NC0021253_WASTELOAD ALLOCATION_19930217

NPDES DOCUMENT SCANNIN& COVER SHEET
NPDES Permit: NC0021253
Havelock WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Engineering Alternatives Analysis
201 Facilities Plan
Instream Assessment (67B)
Speculative Limits
Permit
History
Document Date: February 17, 1993
This document i6 printed on rewse paper-ignore any
content on the reverse aide

ARAT
I
REQUEST
SWASTE LOAD ALLOCATION
PERMrr NO.: NCO021253 Modeler Date Rec. #
PERMITTEE NAME: City of Havelock 2
FACILITY NAME: Havelock WWTP Drainage Area(mi ) 3 S Avg. Streamflow (cfs): `f6
j r P#4-
Facility Status: Existing 7Q10 (cfs) O Winter 7Q10 (cfs) 30Q2 (cfs)
Permit Status: Renewal with Modification Toxicity Limits: IWC 9D % Acu Chronic
Major J Minor Instream Monitoring: SEe 4 T'rA C- MEN T
Pipe No.: 001 Parameters
Design Capacity: 1.5 MGD Upstream Location
Domestic (% of Flow): 100 % Downstream Location
Industrial (% of Flow):
Effluent Summer Winter
Comments: Characteristics
Proposing an increase in flow. Presently at 1.5 MGD. MODS (mg/1) //
NH N (mom) a 3
RECEIVING STREAM:East Prong Slocum Creek D.O. (mg/1) (A
Class: C-Swamp NSW TSS (mg/1) 30 30
Sub-Basin: 03-04-10 F. Col. (/100 ml) ,2 o O .200
Reference USGS Quad: H 31 NW (please attach)
County:
Craven pH (SU)
Regional Office: Washington Regional Office C t191 O. Z. �. 'K
Previous Exp.Date: 5/31/93 Treatment Plant Class: Class IV
Classification changes within three miles: �g T� ��� Al
changes to SC-Swung NSW at Slocum CrkOTTED �,1e Cgo /; kd
xx
e Xpokve M 9 13 A Li e
Requested by: Greg Nizich Date: 1125/92 � ri ewt lt.,u+s 3 ;
Prepared by: osY` Date: o? /b 93 Comments: Peck(odncr�v, o, a/{c.neat/e gJrS07 ,4, i2L ' ' G
Reviewed by: A ASu Date: —Oz VPAu%red' MovrTM 7i)A Al, ('ri Cu.1 N;, P6.Zn h 9
ao�4 — 6
wc�

REQUES l �
r:`, .
NPDES WASTE LOAD ALLOCATION
PERMIT NO.:
NCO021253 Modeler Date Rec. #
PERMITTEE NAME: City of Havelock kS tL 11 t 17,4% �
FACILITY NAME: Havelock WWI? Drainage Area(mil ) 3S Avg. Streamflow (cfs):
T1D44-
Facility Status: Existing 7Q10 (cfs) O Winter 7Q10 (cfs) 30Q2 (cfs)
Permit Status: Renewal with Modification Toxicity Limits: IWC 90 % Acute/
Major _I Minor Instream Monitoring: SEE ,4Tr4CR.446-/UT.
Pipe No.: 001 Parameters
Design Capacity: 1.9 MGD Upstream Location
Domestic (% of Flow): 100 % Downstream Location
Industrial (% of Flow):
Effluent Summer Winter
Comments: Characteristics
Proposing an increase in flow. Presently at 1.5 MGD. tBOD5 (mg/1) oC 3
NH3-N (mg/1)
RECEIVING STREAM:East Prong Slocum Creek D.O. (mg/l) (p
Class:. C-Swamp NSW TSS (mg/1) 3 v 30
Sub-Basin: 03-04-10 F. Col. (/100 ml) 900 a?60
Reference USGS Quad: H 31 NW (please attach) pH (SU) (o —q
County: Craven 6 _y
Regional Office: Washington Regional Office 7p (. q
Previous Exp. Date: 5/31/93 Treatment Plant Class: Class IV
Classification changes within three miles: TIV (.511) y g
changes to SC-Swamp NSW at Slocum Creek tF
COOPS- to
*X
/(,,,, 0=a � t cjivQ 99 0 l.an c.
Requested by: Greg NizicP 0Date: 11/25/92
Prepared by: o.w. Date: c� /G 4 Co�mjments:�e�,loma�'an or a(Fo,�lc �isi� ftr.fivn is
' S y•/o r� jz, Taa : R-l. C, Cctr Ali Ab 2n
Reviewed by: � +e Date: , 3(�_ ,—� r r
/-7 q3

DIVISION OF ENVIRONMENTAL MANAGEMENT
4 February 1993
MEMORANDUM
70: Trevor Clements I FIECE1VE®
Technical Support Branch e
THRU: dim Mulligan � FEB 1 0 1"13
Regional Supervisor
Washington Regional Office TECHNICAL SUPPORT BRAMCH
� �
FROM: Roger K. Thorpe
Water Quality Supervisor
Washington Regional Office
SUBJ: Waste Load Allocation
Town of Havelock
Craven County
We believe that technology based limits for an expansion in a zero flow
stream will likely increase existing problems. Therefore, the attached waste
load-allocation is being returned unsigned.
G. r
U
Attachment
FEB 11 iqu
4ViATER QU IiTY «�
-_r

RECEIVED
WASHINGTON OFFICE
JAN 1 1 N93
FACT SHEET FOR WASTELOAD ALLOCATION
Q F. NL
Request#7248
Facility Name: Havelock WWTP
NPDES No.: NCO021253
Type of Waste: Domestic
Facility Status: Existing
Permit Status: Modification
Receiving Stream: East Prong Slocum Ck
Stream Classification: C-Swamp NSW
Subbasin: 03-04-10
County: Craven Stream Characteristic:
Regional Office: Washington USGS #02.0926.4675
Requestor: Greg Nizich Date: 1989
Date of Request: 11/25/92 Drainage Area (mi2): 35
Topo Quad: H31NW Summer 7Q10 (cfs): 0
Winter 7Q10 (cfs):
Average Flow (cfs): 46
30Q2 (cfs):
IWC (%):
Wasteload Allocation Summary
(approach taken, correspondence with region.EPA. etc.)
Prior request for expansion was denied based on zero flow policy and localized
water quality problems related to eutrophication. Slocum Creek receives no
freshwater inflow and is poorly flushed by the Neuse River hence there is no
assimilative capacity. Expansion may be permitted only if the effluent quality
is similar to background water quality, i.e., technology based limits will apply.
Facility must complete an EA including a cost-benefit analysis of relocating to
the Neuse River vs. upgrading the existing facility.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: k�2 0� �'^— Dater
Bet�J son
Reviewed by �
Instream Assessment: ( co Date: IS 12
S��-fig-c Regwnal-Super�-
vtsor: Date: of /a
4tz
Permits & Engineerin _ Dater
FEB 0 4 1993
RETURN TO TECHNICAL SERVICES BY:

2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 1.5 1.5
BODS (mg/1): 5 11
NH3N (mg/1): 2 3
DO (mg/1): 6 6
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 1000 1000
pH (SU): 6-9 6-9
Residual Chlorine (jig/1): monitor I monitor
Oil & Grease (mg/1):
TP (mg/1): 2* 2*
TN (mg/1): monitor monitor
* effective May 1993
Recommended Limits:
Monthly Monthly Monthly Monthly
Average Average Average Average
Summer Winter Summer Winter
Wasteflow (MGD): 1.5 1.5 1.9 1.9
CBODS (mg/1): 5 11 2 4
NH3N (mg/1): 2 3 0.2 0.4
DO (mg/1): 6 6 6 6
TSS (mg/l): 30 30 30 30
Fecal Col. (/100 ml): 200 200 200 200
pH (SU): 6-9 6-9 6-9 6-9
Residual Chlorine (pg/1): dechlorinate dechlorinate dechlorinate dechlorinate
Oil &Grease (mg/1):
TP (mg/1): 0.2* 0.4* 0.2* 0.4*
TN (mg/l): 4 8 4 8
*TP = 2 mg/1 effective May 1993; schedule for compliance with 0.2 mg/l
should be implemented (3-5 years)
Limits Chanties Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow BOD, NH3
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures Fecal, Cl
New facility information

3
TOXICS/METALS
Type of Toxicity Test: Chronic, quarterly
Existing Limit: 99%
Recommended Limit: 90%
Monitoring Schedule: JAN, APR, JUL, OCT
Existing Limits
Daily max WQ or EL Daily max WQ or EL
Chlordane (ug/):
Cadmium (ug/l):
Chromium (ug/1):
Copper (ug/l):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Aluminum (ug/1):
Mercury (ug/1):
Iron (ug/1):
Recommended Limits
1.5 mgd 1.9 mgd
Daily max WQ or EL Daily max WQ or EL
Aluminum (ug/): monitor monitor
Cadmium (ug/1):
Chromium (ug/1): monitor monitor
Copper (ug/1): monitor monitor
Nickel (ug/1): monitor monitor
Lead (ug/1): monitor monitor
Zinc (ug/1): monitor monitor
Cyanide (ug/1):
Iron (ug/1):
Mercury (ug/1):
Silver (ug/l):
Limits Changes Due To: Parameter(s) Affected
Change in 7QI0 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.) priority pollutant scan

a
_x_ Parameter(s) are water quality limited. For some parameters, the
available load capacity of the immediate receiving water will be consumed.
This may affect future water quality based effluent limitations for additional
dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect
future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: E. Prong Slocum Creek at HWY 70
Downstream Location: 1. E. Prong Slocum Creek at Slocum Village Personnel Bridge ,
2. Slocum Creek above Cherry Point
3. Slocum Creek above Tucker Creek
Parameters &Frequency: See attachment
MISCELLANEOUS INFORMATION& SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with
existing treatment facilities? Yes_ No_x_
If no,which parameters cannot be met?_ nutrients
Would a "phasing in" of the new limits be appropriate? Yes_x_ No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
_The nutrient limits should be met in 3 - 5 years
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _ (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not
modeled, then old assumptions that were made, and description of how it fits
into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with
attachments.

Havelock W WTP WLA#72ge
NPDES No.NC0021253
Instream Monitoring Requirements'
Parameter Frequency Method Location
DO 3/week Apr-Oct, 1/week Nov-Mar vertical,at 1 m increments 1,2
2/mo,June- Sep vertical,at I m increments 3,4
Temperature 3/week Apr-Oct, 1/week Nov-Mar vertical,at 1 m increments 1,2
2/mo,June- Sep vertical,at I m increments 3,4
Conductivity 3/week Apr-Oct, 1/week Nov-Mar vertical,at 1 m increments 1,2
2/mo,June- Sep vertical,at 1 m increments 3,4
Salinity 3/week Apr-Oct, I/week Nov-Mar vertical,at I m increments 1,2
vertical,at I m increments 3,4
Secchi depth 2/mo,June-Sep 1,2,3,4
TP 2/mo,June-Sep depth integrated using composite sampler 1,2,3,4
TN 2/mo,June-Sep depth integrated using composite sampler 1,2,3,4
NH3-N 2/mo,June- Sep depth integrated using composite sam ter 1,2,3,4
NOx 2/mo,June- Sep de th integrated using composite sampler 1,2,3,4
Chloro h Il-a 2/mo,June- Sep depth integrated using composite sampler 3,4
H 12/mo,June- Sep depth integrated using composite sampler 3,4
Monitoring Locations
1.)E.Prong Slocum Creek at HWY 70
2.)E. Prong Slocum Creek at Slocum Village Personnel Bridge
3.)Slocum Creek upstream of Cherry Point outfall,2 miles below Havelock WWTP
4.)Slocum Creek above Tucker Creek,4 miles below Havelock W WTP
Note: depth-integrated samples should be composites taken within the photic zone,i.e.,2 x Secchi depth

Facility Name a cck 6e1,-p Permit# NCoo a 235"pipe# act
CHRONIC TOXI.CITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic Bioassay
Procedure-Revised *September 1989)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is 90% (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
t monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
JAW 4i'PA, W i + tic r Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as weU as all dosei%sponse data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits,then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
n,.
7Q10 _ Cb. 4i&t - :A6ao cfs
Permitted Flow k.s i-1 MGD Recommended by:
IWC too %
Basin & Sub-basin t O
Receiving Stream S1oc.�r.. Crcey,
County Graver, Date I /5- !q 3
QCL PIF Version 9191

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 18, 1992
MEMORANDUM
To: Betsy Johnson
From: Greg Nizich(16
Subject: City of Havelock Expansion
NPDES Permit No. NCO021253
Craven County
Steve Tedder has decided that since Havelock did not submit info on BOD or
nutrients with their permit application, we will proceed with the limits that were
discussed with them during previous meetings. These numbers are highlighted
on the attached sheet. Steve still has to decide if we are going to require the
economic alternatives analysis. That issue should be resolved next week.
Enclosure

AI/;I
•s.
Table of Existing and Pro posed Allocations for the Ci of Havelock
Proposed Limits Proposed Limits
Parameter Existing Limits to Neuse River to Slocum Creek '°
Flow m d 1.5 1.9
1.9 1-q
OD5 m 2 1 5111* 5/10*
2 0�
NH3-N m 1 2/3* 2/4* 0.2 0.2 i
6
� i
DO m 1 6 6 30 30 ✓ `�, S
TSS m 1 30 30
Zc�
Fecal Coli #/100 ml -A0�U z� 200 200 Zoo
6.8-8.5 6-9 6-q
II su 6-9 0 2
M9t -DTP m 1 2** a.2 2 0.05 o.Z 419
yd��✓ `-��. TN m /1 monitory monitor 0.5 41S
Tot. Res. Cl. ug/1 onifor dechlorinate dechlorinate I
�
�.� CP,o��wt�CQI �
* - indicates summer/winter limitations WC Ivii -(
** - effective May, 1993 UIVI�

