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?tVA-
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGENINBASIN: CLOSURE OF SHELLFISHING WATERS:
? Page Two
RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS:
40, ?A
o-I
1 V
cc: Central Files
Washington Regional Office Files
DCM-John Parker
Elizabeth City
Morehead City
Washington
COE:Washington Field Office
a:-

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO August 12, 1992
Regulatory Branch
Action ID. 199202352 and State Permit No. 79-92
Marlen C. Robb and Son
Boatyard and Marina
316 East Front Street
Belhaven, North Carolina 27810
Gentlemen:
i : i ?? ?L6 YI Ii
Reference your application for a Department of the Army permit to replace
piers, boardwalks, dolphins; replace and backfill bulkheads; relocate fuel;
tanks and install fuel stations and construct a travel lift area associated
with full service, commerical marina facilities on Pantego Creek, Belhaven,
Beaufort County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and Bissell Associates' Plans, Marlen C. Robb
and Son Boatyard and Marina, Incorporated, Sheet 1 of 2, dated April 23, 1992
and Sheet 2 of 2, dated May 5, 1992. Failure to comply with the State
authorization or conditions of the general permit could result in civil and/or
administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch

Copies Furnished:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
Mr. John Dorney
WAter Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
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
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 Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
-2-
----------------
State of North Carolina
Department of Environment, Health and Natural Resources
Northeastern Region
1424 Carolina Avenue, Washington, North Carolina 27889-1424
James. G. Martin, Governor Lorraine G. Shinn
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
August 13, 1992
Captain Marlen C. Robb
Robb Boatyard & Marina, Inc.
316 E. Front Street
Belhaven, North Carolina 27810
RE: Subsurface Investigation and Soil Removal Report
Robb Boatyard & Marina, Belhaven, North Carolina
Groundwater Incident No. 8307 - Beaufort County
Dear Captain Robb,
This office has reviewed the above named report prepared by
UTTS/Environmental dated August 5, 1992. The report provides
information regarding site history, soil contamination levels and
remedial action efforts, and groundwater quality. The following points
are noted by the Groundwater Section of the Division:
1. Robb Boatyard & Marina, Inc. purchased a former bulk fuel storage
facility at a bankruptcy sale in late 1991 or early 1992.
2. Soils that were impacted by petroleum releases have been remediated
to the extent that physical conditions would allow. The soil
stockpile currently on-site must be treated and disposed in
accordance to Division requirements before September 18, 1992.
3. Groundwaters have been tested and no EPA Method 625 (Base/Neutral
Extractables) contaminants were detected. Suspected breakdown
product peaks were noted on GC/MS chromatograms, but were not
identifiable by spectral library searches. This is consistent to
the fact that the site has been a bulk fuel storage facility in the
past.
4. Robb Boatyard & Marina, Inc. is in the process of updating its fuel
storage and distribution system to an environmentally sound type of
aboveground tank system.
P.O. Box 2188, Washington, North Carolina 27889-2188 Telephone [phone] FAX: [phone]
An Equal Opportunity Affirmative Action Employer
e
Captain Marlen C. Robb
Robb Boatyard & Marina, Inc.
August 13, 1992
Page Two
The Groundwater Section is satisfied with the Corrective Actions
taken at the site. It is recognized that Robb Boatyard & Marina, Inc.
has taken positive steps to correct not only their release, but the
impacts brought about by past owner/operators of the site. Thus, the
Division requires no further action, other than proper disposal of
stockpiled soils, at the site. This statement applies only to the
matters of concern stated in the Groundwater Section's June 5, 1992
Notice of Violation; other agency's concerns must be dealt with as
separate issues. The company is advised, however, that upon discovery
of any further petroleum contamination during future construction
activities, the Section must be notified within 24 hours.
If you have any questions or require further information, please
contact me at 919 946-6481.
Sincerely
Richard R. Powers
Hydrogeologist II
cc: Perry Nelson
Burrie Boshoff
Roger Thorpe
Terry Moore
Deborah Sawyer,/
Incident File #8307