. 3`ecsy• — /cpp'L tjJi=o F=KaM I-If1V�000K- (�(vlL��
CITY OF HAVELOCK
Post Office Drawer 368
Havelock, N.C. 28532 W
'*CORWRnTED i>59
December 17, 1A u
Mr. Preston Howard, Acting Director DEC 28 1992
Division of Environmental Management
N.C.Deptarttttent of EHNR DIV, OF ENVIRONO"ENThL MGMNI,
P. O. Box 29535 DIRECTOR'S OFFICE
Raleigh, North Carolina 27626-0535
RE: Renewal Request NPDES # Nc0021253
City of Havelock
Dear Mr. Howard:
The City of Havelock has recently submitted a permit renewal request
for NPDES # NCO021253. We would like to provide additional information con-
cerning our desire to continue discharging into Slocum Creek with more strin-
gent yet reasonable limits. The City of Havelock is located near the upper
end of the east prong of Slocum Creek. There are no other point source
discharges above us, and currently, there are only two other treatment plant
discharges entering Slocum Creek: Havelock's water treatment plant's back-
wash discharge and the Marine Corps Air Station wastewater treatment plant's
discharge. The MCAS discharge will soon be redirected to the Neuse River,
removing a daily flow from Slocum Creek which ranges from 1.5 to 3.0 MCD.
This would greatly lessen any existing wastewater discharge impact on the creek.
In addition, most of the creek is surrounded by federal lands with only a small
percentage of agriculture tracts bordering the creek or its tributaries, so
non-point source run-off into Slocum Creek should be minimal.
The City of Havelock is not aware of any fish kills occurring in
Slocum Creek in the past several years. In fact, during a 1988 study of the
creek, performed by the city, an abundance of fish and wildlife was observed,
both in the water and on the shore, from the outfall of the wastewater treat-
ment facility to the mouth of Slocum Creek.
We request that you take this additional background information into
consideration when making your decision on the final NPDES permit limits for
Havelock's expanded facility. Thank you for your time and consideration in
this matter. Also, I would like to thank you for your recent willingness
to meet with city officials to work toward resolving this most important
issue.
Since ly-'T
H. Ralph Kennedy
City Manager
HRK/vmw
Copies: Steve Tedder
Joe Hardee
Phone(919) 444-6401 M �� eti Fax [phone]

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CITY OF HAVELOCK, NORTH CAROLINA
NPDES PERMIT APPLICATION
PROPOSED TREATMENT MODIFICATIONS
The City of Havelock requests approval to increase its present permitted
discharge of treated wastewater to the East Prong of Slocum Creek. The
proposed increase would be from 1.5 million gallons per day (MGD) to 1 .9
MGD.
To provide the level of treatment required at the higher permitted flow
the City proposes to modify the existing activated sludge system to
increase the detention time from 11 hours at 1 .5 MGD to 14 hours at 1.9
MGD. New air diffussers will be installed to improve oxygen transfer
and provide both greater treatment capacity and lower energy costs. New
final clarifiers and denitrifying tertiary filters will also be added.
The chlorination system will be expanded and de-chlorination added.
Chemical treatment facilities will be added to insure that the more
restrictive phosphorus and nitrogen limits are met.
The expanded solids management system will consist of waste activated
sludge thickening, lime stabilization of the thickened solids, expanded
solids storage, and continued land application of the bio-solids as a
liquid.
The existing preliminary treatment system, screening and grit removal ,
will remain since the capacity is adequate at 1 .9 MGD.

As indicated in the permit application forms, we propose. that the limits
for the expanded WWTP be the following:
Flow 1 .9 mgd
CB00 4 mg/L
NH3 1.0 mg/L
Total Phosphorus 1.0 mg/L
Total Nitrogen 4.0 mg/L
Total Suspended Solids 30.0 mg/L

Table of Existing and Pro .osed)Allocations for the City of Havelock ? h
Proposed Limits Proposed Limits
Parameter. Existing Limits to Neuse River to Slocum Creek
Flow m d 1 .5 1 .9 1. 4;5' 1 .9 MAAIO k
BODS m 5/11 * 5/10* 2.o
NH3-N m 1 2/3* 2/4* 0.2
DO m 6 6 6
TSS m 1 30 30 30
Fecal Coli #/100 ml 1000 200 200
H su _ 6-9 6.8-8.5 6-9
TP m 1 Z 2** 2 0.05 �. z�
TN m 41,V _ monitor monitor 0.5
Tot. Res. Cl. (u 1) monitor dechlorinate dechlorinate
* - indicates summer/winter limitations
sue'°
** - effective May, 1.993 Q,

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Table of Existing and Pro osed Allocations for the City of Havelock
Proposed Limits Proposed Limits
Parameter Existing Limits to Neuse River to Slocum Creek
Flow m d 1.5 1.9 - ?-.Zs 1 .9
13OD5 m /1 5111 * 5/10* 2
NH3-N m /1 2/3* 2/4* 0.2
DO m /1 6 6 6
T SS m /1 30 30 30
Fecal Coll #/100 ml 1000 coo 200 200
I I su 6-9 6.8-8.5 6-9
'rP m /1 2** CZ) 2 0.05 2
TN m /1 monitor Cade monitor 0.5
Tot. Res. Cl. (ug/1) monitor dechlorinate dechlorinate
- indicates summerAwinter limitations
** - effective May, 1993

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Correspondance of Importance to the Havelock Outfall Relocation Issue
r' prepared 10/12/92
Date Description of Correspondance
10/20/87) Memo from Jay Sauber to Steve Tedder and Trevor Clements as follow up to
meetings in August between Technical Services staff and City of Havelock
regarding outfall location issue. Summarizes the findings_of Intensive.Survey_'sr
reconnaissance trips to Slocum Creek in September and October, 1987, and
includes-recommendations for further investigation by_city.:
10/23/87) Letter from Havelock City Manager to DEM acknowledging meetings with staff
in August of 1987 whereby the City was informed of inadequate assimilative
capacity in the East Prong of Slocum Creek and requesting Division to proceed
with studies to verify where discharge should be relocated.
L1713/87_, DEM Response.from George Everett.t6.Havelock's 10/23/87 letter. Response
indicated that DEM.had completed its-studies and that the.best.relocation.point
would be_to_Neuse.River' Letter also indicated that it was uncertain as to whether
assimilative capacity existed in Slocum Creek below the confluence of the East
and West Prongs, and that the city should embark upon a monitoring program to
investigate this further if it was interested in pursuing that option. A proposed
sampling plan was provided to the City.
May- DEM received monthly reports from City providing data submitted in accordance
Nov, 1988 with agreed upon sampling strategy. These raw data sheets are available but are
not included in the attached correspondance due to their volume.
3/I3/89 1 DEM letter from Steve.Tedder to-City stating-that-staff reviewed both NCDEM:
and the City's field data and concluded that the entire.Slocum_Creek does not .
have any assimilative capacity._;It was recommended that the City pursue
discharge to the Neuse River via.pipeline and diffuser.
4/6/89 City Manager's response to 3/13/89 letter. Requested explanation for why a
discharge to the Neuse River would have stringent limitations rather than
secondary.
4/17/89 DEM response from Steve Tedder to 4/6/89 letter from City. Letter explains
reason for stringent limits in Neuse.
3/25/92 Letter from Havelock City Manager to USMCAS-Cherry Point requesting a joint s
meeting between the Base, DEM and the City to discuss a joint discharge point.
4/13/92 Letter from Havelock City Manager to USMCAS-Cherry Point elaborating on
their request to share a joint outfall line and renewing their request for a meeting.
5/19/92 Letter from USMCAS to Havelock City Manager acknowledging that base
representatives had met with City's consultants. Letter also requests specific
information from the City.
6/19/92 Electronic mail memo from Dennis Ramsey to several staff summarizing his
conversation with Havelock City Manager and outstanding issues of concern to
the City and USMCAS.

NORTH CflROLINR OIUISION OF ENUIRONMENTRL MRNRIREMENT
Water Quality Section / Technical Seruices Branch
Intensiue Suruey Unit
October 20, 1987
MEMORANDUM
To: Steve Tedder
Trevor Clements
From: Jay Saube
Subject: Havelock WWTP Pre Survey- Slocum Creek Receiving System
Attached for your information are the results of two pre-survey visits to the Slocum Creek
receiving system. This effort was promulgated by a request (by the City of Havelock) to expand
the Havelock WWTP facility to 2.5 MOD. At a meeting on August 20,1987,Joe Hardee and
Max Frazier, representing Black &Veatch and the City of Havelock, requested that DEM provide
them with information to locate an effluent outfall that would have the assimilative capacity to
allow the discharge of 2.5 MOD of treated waste-water.
A review of Havelock's self-monitoring data indicated that dissolved oxygen levels,at the present,
down-stream_monitoring station,were consistently.below_our_water_quality_standardsJThese low
levels of dissolved oxygen suggested that no further assimilative capacity was available at the-
present outfall location% In order to arxommodate the additional waste-water discharge request,-iti
was suggesteddhatHavelock may wish to evaluate a relocation of their outfall to the Neuse_RiverJ
where capacity to assimilate the waste was not thought t0 be ea limiting factor. Other alternatives
discussed at this meeting included the relocation of the outfall to the lower portion of Slocum Creek
or to the area near the present outfall of the Cherry Point Station or perhaps a combined discharge
with Cherry Point. In order to evaluate these alternatives, DEM committed to a pre-survey effort
to help supply information that would allow a limited assessment of the assimilative capacity of
the various alternatives.
Data collected on 9/23/87 and on 10/1/87 indicated that a salt-wedge condition existed in the
area of the Havelock discharge and in portions of Slocum Creek. Portions of the receiving system
had low dissolved oxygen conditions and indicated reduced vertical mixing - limiting the effective
area of assimilation/dilution in the water column. At station C 1(the city's down-stream
monitoring site)only the top third of the water column had appreciable levels of D.O. However, on
10/1/87 data indicated that some capacity may be available in Slocum Creek below the Cherry
Point outfall since salt-wedge stratification was not present.
Since this pre-survey effort was conducted only during one season and not necessarily under
(worst-case) design conditions, it is suggested that:
Since this pre-survey data collected at the City of Havelock's downstream monitoring site
indicated strong oxygen stratification, it is suggested that any review of the previous self-
monitoring data be made with caution (summary attached). We discussed the collection of D.O.
data with the operator at the Havelock facility. The operator was unaware of the salt-wedge
effect on D.O. and therefore measured the D.O. levels at various unknown depths - usually

"under the surface". It is recommended that the City of Havelock be required to collect
stratified data at their downstream monitoring location at one foot increments.
If the City of Havelock wishes to pursue an expanded discharge to either East Prong Slocum
Creek or to Slocum Creek, that they be required to collect physical measurements(D.O. ,
Temp.,Salinity, Cond., pH) at stratified (one foot) intervals at various locations within the
receiving system for a period of not less that one year with a frequency of twice per month.
The data collected from this monitoring effort could then be used to seasonally determine the
area of salt-wedge anoxia and the portion of the water column that would be available for
assimilating waste-water.
The data collected during this pre-survey could be used to perform a waste-load allocation
analysis during the pre-survey conditions to evaluate the potential of creating standards
violation conditions due to an expanded discharge.
If you would like to discuss the Havelock situation further, or require additional site information
please contact either Harold Quidley or myself. The intensive Survey Unit has no current plans
for additional evaluation of this location. If additional efforts are necessary please advise me of
your interest.
CC: Harold Quidley
Roger Thorpe
Steve Zoufaly

Slocum Creek - East Prong Creek Slocum Preliminary Survey 870923
A pre-survey was performed on a 5.5 mile reach of Slocum Creek and
East Prong Slocum Creek in Craven County on 87/09/23. The purpose of the
pre-survey was to provide background data to be used in evaluating the
impact of the Havelock WWTP discharge on receiving waters and to assess
the possibility of relocating the discharge outfall to provide assimilative
capacity for an expanded facility. The Havelock WWTP discharges into East
Prong Slocum Creek, a major tributary to Slocum Creek, The Cherry Point
WWTP also discharges into Slocum Creek. The Havelock WWTP outfall is
located on the East Prong 1 . 14 miles upstream from the confluence with
Slocum Creek and 2.05 miles upstream from the Cherry Point WWTP outfall.
The Cherry Point WWTP outfall 1s located 3.45 miles upstream from the
confluence of Slocum Creek and the Neuse River.( see attached schematic
map)
East Prong Slocum Creek appears to have been dredged since mid
channel depths range from 13 to 24 feet. This condition exists from 300
feet downstream from the Havelock WWTP outfall to its confluence with
Slocum Creek. A depth profile of East Prong Slocum Creek at the Havelock
WWTP outfall indicated depths from 3 to 4 feet with a i foot sludge blanket
on the bottom. No channelization was evident in Slocum Creek with
maximum depths averaging only 6 feet. The mouth of Slocum Creek is only
250 feet wide and is very narrow when compared with the main body of the
creek which averages over 800 feet wide.
A salt wedge was detected in East Prong Slocum Creek with salinity
values ranging from 0 to i% at the surface and 7 to 8.27o 3 feet below the
surface. The delineation between saline and fresh water was less evident in
Slocum Creek as it neared the confluence with the Neuse River where
salinity values were M from surface to bottom.
Dissolved oxygen levels on the surface in East Prong Slocum Creek
appeared to be slightly depressed by the Havelock effluent. Low dissolved
oxygen levels may be partially due to low background dissolved oxygen
levels which were detected upstream from the Havelock WWTP outfall. A
3.0 mg/L DO value was detected 300 feet downstream from the outfall and a
0.7 mg/L was detected 0.4 miles upstream from the outfall.
The combination of low background Dissolved oxygen levels, the
presence of a salt wedge, reduced vertical mixing caused by the deeply
dredged channel, sludge deposition and effluent input appear to suppress
dissolved oxygen levels in East Prong Slocum Creek. With additional
effluent flow, dissolved oxygen would likely be further compromised in the
backwater tributary where low dissolved oxygen levels may be occuring

naturally. Relocation of the effluent outfalIto the Neuse River or further
downstream in Slocum Creek may increase dispersion and minimize the
affects on water quality. Dissolved oxygen values on the surface in Slocum
Creek ranged from 11.2 mg/L to 7.5 mg/L. However, please note that the
bottom water in Slocum Creek was anaerobic. The dissolved oxygen in the
Neuse River near the mouth of Slocum Creek was 7.5 mg/L.

Slocum Creek - East Prong Slocum Creek - Southwest Prong Slocum Creek
871001
A follow-up survey was conducted on Slocum Creek, East Prong Slocum
Creek, Southwest Prong Slocum Creek and Tucker Creek on 87/ 10/01.
Southwest Prong Slocum Creek and Tucker Creek were not investigated
during the 87/09/23 survey. The objective of the 87/10/01 survey was to
determine; 1 ) If the top of the salt wedge was uniform throughout the
Slocum Creek drainage system. 2) At what depth dissolved oxygen falls to
near anaerobic levels. 3) If similar hydrologic conditions exist in the
other major tributaries to Slocum Creek.
Unlike during the 87/09/23 pre-survey, Slocum Creek and Tucker Creek
exibited little stratification. This condition existed because a strong south
wind (approx. 15 mph) was mixing the relatively wide and shallow Creeks.
East Prong Slocum and southwest Prong Slocum are narrow and are
protected from the mixing actions of the wind. Both Creeks exibited
significant stratification and a pronounced salt wedge at a depth of
approximately 3 feet. Below a depth of 3 feet, dissolved oxygen dropped to
<1 .0 mg/L. Although southwest Prong Slocum Creek is not deeply
channalized as is East Prong Slocum Creek, similar uniform stratifications
occur in both tributaries. This data suggest that although the present
discharge flow from the Havelock WWTP does cause a D.O. sage in the upper
3 feet of East Prong Slocum Creek, near anaerobic conditions below 3 feet in
both creeks are more likely the result of the naturally occuring salt wedge
from the Neuse River and the inhibited mixing.

Slocum Creek - East Prong Slocum Creek- Southwest Prong Slocum Creek
Station Descriptions
AI HWY 101 at East Prong Creek 0.4 miles upstream from Havelock WWTP
outfall. Channel width approx. 25 feet. Avg. depth 10 inches. Hard
sand bottom.
62_ East Prong Creek 250 feet upstream from Havelock WWTP outfall.
Channel width 150 feet. Avg depth 1 foot. Hard sand bottom.
A East Prong Creek at Havelock WWTP outfall. Channel width 169 feet.
Sludge blanket 1 foot thick over sand bottom.
Depth profile from left bank: 257o - 2.95 feet
507 - 3. 1 feet
75% - 4.1 feet
@ East Prong Creek 300 feet downstream from Havelock outfall. Channel
width 144 feet.
Depth profile from left bank: 25fo - 13.0 feet
50% - 15.0 feet
75% - 14.0 feet
East Prong Creek 0.3 miles downstream from Havelock WWTP outfall.
Channel width 131 feet.
Depth profile from left bank: 25% - 9.0 feet
50! - 13.0 feet
75% - 10.0 feet
C L East Prong Slocum Creek 0.7 Mi. downstream from Havelock WWTP
outfall. Havelock WWTP downstream self-monitoring sampling point.
D East Prong Creek 1. 1 mile downstream from Havelock WWTP outfall.
Channel width 175 feet.
Depth profile from left bank: 25% - 18.0 feet
50% - 24.0 feet
757o - 15.0 feet

ti
Dl Southwest Prong Slocum Creek at HWY 70, 0.9 Mi. upstream
from East Prong Slocum Creek confluence.
D2 Southwest Prong Slocum Creek upstream from large island. 0.8 Mi.
upstream from East Prong Slocum Creek confluence.
DI Southwest Prong Slocum Creek downstream from large island. 0.7 Mi.
upstream from East Prong Slocum Creek confluence.
D4 Southwest Prong Slocum Creek near mouth. 0.15 Mi. upstream from
East Prong Slocum Creek confluence.
E Slocum Creek 800 feet downstream from confluence with East Prong
Creek. Channel width 385 feet. 1.25 miles DS havelock outfall. .
Depth profile from left bank: 20% - 6.0 feet
40% - 6.0 feet
50% - 7.0 feet
60% - 4.0 feet
80% - 4.0 feet
El Slocum Creek 1.6 Mi. downstream from the Havelock WWTP outfall,
F Slocum Creek at Cherry Point outfall. Channel width 712 feet.
Sludge bottom unknown thickness '1. 2.05 miles DS Havelock outfall.
Depth profile from left bank: 20% - 6.0 feet
40% - 6.0 feet
50% - 7.0 feet
60% - 6.0 feet
80% - 5.0 feet
D Slocum Creek Downstream from Alligator Out, Channel width 619
feet. 2.95 miles DS Havelock outfall.
Depth profile from left bank: 207o - 5.0 feet
40% - 5.0 feet
50% - 6.0 feet
60% - 7.0 feet
80% - 7.0 feet

Slocum Creek 3.6 Mi. downstream from the Havelock WWTP outfall.
Near mouth of Cedar Creek.
Tucker Creek 0.9 Mi. upstream from confluence with Slocum Creek.
Tucker Creek near Mouth.
jl Slocum Creek downstream from Tucker Creek. Channel width )800
feet. 4.85 miles DS Havelock outfall:
Depth profile. from left bank: 20% - 6.0 feet
40% - 6.0 feet
507* - 5.0 feet
60% - 6.0 feet
80% - 6.0 feet
j Slocum Creek at mouth (confluence with Neuse River). Channel width
250 feet. 5.5 miles DS Havelock outfall.
Depth profile from left bank: 25% - 10.0 feet
50% - 14.0 feet
75% - 8.0 feet

EAST PRONG SLOCUM CREEK - SLOCUM CREEK SCHEMATIC
SOUTHWEST PRONG
HWY 101 SLOCUM CREEK
0.4 MI. US OUTFALL
(A2)25O FEET US OUTFALL HAVELOCK.NM+TP_
`0.0 MILES (A)
(6)3O0 FEET DS OUTFALL (DI ) HWY 70
EAST PRONG 0.3 TI. DS (D2)
SLOCUM CREEK
(C)
(C 1 ) 0.7 Mi. DS Outfall (D3)
(D) 1 .1 MI. DS OUTFALLL (D4)
1.25 MI. DS HAVELOCK OUTFALL ) (E)
SLOCUM CREEK
(E 1 ) 1 .6 MI, DS HAVELOCK OUTFACE
(F) CHERRY POINT OUTFALL
2.05 MI. DS FROM
HAVELOCK OUTFALL
2.95 MI. DS HAVELOCK OUTFALL (G)
(G 1 )3.6 Mi. DS HAVELOCK OUTFALL
TUCKER CREEK
(G3) (G2)
:14-4.85 MI. DS HAVELOCK OUTFALL (H)
5.5 MI. DS HAVELOCK OUTFALL (MOUTH OF SLOCUM) (i)
NEUSE RIVER

Slocum Creek-East Prong Slocum Creek Data 870923
Station Date Time Depth DO Temp Cond Salinity
Al 0.4 mi. US Havelock outfall 870923 1550 sur 0.7 22.0 120 0
A2 250' US Havelock outfall 870923 1215 sur 3.8 24.0 280 0
A at Havelock outfall 870923 1226 sur 3.9 23.5 490 0
1.0 0.4
B 300' DS Havelock outfall 870923 1245 sur 3.0 23.3 1150 0
15.0 0.5 26.5 12000 7
C_ 0.3 Mi. DS Havelock outfall 870923 1310 sur 3.8 24.0 1400 0.2
13.0 0.3 26.9 12000 7
D 1.1 MI. DS Havelock outfall 870923 1330 sur 9.8 25.0 2500 1
24.0 0.6 27.6 13000 7
E 800' DS of confluence 870923 1343 sur 8.1 24.9 3750 2.2
6.0 0.5 26.5 11300 7.0
F at Cherry Point outfall 870923 1408 sur 11.2 27.2 7200 4.0
6.0 0.4 27.3 13000 7.0
G DS side of Alligator Gut 870923 1430 sur 9.65 27.0 10000 5.5
6.0 0.5 26.8 12000 7.0
H DS side of Tucker Creek 870923 1450 sur 7.8 27.0 14000 8.0
7.0 0.5 26.2 13200 8.0
1 Mouth of Slocum Creek 870923 1510 sur 7.5 26.4 13500 8.0
6.0 6.3 25.0 14000 8.0

Slocum Creek Physical Data 67/10/01
Station Date Time Depth DO Temp Cond Salinity
-------------------------------------------------------------------------------------------
A2 250' US Havelock outfall 871001 1210 Sur_ 6.5 22.0 550 0.5
(East Prong Slocum) 1' 5.9 22.0 550 0.5
A at Havelock outfall 871001 1217 Sur 6.5 22.0 700 0.5
(East Prong Slocum) 1' 4.5 22.0 800 0.5
2' 4.0 21 .0 Silo 1 .5
3' 0.5 23.0 3500 2.5
B 300' DS Havelock outfall 871001 1230 Sur 4.2 22.0 1200 0.5
(East Prong Slocum) 1' 4.0 22.0 1200 1.0
2' 4.0 22.0 1250 1 .0
3' 0.3 25.0 11000 7.0
4' 0.$ 26.5 12000 7.5
5 0.5 26.5 12000 7.5
C 0.3 Mi . DS Havelock outfal871001 1240 Sur 3.8 24.0 1500 1 .5
(East Prong Slocum) 1' 3.7 23.0 1700 1 .5
2' 3.5 23.0 2100 2.0
3' 2.0 24.0 11000 6.0
4' 0.5 25.0 11000 6.0
5' 0.2 26.0 12000 7.5
6' 0.2 26.0 12000 7.5
7 0.2 26.0 12000 7.5
Cl at walkbrldge (0.7 MI .DS 871001 1248 Sur 4.8 22.0 2200 2.0
outfall )(East Prong Slocum) 1' 4.1 22.0 2500 2.5
2' 4.0 23.0 2800 2.8
3' 3.4 22.0 3500 2.5
4' 0.7 25.0 11000 6.5
5' 0.7 26.0 12000 7.5
6' 0.4 26.0 12000 7.5
7' 0.3 26.0 12000 7.5
8' 0.2 26.0 12000 7.5
9' 0.2 26.0 12000 7.5
10' 0.2 26.0 12200 7.8
D 1.1 Mi . DS of Havelock out871001 1300 Sur 6.7 23.0 4100 3.0
(East Prong Slocum) 1' 6.7 23.0 4200 3.0
2' 7.3 23.0 4200 3.0
3' 5.7 23.0 4700 3.0
4' 1.0 26.0 11200 7.5
5' 0.5 26.0 11500 7.5
6' 0.5 26.0 11500 8.0
7' 0.3 26.0 11500 8.0
8' 0.2 26.0 11500 8.0
9' 0.2 26.0 13000 8.0
10' 0.2 26.0 13000 8.5

Slocum Creek Physical Data 87/10/01
Station Date Time Depth DO Temp Cond Salinity
-------------------------------------------------------------------------------------------
DI at. HWY 70 671001 1320 Sur 5.0 21 .0 750 0.0
(Southwest Prong) it 4.7 20.0 900 0.5
2' 4.3 20 2700 1.5
3' 2.2 22.0 6000 3.3
4' 0.8 23.5 9000 6.0
5' 0.6 24.0 10000 6.0
D2 US from Island 871001 1430 Sur 4.7 22.0 750 0.0
(Southwest Prong) 1' 4.3 20.0 750 0.0
2' 2.0 22.0 3500 2.0
3' 1 .2 24.0 9000 6.0
4' 0.6 24.0 9500 6.5
5' 0.5 25.0 9500 6.5
D3 DS from Island 871001 1436 Sur 4.8 22.0 900 0.8
(Southwest Prong) 1' 4.8 22.0 1400 0.8
2' 3.9 22.0 2000 1 .0
3' 2.8 22.0 3100 2.0
4' 1.0 23.0 4000 3.0
5' 0.7 24.5 11000 6.5
D4 Southwest Prong near 871001 1448 Sur 7.2 24.0 4000 2.5
mouth 1' 5.2 24.0 4500 3.5
2' 5.5 24.5 5000 3.5
3' 2.2 25.0 7000 4.0
4' 1.0 25.0 10000 5.5
E Slocum Creek 800 feet DS 871001 1455 Sur 10.8 23.5 6000 4.0
from E P Cr. and SW P Cr. 1' 10.8 23.5 6000 4.0
2' 11 .3 23.5 6000 4.0
3' 11 .4 23.5 6000 4.0
4' 11 .0 23.5 6000 4.0
E1 Slocum Creek at Cedar Cr.871001 1504 Sur 9.7 23.5 6000 4.0
1' 9.6 24.0 6200 4.0
2' 9.5 24.0 6500 4.0
3' 8.5 24.0 7000 4.2
4' 6.7 24.0 7000 4.5
5' 3.3 24.0 9000 5.5
F Slocum Cr. at Cherry 871001 1520 Sur 8.5 24.0 8000 5.0
0utfall 1' 8.5 24.0 8500 5.0
2' 8.0 24.0 9000 6.0
3' 7.7 24.5 9000 6.0
4' 7.5 25.2 1000 6.3
G Slocum Creek DS from 871001 1526 Sur 9.7 23.5 8000 5.0

Slocum Creek Physical Data 87/10/01
Station Date Time Depth DO Temp Cond Salinity
-------------------------------------------------------------------------------------------
2' 7.7 23.5 9000 6.0
3' 7.7 23.5 9000 6.0
4' 7.4 23.0 1000 6.0
G1 Slocum Creek DS from 871001 1533 Sur 7.7 23.5 10000 6.5
Mill Creek 1' 7.7 23.5 10000 6.5
2' 7.7 23.5 10500 6.8
3' 7.7 23.5 10500 6.8
4' 7.2 23.5 10500 7.8
G2 Tucker Creek 1.0 Mi . 871001 1546 Sur 8.7 23.0 10000 6.3
US from mouth 1' 8.5 23.0 10000 6.3
2' 8.5 23.0 10000 6.3
3' 8.3 23.0 10000 6.3
G3 Tucker Creek at mouth 871001 1551 Sur 8.7 23.0 11000 7.0
1' 8.7 23.0 11000 7.0
2' 8.8 23.0 11500 7.5
3' 3.8 23.5 12200 8.0
H Slocum Creek DS from 871001 1557 Sur 8.3 23.0 12000 8.0
Tucker Creek 1' 8.3 23.0 12000 8.0
2' 8.3 23.0 12000 8.0
3' 8.3 23.0 13000 8.5
4' 7.5 23.0 13000 8.5
I Slocum Creek at mouth 871001 1604 Sur 8.0 23.0 13000 8.5
(confluence with Neuse) 1' 8.3 23.0 13000 8.5
2' 8.6 23.0 13000 8.5
3' 7.6 22.0 13000 8.5
4' 8.2 21 .0 13500 8.8
5' 8.2 21.0 13500 8.8
6' 8.$ 21 .0 13500 8.6
7' 8.3 21 .0 13500 8.5
8' 8.3 21 .0 13500 8.5
9' 8.3 21.0 13500 9.0
10 8.3 21 .0 13500 9.0

SLOCUM CREEK /HAVELOCK WWTP SELF-MONITORING DATA
AUGUST 86 -AUGUST 87
Date Effluent BOD 5 Effluent NH3 UPS DO DNS DO
--------------------------------------------------------------
AUGUST 87
8/3 4.3 <0.03 2.0 2.1
8/4 5.2 <0.03 2.4 0.4
8/6 3.6 <0.03 2.1 0.1
8/10 2.9 0.06 1 .6 0.3
8/12 20.0 0.05 2.0 3.4
8/13 3.7 0.11 2.5 4.4
8/17 4.9 0.88 3.2 3.8
8/18 5.4 0.82 2.0 2.2
8/20 4.6 3.4 2.0 3. 1
8/25 3.3 0.29 1 .3 2.9
8/26 1 .4 0.32 1 .5 3.6
8/27 2.0 0.03 2.5 3.1
8/31 <1 .0 7.2 1 .1 0. 1
JULY 87
7/1 5.0 0.04 1 .6 0. 1
7/6 3.7 0.03 2.5 3.2
7/7 8.7 0.03 2.4 1 .5
7/9 3.9 0.03 1 .3 0.3
7/13 5.7 0.06 0.8 2.3
7/14 4.8 0.04 1 .1 1 .4
7/16 3.8 0.03 1 .8 3.2
7/20 4.4 0.03 0.8 9.2
7/21 3.1 0.03 1 .7 4.4
7/23 11 .0 0.07 1 .6 5.2
7/28 1 .9 0.04 2.4 2.2
7/29 3.2 0.03 1 .5 0.1
7/30 2.8 0.03 1 .3 4.1
JUNE 87
6/1 4.9 <0.03 2.1 6.2
6/2 5.6 0.04 2.6 9.3
6/4 9.4 0.03 2.6 3.0
6/8 6.1 <0.03 2.0 6.1
6/9 5.8 0.03 1 .9 2.5
6/11 4.6 <0.03 1 .5 7.0
6/15 5.1 <0.03 2.7 3.6
6/17 5.9 <0.03 4.2 0.8
6/18 5.0 <0.03 2.7 3.9
6/22 4.4 0.03 0.8 0.4
6/23 5.2 0.03 1 .3 3.0
6/25 4.1 0.04 0.7 0.4
6/29 3.3 0.03 1 .9 6.9
6/30 4.5 0.03 1 .3 1 .3

Date Effluent BOD 5 Effluent NH3 UPS DO DNS DO
--------------------------------------------------------------
5/6 3.9 0.03 2.5 3.6
5/11 4.6 0.05 3.0 8.4
5/18 4.3 0.03 2.7 9.2
5/28 3.9 0.04 2.2 2.9
APRIL 87
4/2 3.6 0.04 6.8 5.1
4/7 17 0.03 8.2 5.4
4/13 29 0.04 5.8 5.9
4/23 43 0.06 7.1 7.1
4/27 11 .0 0.06 4.4 3.6
MARCH 87
3/3 34.0 1 . 1 7.7 7.0
3/12 4.7 <0.03 8.7 6.2
3/18 8.0 <0.03 8.4 7.2
3/23 45.0 0.03 7.6 7.0
FEBRUARY 87
2/4 4.9 0.04 8.1 5.1
2/11 5.7 <0.03 10.0 8.9
2/19 4. 1 0.05 10.0 8.6
2/24 6.0 0.04 12.0 9.0
JANUARY 87
1/5 11 .0 0.06 7.9 7.3
1/15 7.4 0.06 7.8 1 .6
1/19 58.0 0.99 8.3 4.5
1/29 6.4 0.08 10.0 8.8
DECEMBER 86
12/1 4.3 0.08 2.9 8.2
12/10 2.4 <0.03 0.2 4.8
12/18 2.6 0.03 6.0 0.1
12/29 4.9 0.07 6.2 7.9
November 86
11/4 3.2 0.40 2.6 4.9
11/12 4.1 0.05 3.1 0.4
11/20 2.4 0.13 3.6 0.6
I1/24 3.3 0.41 4.0 0.3
OCTOBER 86
10/1 2.7 0. 14 0.1 0.8
10/6 4.4 1 .8 0.2 2.2
10/16 2.8 0.12 1 .3 0.1
ini�n q 9 n_n6 2.1 1 .1

Date Effluent BOD 5 Effluent NH3 UPS DO DNS DO
--------------------------------------------------------------
10/27 4.8 0.31 2.4 0.4
SEPTEMBER 86
9/2 3.4 2.6 2.8 3.9
9/3 4.9 0.95 5.0 5.7
9/4 4.5 0.18 2.2 6.0
9/8 6.3 0.09 2.0 0.2
9/10 2.8 0.08 1 .8 4.8
9/11 4.6 0.05 2.0 4.8
9/15 3.7 11 .0 1 . 1 5.4
9/16 3.7 11 .0 0.7 4.8
9/18 1 .6 <0.03 1 .2 4.7
9/22 4.0 0.11 2.0 4.4
9/23 2.6 <0.03 2.0 3.6
9/25 4.0 0.03 1 .5 0.3
9/29 2.8 1 .1 0.9 4.1
AUGUST 86
8/4 68.0 0.11 4.6 4.8
8/5 7.2 <0.03 4.5 4.1
8/6 3.0 0.05 4.8 4.1
8/11 1 .3 2.9 3.3 0.2
8/12 0.7 1 .2 3.3 0.9
8/14 2.4 0.69 4.4 0.2
8/18 3.5 0.15 4.6 4.2
8/20 6.6 0.35 4.2 4.5
8/21 6.2 0.67 4.3 3.9
8/25 10.0 0.13 4.7 3.7
8/26 2.7 0.08 5.1 4.0
8/28 1.9 0.69 3.4 4.7

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THU of Pubeluch
"ScrWnp Eastern Carolina's Largest Industry"
P. O. Box 388
Xr MtTEIIItA, Norf4 fLlttrolintt
28532
PHONE 919.447.815E
October 23, 1987
Havelock, North Carolina
Wastewater Plant
9CT zv 1987
Mr. George T. Everett
Division of Environmental Management
N. C. Department of Natural Resources c =
6 Community Development ;vi
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Everett:
This letter is a follow-up to our recent conversations with Regional staff
(August 6, 1987) and your Raleigh staff (August 20, 1987) regarding the
assimilative capacity of Slocum Creek and its tributaries. Moders run on:
Slocum-Creek-tributaries indicate there is ,insufficient_a_ssimilati.ve_capaci.ty_.'
in the East Prong to.accomodate addi.tional_effluent__from_Che �i.t.y's_WWTP----
currently permitted for 1,500,000 gallons per day.
The City of Havelock has, for the past several years, been able to meet its
capital needs on a "pay-as-you-go" basis. With the potential cost that may be
facing the City in order to discharge WWTP effluent further downstream in
Slocum Creek, we need to know as soon as possible where this discharge point
will be located. The City continues to grow at a rate that generates on the
order of 60,000 gallons per day of additional wastewater flow. The currently
permitted 1.5 mgd will be reached in approximately four years. The most
possible lead time in our planning will enable the required improvements to be
put into place by the time the limits of our present permit are reached.
This-letter.-is-our request,_to_y_ou_to_initiate the required mon_i_t_oring-
-T_. --- -- - -
modelling to verify where ourdis_chargep in______ oit will_.need_to_be_located. This
work should be based_ on at leastt2:5 _mgd;'discharge, which hopefully would get
the City to the year 2000. The wastewater treatment plant staff of the City
will be able to assist your staff in any way possible in order to speed this
work along. Susan Rexrode is superintendent of our treatment plant, and would
be our contact for assistance by our staff.
� cc-/VED
OCT F 1987
iECHNICAL SERVICES-3
RgNCh

Mr. George T. Everett 2 October 23, 1987
The City of Havelock is committed to maintaining the quality of our surface
waters and also providing the services necessary for continued growth of our
community. Your help and cooperation in meeting these goals will be greatly
appreciated.
Very truly yours,
CITY OF HAVELOCK
Ralph Kennedy
Manager
mbc
Enclosure
cc: Joe .Hardee
Susan Rexrode
Jim Shank

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Govemor R. Paul Wilms
S. Thomas Rhodes, Secretary Director
November 13, 1987
Min.-Ralph-Kennedy,-Manager- ,-
City of Havelock
P.O. Box 368
Havelock, NC 28532
Subject: Expansion of Havelock WWTP (NC0021253)
Dear Mr. Kennedy:
In response to your letter dated October 23, 1987, the Tech-
nical Services staff have_thoroughly_investigated_the_question_of -
expansion ofyouur current facility_. ) DEM field monitoring data,
instream self-monitoring data, and modeling studies all indicate,
that expansion..of-wastef-low-at-your--current discharge location
would be--inappropriate. ) Low background dissolved oxygen (DO)
concentrations and poor flushing severely limit assimilative
capacity for oxygen-consuming waste in the East Prong of Slocum
Creek. It is clear that any expansion of wasteflow must be dis-
charged elsewhere in the basin.
Clearly, the greatest-amount-of-available_assimilative_capac-
ity for your City_'.s_discharge_exists_in the_Neuse River proper.
A preliminary examination of this alternative indicates that
effluent limits over the range of proposed amounts of discharge
approximate secondary levels of treatment. It is probable that a
diffuser would be required to ensure adequate mixing of the
effluent with river water.
A second alternative may exist-, in Slocum Creek below the con-_
fluence of_the-East-and_West_Prong.s. However, we cannot confirm
that there is adequate assimilative capacity based upon the
information currently available even for a discharge treated to
the limits of available technology. Should you wish to explore
this option further, we recommend that you embark upon an
instream monitoring study to help clarify existing instream con-
ditions. This information would be necessary prior to any model-
ing analysis by DEM. A proposed sampling strategy is attached
for your review.
Pollution Prewnlion Pays
P.O. Box 27697, Raleigh, North Camlina 2 7 611-76 97 Telephone [phone]
An Eowl O000rtuniry Affirmative Action Empbm

I hope that this information is of help to you in your effort
to plan for the future growth of your community. If you have
further questions regarding this matter, please contact Trevor
Clements (919/733-5083) of my staff.
Si e ely,
G orge Everett, Chief
Water ality Section
Attachment
GTE/JTC
CC: Steve Tedder
'- Trevor Clements
Jay Sauber
Roger Thorpe

Proposed Instream Monitoring for City of Havelock
Slocum Creek
Parameters
Temperature (C)
Dissolved oxygen (DO) (mg/1)
Conductivity (uhmos)
pH (SU)
BODS (mg/1)
TKN (mg/1)
NH3-N (mg/1)
Methods
Collect Temp. , DO, and conductivity data vertically through
the water column at 1 foot intervals at each station between
April and October on a weekly basis.
Collect one sample each for pH, BODS, TKN, and NH3-N within 1
foot of the water surface at each station between April and
October on a weekly basis.
Note: The regional field office for DEM should collect one set
of long-term BOD and Nitrogen data at each instream station and
from the Havelock and Cherry Point discharges during July and
August.
Monitoring Stations
Five monitoring stations have been chosen within Slocum Creek
and their locations are shown on the attached map using letters
A-E. Sampling will undoubtedly require the use of a boat.
Reporting Results
Results should be submitted to DEM (see address below) in
tabular form on a monthly basis within 30 days of the end of each
month of sampling. Individual values and monthly averages should
be provided for each parameter in the units shown above.
Mail to: NC Dept. of NRCD/DEM
Water Quality Section
P.O. Box 27687
Raleigh, NC 27611
Attn: J. Trevor Clements

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State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh,.North Carolina 27611
James G. Martin, Govemor R. Paul Wilms
William W. Cobey, Jr., Secretary Director
March 13, 1989
Mrs0 Susan_Rexrode
City of Havelock
P.O. Box 368
Havelock, NC 28532
Dear Mrs. Rexrode,
Technical Services staff have reviewed-the-in-stream monitoring-data-col--
1ected_by_ the_City this_past-summer.- 'The sampling appears to have be conducted
in-a_very_consistent-and-thorough-manner.. ' The Division appreciates the resources
the City dedicated to this effort.
Based on review of data ,collected by the City and data collected by NCDEM
the following observations on factors controlling the assimilative capacity of
Slocum Creek are offered:
o Conductivity data indicate Slocum. Creek_stratifie_s throughout due to a
salt wedge.
o Dissolved_oxygen_profiles indicate anoxic conditions occur at the bottom
of Slocum Creek due, in part,_ to this stratification.
o Dissolved oxygen and pH data indicate elevated-algal productivity_
o NCDEM phytoplankton sampling indicates algal productivity of-blo6m
proportions at the mouth of Slocum Creek, which in turn indicates limited
flushing.
The conclusion drawn from these observations is that Slocum-Creek-does-not
offer an appropr-iate-discharge-site-for-expansion-of-the-City_s._WWTP._Technical
Servicesstaff._recommend_piping_wastewater_to-the-Neuse-River-and-discharging via
'a diffuser.. i Current effluent limits, as well as a total phosphorus limit of 2
mg/1, would likely apply for any future expansions.
PQ Ilux 27087, Raleigh, North C-Imlina 27611 7687 Telephone 91%733-7015
An Equal Opptminiry Aifinnariw Actw n Fmphy m

If you have further questions regarding this matter, please contact Trevor
Clements or Tom Stockton of my staff (919/733-5083).
S' rely,
Steve W. Tedder, Chief
Water Quality Section
SWT/TBS
cc: Trevor Clements
Jimmie Overton
Jay Sauber
rr,Tom Stockton
Roger Thorpe

of pubelntk
.,.Nei q h:nvt ri'n 6'aruiina's Lm'yes( Industry/"
P. O. Box 368
rllai,c[orle, �Vortlt &xrufizia
28532
w
PHONE 919�447.8152 P
y
APR - 3 19$9 ;ss
March 6, 1989
Le
WAit,? AMITY
Mr. ;George T. Ev -ett SEC.(ION
Divi of E ironmental Management
N. Cpar ent of Natural Resources
r ity Development
P. 02?687
RaleNorth Carolina 27611-7687
Dear Mr. Everett:
This is in response to Steve W. Tedder's letter of March 13, 1989 to
Mrs. Susan Rexrode, regarding future discharge from the City of Havelock's
wastewater treatment plant. Steve's letter indicates that the effluent limits
at the Neuse River will likely be the same as those currently in effect for
Slocum Creek. Limits on our discharge into Slocum Creek are based on AWT due
to the very low flow, or water exchange, of the creek. With the very high
flow rate of the Neuse River, we do not understand why the limits for our dis-
charge into the Neuse would not be considerably less stringent than those for
discharge into Slocum Creek. We are very much aware that phosphorous will be
limited to 2 mg/l; however, we feel that BOD and TSS would be more in the
order of secondary limits for discharge to the Neuse River.
Would you please give us an explanation of why we are likely to have a 5 mg,/l
BOD and 2 mg/1 NH3-N for discharge into the Neuse River?
Your cooperation is appreciated.
Si�nc�erg�3w,
H. Ralph ennedy
City Manager
HRK/vmw
Co Steve W. Tedder.
Copy: �^
,r
4s

. ,.SrArEo
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental lNbnagement
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Patti Wilms
William W. Cobey, Jr., Secretary Director
April 17, 1989
Mr. H. Ralph Kennedy, City Manager
City of Havelock
P.O. Box 368
Havelock, North Carolina 28532
Subject: Potential Effluent limits for the Havelock WWTP
NPDES No. NC0021253, Craven County
Dear Mr. Kennedy:
Regarding your questions on potential effluent limits for a Noose River dis-
charge site. The N_eu_se- River_.exhibits_many_of the_ same water Quality—problems
that_ limit assimilative capacity in- Slocum-Creek., Thermal_and_saline_stratifica-
Lion occur in the summer resulting_in anoxic bottom conditions'. The River also
supports an elevated phytoplankton population which intensifies the the dissolved
oxygen stratification. Though the Noose River has a higher volume of flow than
Slocum Creek, the physical characteristics of the riverbed limit the flow velocity
and, thereby, the assimilative capacity. The conclusion drawn from these observa-
tions is that the appropriate effluent limits for a Neuse River discharge site
would likely include a BODS limit of 5 mg/1 and an NH3 limit of 2 mg/l, as well as
a 2 mg/1 total phosphorus limit.
If you have any further questions regarding this matter, please contact Tom
Stockton at 919/733-5083.
Sincerely,
Steve W. Tedder, Chief
Water Quality Section
SWT/TBS
cc: Trevor Clements
-Tom-Stockton
Roger Thorpe
P.O. Box 27687, P_Aeigh, North Carolina 27611-7687 "Iclephone 919-733-7015
An Equal Opportunity Affirmative Amon Emplover

CITY OF HAVELOCK
CV-
Post Office Drawer 368
��---
Havelock, N.C. 28532
APOR. [D MA
March 25, 1992
Brigadier General Dave Richwine >s `
Comanding Officer MAR c6 1592
MCAS
Cherry Point, North Carolina 28533 WJER Q(;r';LIW
5cCTIO N
Dear General Richwine,
As you are aware, the City of Havelock has been directed by the Division
of Environmental Management to extend the effluent discharge point for our
wastewater treatment plant to the Neuse River. While we have requested a_
variance to allow the_City_to continue to discharge effluent into Slocum-Creek,.
it appears unlikely that-this-will-be-allowed-for more-than-four_to-five_
years at_besf r- -
One of the alternatives the Division of Environmental Management is most
interested in is a joint discharge point shared by Cherry Point and the City
of Havelock. I, therefore, request a meeting between you or your representatives,
representatives of the City and George Everett and Steve Tedder of the Division
of Environmental Management.
If this is acceptable, please give us dates and times that your group
will be available and we will arrange our schedule to meet yours. We, of course,
desire a fairly expeditious response in order that we might resolve this matter
in a timely manner.
RECEIVED
re
MAR 2 7 1992
�
H. RALPH KENNEDY
TECHNICAL SUPPORT BRANCH CITY MANAGER
HRK/lm
Copies to:
Dr. George Everett
Steve Tedder
Clarke Wright
Richard De Young
Troy Smith
Phone[phone] pdw° AA K,CHE Fax[phone]

C4�VOR�IC��,LJ*J . CITYOFHAVELOCKPost Office Drawer 368Havelock, N.C. 28532 1992
- N1 �� \f`.M•'1. �� ``Tr✓
pIV. �D�RECSOti S R,U ��//.•
April=l3,,-1992_
Brigadier General D. A. Richwine '
Commanding General ?
Marine Corps Air Station �/ APR 20 1992
Cherry .Point, North Carolina 28533 %
WATER QUALITY
Dear General Richwine: ( SECTION
Thank you for your letter of 8 April 1992, in response to my letter of
25 March 1992. The Division of Environmental Management has determined
that the city must go to the Neuse River with any additional effluent dis-
charge innediately; at same point in the future we will have to take all
present Slocum Creek discharges to the Neuse River as well. The City's
request is simple: Schedule a meeting to explore whether.the_pipeline being
constructed_by Cherry__Point_canybe_jointly_used-by -the-City-of-Havelock-to_
convey its treated sewage tothe Neuse-River.
The City's Slocum Creek plant was completed in 1979 and put in service in
December of that year. The projected life of the plant is 28 to 35 years.
It is not rational or feasible to abandon this plant; instead, the City
plans to maximize the use of this ten million dollar facility by expanding
to the maximum designed capacity of 2.25 MGD. This plant cannot—
go-beyond-that capacity at the present Slocurn_Creek_location—,
Thus the maximum amount of capacity the City would need in a joint—
pipeline--would be 2!25_MGD. Assuming that both parties agree that the basic concept
of joint use is feasible, a key issue for discussion would be the time frame
during which the City would commence, and then increase, its contributions to
the pipeline flow up to the maximum 2.25 MGD capacity of the Slocum Creek
facility. The point of entry into the pipeline of the City's effluent would
be beyond the point for the MCAS plant so that the effluent limits separately
would be monitored in each plant laboratory.
Our attorneys again have spoken with DFM and confirmed that the agency's
position remains firm. Absolutely no additional discharges will be permitted
into Slocum Creek and, in the longer term, all discharges will be required to
relocate from the creek. For the present, the City must continue to dis-
charge 1.5 MGD into Slocum Creek, while pursuing a 'longer term solution that
makes use of the Slocum Creek treatment facility.

FF
Brigadier General D. A. Richwine
April 13, 1992
Page 2
DEM has reaffirmed its desire that the City and your staff meet to discuss
the feasibility of joint pipeline use: Pursuant to a telephone conversation
this morning with Mr. Steve Tedder, it is his reccmTendation that the initial
meeting be between the City and the MCAS. Thereafter, a meeting will be
scheduled involving Mr. Tedder and/or George Everett, as appropriate.
In.regards to the City's very long tern plans for wastewater management, it
is understood that a new site and a new plant must be planned and the City
may or may not be required to discharge into the Neuse River at that time.
Among other possibilities, the option of land application is being studied.
However, such 30 year plans are of little manent in determining the proper
course of action for the next 10-20 years. It is this time frame, with
emphasis on the immediate future, that is relevant to joint pipeline use dis-
cussions.
I trust this spells out more clearly the City's need to set up a meeting as
soon as possible. I look forward to being contacted by Colonel Clark to
set up a meeting between Cherry Point and City representatives to discuss
the basic feasibility of joint use by the City of the MCAS Neuse River pipe-
line. Your prompt response, as always, is appreciated.
Sinc ly, ,
H. Ralph Kennedy
City Manager
HRK/vma
Copy: ,/Mr. George Everett
Mr. Steve Tedder
Mr. J. Troy Smith, Jr.
Mr. Richard C. DeYoung, III

UNITED STATES MARINE CORPS
E ��
�`'•, / � � .MARINE CORPS AIR STATION
CHERRY POINT,NORTH CAROLINA 28533.5001 IN REPLY REFER To:
11000
LFF
- MAY_1-9-1992'
Mr. H. Ralph Kennedy, City Manager
City of Havelock
P. O. Drawer 368
Havelock, NC 28533
Dear Mr. Kennedy: Q
At the meeting on 7 May 1992, the A/E firm of Black & Veatch, Inc. , hired by
the City to investigate the expansion of Havelock' s waste treatment
capability including the feasibility of joint wastewater discharge with the
Air Station, received the following information from us:
a. Design drawings C63-C95 for "Upgrade of wastewater Treatment Plants,
Cherry Point, North Carolina" .
b. Specifications associated with project; section 11033 "Post
Aeration Aerators", section 11023 "Final Effluent Pumps", and section 02226
"Outfall Diffuser System and Gravity Pipe" .
C. General status of our construction contract and contract schedule.
The A/E also requested the construction contractor' s detailed time schedule
and schedule of prices for the effluent pumps and forcemain pipe. This will
be forwarded upon receipt from the contractor.
As discussed during the meeting, the timeframe for this study is most
sensitive as our contractor continues to execute his contract.
The A/E indicated that the City plans to provide sewer service to the
Westbrooke area and possibly Ketner Heights, which would be treated at the
existing facility. These additional flows and any other future projected
flows will have to be identified for design. Additionally, you will recall
that during our informal discussions of 29 April you indicated that the sewer
service mentioned in the annexation article of the Sun Journal of 28 April had
been incorporated in the 2.25 MGD flow. With the possibility of joint
wastewater discharge, the Air Station is concerned about the increased flows
of the City of Havelock. To assess the impact to the Air Station of such a
proposal, we request future annexation and proposed sewer services plans and
projections. Also, my staff will need to review the basis of design for the
proposed plant expansion and forcemain.
We also request the following information which will be most beneficial for us
to assess your proposal.
a. Plan and milestones for permit application.
b. Copies of the Discharge Monitoring Reports (DMR) for the past 3 years.

C. The current plant staffing and routine maintenance plan, including
information on the testing laboratory.
d. The current effluent monitoring schedule. .,
e. Results of any internal monitoring done for operational/information
purposes, including the type of testing procedure or method used.
f. Copies of the Annual Priority Pollutants Listing for the past 3 years.
Please provide the requested data to the Commanding General, Marine Corps Air
Station, Cherry Point, Attention: Director of Facilities, Facilities
Development Department. Our staff is prepared to review and analyze the
possibility of joint effluent wastewater discharge between the Air Station and
the City of Havelock. We look forward to a combined input and review effort
that will result in determining the most feasible solution for wastewater
treatment and discharge for the City.
Since/rell
I J. CLARK
lonel, USMC
+ irector of Facilities
'\!J By direction of
the Commanding General
Copy to:
Dr. George Everett (NCDEM)
Mr. Steve Tedder (NCDEM)
2

-9-12
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- _ - - - - - -

Page 1
Note for Trevor Clements
From: Dennis Ramsey
Date: Fri, Jun 19, 1992 3:55 PM
Subject: CHERRY POINT/HAVELOCK
To: Coleen Sullins; Don Safrit; Steve Tedder; Trevor Clements
I TALKED WITH RALPH KENNEPY,CITY MANAGER FOR HAVELOCK ON
6-19-92. COLONEL CLARK IS OUT OF TOWN UNTIL 6-29-92.
MR KENNEDY AND COLONEL CLARK NET EARLIER THIS WEEK. MR KENNEDY
IS NOT OVERLY OPTIMISTIC THAT THEY CAN WORK THINGS OUT. MR
KENNEDY SAID THAT HE HAD PREVIOUSLY PROPOSED A MEETING BETWEEN
DEM,THE BASE AND THE CITY BUT THE BASE WANTED TO WORK MORE WITH
THE CITY FIRST.
THE CITY HAS THE FOLLOWING QUESTIONS AND CONCERNS:
NOW THAT THE BASE IS MOVING OUT OF THE CREEK,DO THEY REALLY
STILL NEED TO MOVE
CONCERN THAT BASE'S NPDES WILL HAVE TO BE REOPENED
CONCERN WITH HAVING TO MODIFY THE BASE'S EIS
CONCERN WITH WETLANDS AND ENDANGERED SPECIES ALONG OUTFALL
ROUTE
COST OF TREATMENT PLANT UPGRADE $3.2 MILLION
COST OF OUTFALL $2 MILLION IF THEY GO WITH THE BASE AND $3.2
MILLION IF THE GO BY THEMSELVES
ADDITIONAL COST FOR THE LARGER DIFFUSER
IMPACT OF THIRD PARTY APPEALS
ANNUAL OPERATION COST OF THE OUTFALL
NOT SURE THAT STREAM IS A 0.0 CFS STREAM
I TOLD MR KENNEDY THAT WE WOULD STRONGLY ENCOURAGE A MEETING
BETWEEN US, THE BASE AND THE CITY. MR KENNEDY SAID HE WOULD LIKE
TO HAVE SUCH A MEETING BEFORE GEORGE LEAVES. HE SAID HE WOULD
CONTACT THE BASE AND SEE IF HE COULD ARRANGE SOMETHING AND HE
WOULD LET US KNOW SOMETHING SOON.

Slocum Creek Surface DO Measurements
Location Date Number Obs Max Min Mean Median # Obs<5.0 %obs <5.0
E. Promg Slocum Creek at Hwy 70 Jan 90-Aug 91 140 10 0.3 3.55 3 109 78
Slocum Village Personnel Bridge Jan 90-Aug 91 137 12 0.1 5.06 4.7 75 55
A/Cherry Point UPS April 88-Oct 88 29 17.6 3.3 8.54 7.9 3 10
AA/Havelock DNS June 88 - Oct 88 21 15 0.2 5.33 4.6 13 61
B/Cherry Pt Outfall April 88-Oct 88 29 19.6 3.9 8.9 8.1 2 7
C/Cherry Pt DNS April 88-Oct 88 29 20 4.8 9.6 9 1 3
D/UPS Tucker Creek April 88-Oct 88 29 12.8 4.7 8.5 8.2 1 3
E/Slocum Creek Mouth April 88-Oct 88 1 29 1 11.2 1 4.6 1 7.6 1 7.3 1 2 1 7

Dissolved Oxygen in. mg/I
O 1 N W A Ut 0) V co to O s N
1 /2/90
1 /29/90 I
2/26/90
I I I I I I
3/26/90 I
I
5/29/90 it T I I I I I I
6/11 /90
6/19/90 to
1 I �
6/28/90 v
7/9/90 I I I I I CD
p
7/17/90 0
7/26/90 I 0
0
c
8/6/90 D
I I 0
co CD
m
CD
0 8/23/90 I I
Q v
CD9/4/90 m
2 I I o
w 9/13/90
= 9/24/90 -
I I
m
10/9/90 - a
CD
= 1 1 /6/90 C/)
I i
v, 1 2/4/90
1 /2/91
I I I I I -
1 /29/91
I I I I =
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i
Nwnber LOCATION DATE DEPTH(f0 D.O. DEPTH(ft)
1 AN HAVELOCK DOWNSTREAM 6/6B8 1 4.5 1
2 AA/HAVELOCK DOWNSTREAM 6/688 2 3.6 2
3 AN HAVELOCK DOWNSTREAM 616/88 3 2.6 3
4 AN HAVELOCK DOWNSTREAM 6/6B8 4 0.4 4
5 AN HAVELOCK DOWNSTREAM 6/688 5 025 5
6 AN HAVELOCK DOWNSTREAM 6/6188 6 0.2 6
7 AN HAVELOCK DOWNSTREAM 61688 7 0.2 7
8 AN HAVELOCK DOWNSTREAM 616188 8 0.15 8
9 AN HAVELOCK DOWNSTREAM 616/88 9 0.15 9
LOAN HAVELOCK DOWNSTREAM 6/688 10 0.15 LO
11 AN HAVELOCK DOWNSTREAM 6/1388 1 5.7 1
12 AN HAVELOCK DOWNSTREAM 6/1388 2 5.6 2
13 AN HAVELOCK DOWNSTREAM 6113/88 3 0.7 3
14 AN HAVELOCK DOWN STREAM 6/1388 4 0.2 4
15 ANHAVELOCK DOWNSTREAM 6113/98 5 0.1 5
16 AN HAVELOCK DOWNSTREAM 611388 6 0.1 6
17 AN HAVELOCK DOWNSTREAM 6113/88 7 0.1 7
18 AN HAVELOCK DOWNSTREAM 6/1388 8 01 8
19 AN HAVELOCK DOWNSTREAM 611388 9 0.1 9
20 AN HAVELOCK DOWN STREAM 6/13/88 10 0.1 10
2IAN HAVELOCK DOWNSTREAM 62188 1 20 I
22 AN HAVELOCK DOWNSTREAM 62188 2 1.5 2
23 AN HAVELOCK DOWNSTREAM 6208 3 0.15 3
1 AN HAVELOCK DOWNSTREAM 62188 4 0.15 4
25 AN HAVELOCK DOWNSTREAM 62188 5 0.1 5
26 AN HAVELOCK DOWNSTREAM 62188 6 0.1 6
27 AN HAVELOCK DOWNSTREAM 62188 7 0.1 7
2S AN HAVELOCK DOWNSTREAM 62188 8 0.1 8
29 AN HAVELOCK DOWNSTREAM 62188 9 0.1 9
30 AN HAVELOCK DOWNSTREAM 62188 10 0.1 10
31 AN HAVELOCK DOWNSTREAM 62788 1 7.9 1
32AN HAVELOCK DOWNSTREAM 62788 2 OS 2
33 AN HAVELOCK DOWNSTREAM 62788 3 0.15 3
34 AN HAVELOCK DOWNSTREAM 62788 4 0.15 4
35 AN HAVELOCK DOWNSTREAM 62788 5 0.1 5
W AN HAVELOCK DOWNSTREAM 62788 6 0.1 6
37 AN HAVELOCK DOWNSTREAM 62788 7 0.1 7
38 ANHAVELOCK DOWNSTREAM 62788 8 0.1 8
39 AN HAVELOCK DOWNSTREAM 62788 9 0.1 9
40 AN HAVELOCK DOWNSTREAM 62788 10 0.1 IO
41 AN HAVELOCK DOWNSTREAM 7/5188 1 15 1
42 AN HAVELOCK DOWNSTREAM 71589 2 5.7 2
43 AN HAVELOCK DOWNSTREAM 7/5188 3 1.3 3
44 AN HAVELOCK DOWNSTREAM 7888 4 0.41 4
45 AN HAVELOCK DOWNSTREAM 715/88 5 0.3 5
46 AN HAVELOCK DOWNSTREAM 7/588 6 0.2 6
47 AN HAVELOCK DOWNSTREAM 7/5B8 7 0.2 7
48 AN HAVELOCK DOWNSTREAM 7/5188 8 0.2 8
49 AN HAVELOCK DOWNSTREAM 7888 9 0.2 9
50 AN HAVELOCK DOWNSTREAM 7B188 LO 0.1 10
51 AN HAVELOCK DOWNSTREAM 7111188 1 13 I
52 AN HAVELOCK DOWNSTREAM 7/1188 2 7.8 2
53 AN HAVELOCK DOWNSTREAM 7/1188 3 22 3
54 AN HAVELOCK DOWNSTREAM 7/I1188 4 0.6 4
55 AN HAVELOCK DOWNSTREAM 7/I1/88 5 0.1 5
56 AN HAVELOCK DOWNSTREAM 7111/88 6 0.2 6
57 AN HAVELOCK DOWNSTREAM 7/1 MS 7 0.2 7
58 AN HAVELOCK DOWNSTREAM 7/11188 8 0.15 8
59 AN HAVELOCK DOWNSTREAM 7/IIB8 9 0.15 9
W AN HAVELOCK DOWNSTREAM 7/11188 10 0.15 IO
61 AN HAVELOCK DOWNSTREAM 7/18188 1 12 L
62 AN HAVELOCK DOWNSTREAM 711888 2 8.2 2
63 AN HAVELOCK DOWNSTREAM 711888 3 0.6 3
64 AN HAVELOCK DOWNSTREAM 7/1888 4 0.2 4
65 AN HAVELOCK DOWNSTREAM 71181 5 0.15 5
66 AN HAVELOCK DOWNSTREAM 7/IB 8: 6 0.15 6
67 AN HAVELOCK DOWNSTREAM 7118188 7 0.1 ]
68 AN HAVELOCK DOWNSTREAM 725188 1 5 1
69 AN HAVELOCK DOWNSTREAM 72588 2 19 2
70 AN HAVELOCK DOWNSTREAM 72588 3 0.2 3
71 AN HAVELOCK DOWNSTREAM 725188 4 0.2 4
72 AN HAVELOCK DOWNSTREAM 72588 5 0.2 5
73 AN HAVELOCK DOWNSTREAM 72588 6 0.2 6
74 AN HAVELOCK DOWNSTREAM 7125188 7 0.2 7
75 AN HAVELOCK DOWNSTREAM 7125/88 8 0.2 8
76AN HAVELOCK DOWNSTREAM 72588 9 0.2 9
77 AN HAVELOCK DOWNSTREAM 7M88 10 0.2 LO
76 AN HAVELOCK DOWNSTREAM 8/1188 1 0.9 1
79 AN HAVELOCK DOWNSTREAM 8/1188 2 0.8 2
W AN HAVELOCK DOWNSTREAM 8/IBS 3 0.1 3
81 AN HAVELOCK DOWN STREAM 8/1B8 4 D.1 4
Page 1

Number LOCATION DATE DE]'fH(ft) D.O. DEPfH(ft)
82 AA/HAVELOCK DOWNSTREAM 8/I/88 5 0.1 5
83 AA/HAVELOCK DOWNSTREAM 811188 6 0.1 6
84 AA/HAVELOCK DOWNSTREAM 811/88 7 0.1 7
85 AN HAVELOCK DOWNSTREAM 8/1/88 8 0.1 8
86 AA/HAVELOCK DOWN STREAM BA88 9 0.1 9
87 AN HAVELOCK DOWNSTREAM 8/1188 10 0.1 10
88 AA/HAVELOCK DOWNSTREAM 8/888 1 25 1
89 AA/HAVELOCK DOWNSTREAM 8/988 2 OS 2
90 AA/HAVELOCK DOWNSTREAM 8/888 3 0.1 3
91 AA/HAVELOCK DOWNSTREAM 8BB8 4 0.1 4
92 AN HAVELOCK DOWNSTREAM 8BB8 5 0.1 5
93 AA/HAVELOCK DOWNSTREAM 8B188 6 0.1 6
94 AA/HAVELOCK DOWNSTREAM 8BB8 7 0.1 7 -
95 AA/HAVELOCK DOWNSTREAM 8BB8 8 0.1 8
96 AA/HAVELOCK DOWNSTREAM 8B188 9 0.1 9
97 AN HAVELOCK DOWNSTREAM 8B188 10 0.1 10
98 ANHAVELOCK DOWNSTREAM 8/15/88 1 4.1 1
99 AA/HAVELOCK DOWNSTREAM 8115188 2 28 2
100 AA/HAVELOCK DOWNSTREAM 8115188 3 0.2 3
101AA/HAVELOCK DOWNSTREAM 8115/88 4 0.1 4
102 AN HAVELOCK DOWNSTREAM 8/15/88 5 0.1 5
103 AN HAVELOCK DOWNSTREAM 8115188 6 0.1 6
104 AN HAVELOCK DOWNSTREAM 8115188 7 0.1 7
105 AN HAVELOCK DOWNSTREAM 8/1588 8 0.1 8
106 AN HAVELOCK DOWNSTREAM 8115/88 9 0.1 9
107 AN HAVELOCK DOWNSTREAM 8/I5/88 t0 0.1 10
IM AN HAVELOCK DOWNSTREAM 8/22188 1 6.1 1
109 AN HAVELOCK DOWNSTREAM 822/88 2 5.4 2
110 AN HAVELOCK DOWNSTREAM 822/98 3 1 3
Ill AN HAVELOCK DOWNSTREAM 8=8 4 0.1 4
112 AN HAVELOCK DOWNSTREAM 8/22/88 5 0.1 5
113 AN HAVELOCK DOWNSTREAM 822J88 6 0.1 6
114 AN HAVELOCK DOWN STREAM 8/1288 7 0.1 7
115 AN HAVELOCK DOWNSTREAM 8/2=8 8 0.1 8
116 AN HAVELOCK DOWNSTREAM 822/88 9 0.1 9
117 AN HAVELOCK DOWNSTREAM 8=8 10 0.1 10
118 AN HAVELOCK DOWNSTREAM 82988 1 3 1
119 AN HAVELOCK DOWNSTREAM 82988 2 04 2
120 AN HAVELOCK DOWNSTREAM 82988 3 0.1 3
121 AN HAVELOCK DOWNSTREAM 82988 4 0.1 4
122 AN HAVELOCK DOWNSTREAM 82988 5 0.1 5
123AN HAVELOCK DOWNSTREAM 82988 6 0.1 6
124 AN HAVELOCK DOWNSTREAM 82988 7 0.1 7
125 AN HAVELOCK DOWNSTREAM 82988 8 0.1 8
126 AN HAVELOCK DOWNSTREAM 82988 9 0.1 9
127 AN HAVELOCK DOWNSTREAM 82988 10 0.1 ]0
128 AN HAVELOCK DOWNSTREAM 9/6188 1 4.9 1
129 AN HAVELOCK DOWNSTREAM 9/6/98 2 4.9 2
IM AN HAVELOCK DOWNSTREAM 9/6188 3 4.9 3
131 AN HAVELOCK DOWNSTREAM 9/688 4 0.9 4
132 AN HAVELOCK DOWNSTREAM 916/88 5 0.1 5
133 AN HAVELOCK DOWNSTREAM 91688 6 0.1 6
134 AN HAVELOCK DOWNSTREAM 916/88 7 0.1 7
135 AN HAVELOCK DOWNSTREAM 9888 8 0.1 8
136 AN HAVELOCK DOWNSTREAM 9/6/88 9 0.1 9
137 AN HAVELOCK DOWNSTREAM 9/688 10 0.1 IO
138 AN HAVELOCK DOWNSTREAM 911288 1 4.6 1
139 AN HAVELOCK DOWNSTREAM 911288 2 4.6 2
140 AN HAVELOCK DOWNSTREAM 9112/88 3 0.2 3
141 AN HAVELOCK DOWNSTREAM 911288 4 0.1 4
142 AN HAVELOCK DOWNSTREAM 9/1288 5 0.1 5
143 AN HAVELOCK DOWNSTREAM 9/1288 6 0.1 6
1"AN HAVELOCK DOWNSTREAM 9/1288 7 0.1 7
145 AA/HAVELOCK DOWNSTREAM 9/12/88 B 0.1 8
I"AN HAVELOCK DOWNSTREAM 9/12J88 9 0.1 9
147 AN HAVELOCK DOWNSTREAM 9/12188 10 0.1 10
IM AN HAVELOCK DOWNSTREAM 92088 1 4.8 1
149 AN HAVELOCK DOWNSTREAM 92088 2 0.3 2
150 ANHAVELOCK DOWNSTREAM 92088 3 0.1 3
151 AN HAVELOCK DOWNSTREAM 920M 4 0.1 4
152 AN HAVELOCK DOWNSTREAM 92088 5 0.1 5
153 AN HAVELOCK DOWNSTREAM 92088 6 0.1 6
154 AN HAVELOCK DOWNSTREAM 92088 7 0.1 7
155 AN HAVELOCK DOWNSTREAM 92088 8 0.1 8
156 AN HAVELOCK DOWNSTREAM 92088 9 0.1 9
157 AN HAVELOCK DOWNSTREAM 92088 10 0.1 10
158 AN HAVELOCK DOWNSTREAM 9/261881 1 0.3 1
159 AN HAVELOCK DOWNSTREAM 9/1688 2 0.2 2
160 AN HAVELOCK DOWNSTREAM 9/26188 3 0.1 3
161 ANHAVELOCK DOWNSTREAM 1 9/26/881 4 0.1 4
162 AN HAVELOCK DOWNSTREAM 1 9126/881 5 0.1 5
Page 2

Numbs LOCATION DATE DEPfH(0) D.O. DEPTH Ht)
163 AA/HAVELOCK DOWNSTREAM 9/26/88 6 0.1 6
164 AA/HAVELOCK DOWNSTREAM 9/26/98 7 0.1 7
165 AA/HAVELOCK DOWNSTREAMM 9126/88 8 0.1 8
166 AA/HAVELOCK DOWNSTREAM 9/26188 9 0.1 9
167 AA/HAVEIOCK DOWNSTREAM 9/2689 10 0.1 10
168 AA/HAVELOCK DOWNSTREAM 101388 1 2 1
169 AA/HAVELOCK DOWNSTREAM 108/88 2 0.5 2
170 AA/HAVELOCK DOWNSTREAM 10/3188 3 0.4 3
171 AA/HAVELOCK DOWNSTREAM 10/388 4 0.1 4
172AAI HAVELOCK DOWNSTREAM 108/88 51 0.1 5
173 AA/HAVELOCK DOWNSTREAM 108/88 6 0.1 6
174 AA/HAVELOCK DOWN STREAM 101388 7 0.1 ]
175 AA/HAVELOCK DOWNSTREAM 1013/88 8 0.1 8
176 AA/HAVELOCK DOWNSTREAM 101388 9 0.1 9
177 AA/HAVELOCK DOWNSTREAM 108/88 10 0.1 10
178 AA/HAVELOCK DOWNSTREAM 1011088 1 12 1
179 AA/HAVELOCK DOWNSTREAM 1011088 2 6 2
1W AA/HAVELOCK DOWNSTREAM 10/IOBB 3 0.2 3
181 AA/HAVELOCK DOWNSTREAM 1011088 4 0.1 4
182 AA/HAVELOCK DOWNSTREAM 10/1018S 5 0.1 5
183 AA/HAVELOCK DOWNSTREAM 10/1088 6 0.1 6
184 AA/HAVELOCK DOWNSTREAM 10110/881 7 0.1 7
185 AA/HAVELOCK DOWNSTREAM 10/1O188 8 0.1 8
186 AA/HAVELOCK DOWNSTREAM 1011088 9 0.1 9
197 AA/HAVELOCK DOWNSTREAM 10/1088 10 0.1 10
188 AA/HAVELOCK DOWNSTREAM 10/1788 1 28 L
189 AA/HAVELOCK DOWNSTREAM 10/17/88 2 0.2 2
190 AA/HAVEIOCK DOWNSTREAM 10/I7188 - 3 0.1 3
191 AA/HAVELOCK DOWNSTREAM 10/1788 4 0.1 4
192 Ap HAVELOCK DOWNSTREAM 10117M 5 0.1 5
193 AA/HAVEL.00K DOWNSTREAM 10/17198 6 0.1 6
194 AA/HAVELOCK DOWNSTREAM 1011788 7 0.1 7
195 AA/HAVELOCK DOWNSTREAM 10117M 8 0.1 8
196 AA/HAVELOCK DOWNSTREAM 10/171881 9 0.1 9
197 AA/HAVELOCK DOWNSTREAM 10/1788 10 0.1 10
198 AA/HAVELOCK DOWNSTREAM lOf24/88 1 0.2 1
199 AA/HAVELOCK DOWNSTREAM 10/2AB8 2 0.2 2
200 AA/HAVELOCK DOWNSTREAM IO/Z4/88 3 0.1 3
Wl AA/HAVELOCK DOWNSTREAM 1%2188 4 0.1 4
202 AA/HAVELOCK DOWNSTREAM 10/24B8 5 0.1 5
W3 AA/HAVELOCK DOWNSTREAM 10/2488 6 0.1 6
204 AA/HAVELOCK DOWNSTREAM 10/I488 7 0.1 7
205 AA/HAVELOCK DOWNSTREAM 10/2488 8 0.1 8
206 AA/HAVELOCK DOWNSTREAM 1012A88 9 0.1 9
W7 AA/HAVELOCK DOWNSTREAM 10/2488 10 0.1 10
208 AA/HAVELOCK DOWNSTREAM 10/31A81 1 0.7 1
209 AA/HAVELOCK DOWN STREAM 10/3188 2 0.6 2
210 AA/HAVELOCK DOWNSTREAM 10/31/98 3 0.1 3
211 AA/HAVELOCK DOWNSTREAM 10/3188 4 0.1 4
212 AA/HAVELOCK DOWNSTREAM 10/31/88 5 0.1 5
213 AA/HAVELOCK DOWNSTREAM 10/31/88 6 0.1 6
214 AA/HAVELOCK DOWNSTREAM .10/3188 7 0.1 7
215 AA/HAVELOCK DOWNSTREAM 10131/88 8 0.1 8
216 AA/HAVELOCK DOWNSTREAM 10/3I188 9 0.1 9
217 AA/HAVELOCK DOWNSTREAM 10/3188 10 0A 10
218 A/CHERRY PT.UPSTREAM 48/88 1 8.4 1
219 A/CHERRY PT.UPSTREAM 4/6188 2 8.4 2
220 A/CHERRY PT.UPSTREAM 4/61881 3 8.4 3
221 A/CHERRY PT.UPSTREAM 4/688 4 5 4
222 AICHERRY ff.UPSTREAM 4111188 1 12.8 I
223 A/CHERRY PT.UPSTREAM 4/1188 2 12.8 2
2 A/CHERRY Pf.UPSTREAM 4111188 3 13.2 3
225 A/CHERRY ff.UPSTREAM 4/11/98 4 12 4
226A/CHERRY Pf.UPSTREAM 4/1188 5 10 5
227 A/CHERRY FT.UPSTREAM 4/1888 1 7.6 1
228 A/CHERRY PT.UPSTREAM 411888 2 7.6 2
229 A/CHERRY PT.UPSTREAM 4/18188 3 7.5 3
230 A/CHERRY PT.UPSTREAM 4/1888 4 6.5 4
231 A/CHERRY PT.UPSTREAM 411888 5 3.4 5
232 A/CHERRY PT.UPSTREAM 4/25/88 1 9.3 1
233 A/CHERRY PT.UPSTREAM 4/2588 2 9.4 2
234 A/CHERRY PT.UPSTREAM 4/2588 3 94 3
235 A/CHERRY PT.UPSTREAM 412588 4 9.4 4
236 A/CHERRY PT.UPSTREAM 4125/88 5 9.2 5
23]A/CHFRRY PT.UPSTREAM 5/31881 1 11.5 1
238 AICHERRY PT.UPSTREAM 5888 2 11.5 2
239 AtCHERRY Pr.UPSTREAM 5888 3 11.4 3
240 AICHERRY PT.UPSTREAM 5888 4 11.2 4
241 A/CHERRY ff.UPSTREAM 5888 5 8.6 5
242 AICHERRY PI'.UPSTREAM 5988 1 11.1 1
213 A/CHERRY PT.UPSTREAM 5988 2 11 2
Page 3

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Nmnbv LOCATION DATE DEPTH(0) D.O. DEPTH(R)
325 A/CHERRY PP.UPSTREAM 9/20/88 4 0.2 4
326 A/CHERRY PP.UPSTREAM 92D/88 5 0.1 5
327 AICHERRY PP.UPSTREAM 9126/88 1 4.6 1
328 AICHERRY PP.UPSTREAM 9/26198 2 45 2
329 A/CHERRY PP.UPSTREAM 926/88 3 4.4 3
330 A/CHERRY PP.UPSTREAM 9/2688 4 4.3 4
331 A/CHERRY Pr.UPSTREAM 92688 5 4.2 5 1
332 A/CHERRY PP.UPSTREAM 92688 6 4.2 6
333 A/CHERRY Pr.UPSTREAM 1013M 1 9.2 1
334 A/CHERRY PP.UPSTREAM 108/88 2 8.9 2
335 AICHERRY PT.UPSTREAM 10/3188 3 5.2 3
3M AICHERRY PP.UPSTR EAM 108/88 d 0.4 d
337 A/CHERRY PT.UPSTREAM 10/3188 5 0.2 5
358 AICHERRY PP.UPSTREAM 10110/88 1 126 1
339 AICHERRY PP.UPSTREAM 10/10/98 2 12.2 2
340 AICHERRY PI'.UPSTREAM 10/1088 3 12.2 3
341 A/CHERRY FF.UPSTREAM 1011088 4 8.4 4
342 A/CHFRRY PI'.UPSTREAM 1011088 5 3.7 5
343 AICHERRY PP.UPSTREAM 10/1788 1 17.6 1
344 A/CHERRY P'.UPSTREAM 1011788 2 10.2 2
345 A/CHERRY PP.UPSTR EAM 1011788 3 3.2 3
346 A/CHERRY PT.UPSTREAM 1011788 4 15 4
M7 A/CHERRY PI'.UPSTREAM 10/31188 I 7.8 1
348 AICHERRY PT.UPSTREAM 10/3188 2 7.8 2
349 A/CHERRY PI'.UPSTREAM 1081188 3 7.8 3
350 A/CHERRY PP.UPSTREAM 108188 4 7.8 4
351 A/CHERRY PP.UPSTREAM I081188 5 7.7 5
352 A/CHERRY PP.UPSTR EAM 1081/88 6 7.4 6
353 B/CHERRY PT.OUTFALL 4/6/88 1 8.8 1
354➢/CHERRY PT.OUTFALL 4/688 2 8.9 2
355 B/CHERRY PT.OUTFACE 416188 3 8.9 3
356 WHERRY PT.OUTFALL 4/61881 4 8.9 4
357B/CHERRY PT.OUTFALL 4/6/88 5 8.9 5 -
358B/CHERRY PT.OUTFALL 411188 1 128 1
359 B/CHERRY PT.OUTFALL 4/1188 2 13 2
WB/CHERRY PT.OUTFALL 4/11188 3 11.8 3
361 B/CHERRYPT.OUTFALL 4/11/88 4 11.2 4
362 H/CHERRY PT.OUTFALL 4/1188 5 7.8 5
363 WHERRY Pr.OUTFACE 411188 6 8 6
364 B/CHERRY PT.OUTFALL 4/18188 1 7.5 1
365 BICHERRY PT.OUTFALL 4118188 2 7.5 2
366 B/CHERRY PT.OUTFALL 4/I888 3 7.5 3
M7,B/CHERRY PT.OUTFALL 4118188 4 75 4
3MB/CHERRY PT.OUTFALL 4119188 5 5.3 5
369 WHERRY PT,OUTFACE 42388 1 9.2 1
370 B/CHERRY PT.OUTPACE 412589 2 9.3 2
371 B/CHERRY PT.OUTFALL 4125188 3 9.3 3
372 WHERRY PT.OUTFACE 425/88 4 8 4
373 B/CHERRY PT.OUTFACE 4/25/88 5 75 5
374 B/CHERRY PT.OUTFAIL 42588 6 5.8 6
375 H/CHERRY PT.OUTFALL 5888 1 9.9 1
376 B/CHERRY PT.OUTFALL 5888 2 9.5 2
377 B/CHERRY PT.OUTFALL 5888 3 8.6 3
378 B/CHERRY PF.OUTFALL 5/388 4 8 4
379 B/CHERRY PT.OUTFALL 5888 5 5.2 5
380 B/CHERRY PT.OUTFALL 5888 6 3.5 6
381 B/CHERRYPf.OUTFALL 5988 1 12 1
382 B/CHERRYPT.OUTFALL 51988 2 12.2 2
383 WHERRY PF.OUTFALL 5,9188 3 11.2 3
394 B/CHERRY PT.OUTFACE 5)9/88 4 11 4
M5 B/CHERRY P'.OUTFALL 5988 5 9 5
386➢/CHERRY PT.OUTFALL 5988 6 6.6 6
3 B/CHERRY PF.OUTFACE 5/1688 1 11.4 1
388 B/CHERRY FP.OUTFALL 511688 2 11.3 2
389 B/CHERRY PT.OUTFALL 5/1688 3 8.6 3
390 WHERRY PT.OUTFACE 5/I6188 4 6.8 4
391➢/CHERRY PT.OUTFALL 5/1688 5 3.7 5
392 WHERRY PP.OUTFALI. 5/1688 6 0.2 6
393 B/CHERRY PP.OUTFALL 5/26188 1 6.3 1
394 WHERRY PT.OUTFALL 526188 2 6.3 2
395 B/CHERRY PF.OUTFALL 5/I688 3 5.5 3
396 WHERRY PT.OUTFACE 52688 4 5.6 4
397 B/CHERRY FP.OUTFALL 52688 5 5.8 5
398 WHERRY PT.OUTFACE 526/98 6 5.3 6
399 WHERRY PT.OUTFALL 5/3188 I 8.1 1
400 WHERRY PT.OUTFALL 5131188 2 8.2 2 -
401 WHERRY PT.OUTFALL 5/3188 3 5.2 3
402 B/CHERRY FT.OUTFALL 5131/88 4 15 4
403 B/CHERRY PP.OUTFALL 58188 5 1.3 5
404 B/CHERRY PT.OUTFALL 5/3188 6 L5 6
405 B/CHERRY PF.OUTFALL 6/6/88 1 7.41 1
Page 5

\umber LOCATION DATE DEPTH(ft) D.O. DEPTH(ft)
406 B/CHERRYPT.OUTFACL 6/6/88 2 6.9 2
407 B/CHERRYFP.OUTFALL 6/6/99 3 6.6 3
409 B/CHERRYPT.OUTFALL 6/6/88 4 6.4 4
409 B/CHERRYPT.OUTFACL 6/6198 5 5.2 5
410 B/CHERRY PT.OUTFACE 6/13/88 1 12 1
411 B/�RRY PT.OUTFACE 6/1388 2 12 2
412 B/CHERRY PT.OUTFACE 6/1388 3 10.9 3 1
413 WHERRY FT.OUTFALL 6/1388 4 7.8 4
414E/CHERRY PT.OUTFALL 6/1388 5 17 5
415B/CHERRYPT.OUTFACL 6/1388 6 2.6 6 .
416 B/CHERRY FT.OUTFALL 621/88 I 8.6 1
417 B/CHERRY FT.OUTFACE 62188 2 8 2
419 B/CHERRY PT.OUTFALL 6/2188 3 7.4 3
419 B/CHERRY PT.OUTFALL 62188 4 1.8 4
420 B/CHERRY PT.OUTFACE 62188 5 0.8 5
421 B/CI♦ERRYPT.OUTFALE 62788 1 3.9 1
422 B/CHERRY PT.OUTFALL 62788 2 3.9 2
423 B/CHERRY PT.OUTFALL 62788 3 3.3 3
424 B/CHERRY FT.OUTFALL 62788 4 m 4
425 B/CHERRY PT.OUTFACE 62788 5 1.9 5
426 B/CHERRY PT.OUTFALL 62788 6 25 6
427 B/CHERRY PT.OUTFACE 7/5B8 1 9.4 1
4M B/CHERRY FT.OUTFALL 7/5188 2 9.4 2
429 WHERRY PT.OUTFALL 7/5188 3 9.1 3
430 B/CHERRY PT.OUTFACE 78/88 4 8 4
431 B/CHERRYPT.OUTFALL 7/5188 5 7.8 5
432 B/CHERRYPT.OUTFACE 78/88 6 6.6 6
433 B/CHERRY PT.OLATALL 7/I1/98 1 6.2 1
434 B/CHERRYPT.OUTFALL 7/11188 2 5.8 2
435➢/CHERRYPT.OUTFALL 7/IIB8 3 3.5 3
436 B/CHERRY PT.OUTFACE 7/11/89 4 1.2 4
437 B/CHERRY PT.OUTFALL 7/1 MS 5 I 5 -
438B/CHERRY PT.ODTFALL 7/18/881 1 6.8 1
439 B/CHERRY PT.OUTFALL 7/181881 2 6.7 2
4d0 B/CHERRY PT.OUTFALL 7/18/88 3 6 3
"I B/CHERRY PT.OUTFALL 7/1888 4 5.8 4
442 B/CHERRY PT.OUTFACE 725/88 1 7.9 1
443 B/CHERRY PT.OUTFALL 72588 2 6.3 2
444 B/CHERRY PT.OUTFALL 72588 3 6.9 3
445 B/CHERRYPT.OUTFACC 72588 4 1.6 4
446 B/CHERRY PT.OUTFALL 70198 5 1.4 5
447 WHERRY FT.OUTFALL 8B188 I 13.9 1
448 B/�RRY PT.OUTFALL 8B188 2 8.6 2
449 B/CHERRY PT.OUTFACE 818B8 3 3.6 3
450 B/CHERRY PT.OUTFACE 8BB8 d 27 4
451 B/CHERRYPT.OUTFACL 8/8/al 5 1.5 5
452 WHERRY PT.OUTFALL 8B188 6 I 6
453 B/CHERRY PT.OUTFALL 8/1588 1 5.3 1
454 B/CHERRY PT.OUTFALL 8/1588 2 5.1 2
455 B/CHERRY PT.OUTFALL 8115188 3 4.4 3
456 B/CHERRY PT.OUTFALL 8115188 4 0.1 4
457 B/CHERRY FT.OUTFALL 8/1588 5 0.1 5
458 B/CHERRY F.OUTFACE 82288 l 8.6 1
459 B/CHERRY PT.OUTFALL 82288 2 7.4 2
460 B/CHERRY PT.OUTFALL 82288 3 3.4 3
461 B/CHERRY PT.OUTFALL 8=8 4 1.5 4
462 B/CHERRY PT.OUTFALL 82288 5 1.3 5
463 B/CHERRY ff.OUTFALL 82288 6 0.7 6
464 B/CHERRY PT.OUTFALL 8129/881 I 5.4 I
465 B/CHERRY PT.OUTFACE 8/291981 2 5.4 2
466 B/CHERRY FT.OUTFALL 82988 3 5.2 3
467 B/CHERRY FT.OUTF 82988 4 4.9 4
468 B/CHERRY PT.OUTFALL 82988 5 2.1 5
469 B/CHERRY FT.OUTFACE 916/88 1 6.7 I
470 B/CHERRY PT.OUTFALL 9088 2 6.2 2
471 B/CHERRY FT.OUTFALL 916188 3 4.2 3
472 B/CHERRY PT.OUTFALL 916/88 4 0.3 4
473 B/CHERRY PT.OUTFALL 916188 5 0.8 5
474 B/CHERRY PT.OUTFALL 9/6/88 6 0.8 6
475 B/CHERRY PT.OUTFALL 911288 1 7.3 1
476 B/CHERRYPT.OUTFALL 9/1288 2 5.2 2
4T B/CHERRY PT.OUTFALL 9112f881 3 0.7 3
478➢/CHERRY PT.OUTFAIL 9/1288 4 0.2 d
479 B/CHERRYPT.OMYALL 911288 5 OA 5
"0➢/CHERRYPT.OUTFALL 9112188 6 0.1 6
681 B/CHERRYPT.OUTFALL KOS 1 7.8 1
I B/CHERRYPT.OUTFALL 92088 2 6.1 2
483 B/CHERRYPT.OUTFALC 9/=8 3 3.1 3
484➢/CHERRY PT.OUTFALL 92088 4 0.2 4
485 B/CHERRY PT.OUTFALL 92088 5 0.1 5
486B/CHERRY PT.OUTFALL 92688 1 3.9 1
Page 6

Numbv LOCATION DATE DEPTH(ft) D.O. DEPTH(ft)
487 9/CHERRY PT.OUTFALL 9126MB 2 3.9 2
488 B/CHERRY PT.OUTFALL 9126/88 3 3.9 3
489 B/CHERRYPT.OUTFALL 926188 4 3.9 4
490 B/CHERRY PF.OUTFALL 926/88 5 3.9 5
491 B/CHERRY PT.OUTPALL 9/96/88 6 3.9 6
492 B/CHERRY PF.OUTFALL 9/26/98 7 0.2 7
493 B/CHERRY PT.OUTFALL 1013/88 1 10.6 1 t
494 B/CHERRY FT.OUTFALL 1013188 2 10 2
495 B/CHERRY PT.OUTFALL 10/3/88 3 5.8 3
496 B/CFIERRY PT.OUTFALL 101388 4 4.1 4
497 BICHERRYPT.OUTFALL 1013/88 5 1.6 5
499 B/CHERRYPT.OUTFALI. 1013/88 6 0.2 6
499 B/CHERRY FT.OUTFALL 1O11O188 1 13.4 1
500 B/CHERRY PT.OUTFALL 10/10(88 2 13.4 2
501 B/CHERRY".OUTFALL 10110/88 3 13.4 3
502 B/CHERRY FT.OUTFALL 10/10/88 4 9.2 4
503 B/CHERRY PT.OUTFALL 10/1OB8 5 9.4 5
504 B/CIIERRYPT.OUTFALL 10/10/88 6 7.8 6
5058/CHERRYPT.0UTFALL 10/1788 1 19.6 1
5068/CIiERRYPT.OUTFALL 10/1788 2 16.2 2
5078/CIIERRYPT.OUTFALL 10/1788 3 13.6 3
5088/CHERRYPT.OUTFALL 10/17/98 4 5F 4
509 B/CIiERRYPT.OUTFALL 10/1788 5 4.9 5
510 B/CHERRY PT.OUTFALL 1013188 1 7.2 1
511 B/CHERRY Pr.OU7FALL 10131/88 2 7.2 2
512 B/CHERRYPT.OUTPALL 1021/88 3 7.2 3
513 B/CHERRY PT.OUTPALL 10/3188 4 55 4
514 B/CHERRY FT.OUTFALL 10/3188 5 4.7 5
515 B/CHERRY FT.OUTFALL 1013188 6 0.2 6
516 WHERRY PT.OUTFALL 1021/88 7 0.2 7
517C/CHERRYPT.DOWNSTREAM 4/6B8 1 10.8 1
518 C/CHERRY PT.DOWNSTREAM 41688 2 10.8 2
519 C/CHERRY PT.DOWNSTREAM 416188 3 10.7 3
520 C/ClIERRY PT.DOWNSTREAM 4/6188 4 7.8 4
521 C/CHERRY PT.DOWNSTREAM 4/11188 1 11.8 1
522 C/CHERRY PT.DOWNSTREAM 4/I M8 2 11 2
523 C/CHERRY PT.DOWNSTREAM 411188 3 9.2 3
524 C/CHERRY PT.DOWNSTREAM 411188 4 9 4
525 C/CHERRY PT.DOWNSTREAM 411188 5 8.2 5
526 C/CHERRY PT.DOWNSTREAM 4/1888 1 8.3 1
527 C/CHERRY PT.DOWNSTREAM 4/18/88 2 8.1 2
528 C/CHERRY PT.DOWNSTREAM 4/1888 3 7.8 3
529 C/CHERRY PT.DOWNSTREAM 41181881 4 4 4
530 C/CHERRY PT.DOWNSTREAM 4/25/88 1 10 1
531 C/CHERRY PT.DOWNSTREAM 4/2588 2 10 2
532 C/CHERRY PT.DOWNSTREAM 4125/88 3 10 3
533 C/CHERRY PT.DOWNSTREAM 4/2588 4 9.8 4
534 C/CHERRY PT.DOWNSTREAM 4/2588 5 9 5
535 C/CHERRY PT.DOWNSTREAM 5/3188 1 9.3 1
536 C/CHERRY PT.DOWNSTREAM 5/3B8 2 9 2
537 C/CHERRY PT.DOWNSTREAM 5/3188 3 7 3
538 C/CHERRY PT.DOWNSTREAM 5B/88 4 5 4
539 C/CHERRY FT.DOWNSTREAM 5/3188 5 4.4 5
540 C/CHERRY PT.DOWNSTREAM 59/88 1 11.4 1
541 C/CHERRY PT.DOWNSTREAM 59/88 2 8.6 2
542 C/CHERRY PT.DOWNSTREAM 5988 3 7.8 3
543 C/CHERRY PT.DOWNSTREAM 5988 4 6.2 4
5"C/CHERRY PT.DOWNSTREAM 5988 5 3.9 5
545 C/CHERRY PT.DOWNSTREAM 511688 1 9 1
546 C/CHERRY PT.DOWNSTREAM 5/16198 2 7.4 2
547 C/CHERRY PT.DOWNSTREAM 5/1689 3 6.9 3
548 C/CHERRY PT.DOWNSTREAM 511688 4 75 4
549 C/CHERRY PT.DOWNSTREAM 5/1688 5 6.9 5
550 C/CHERRY PT.DOWNSTREAM 52688 1 7.1 1
551 C/CHERRY PT.DOWNSTREAM 5/26198 2 7.1 2
552 C/CIIERRY PT.DOWNSTREAM 5/26198 3 7 3
553 C/CHERRY PT.DOWNSTREAM 52688 4 6.9 4
554 C/CHERRY PT.DOWNSTREAM 52688 5 6.4 5
555 C/CHERRY FT.DOWNSTREAM 5131189 1 10.2 1
556 C/CHERRY PT.DOWNSTREAM 521B8 2 9 2
557 C/CHERRY FT.DOWNSTREAM 521/88 3 5 3
558 C/CHERRY PI'.DOWNSTREAM 513188 4 1.6 4
559 C/CHERRY PT.DOWNSTREAM 6/6/88 1 9.4 1
560 C/CHERRY PT.DOWNSTREAM 6/6188 2 9.81 2
561 C/CHERRY PT.DOWNSTREAM 6/6188 3 5.81 3
562 C/CHERRY PT.DOWNSTREAM 6/6/88 4 0.81 4
563 C/CHERRY PT.DOWNSTREAM 6/1388 1 I0.2 1
5M WHERRY FT.DOWNSTREAM 6113/88 2 9 2
565 C/CHERRY PT.DOWNSTREAM 6/1388 3 65 3
566 C/CHERRY PT.DOWNSTREAM 6/1388 4 3.6 4
567 C/CHERRY PT.DOWNSTR 1" 621188 1 9.41 1
Page 7

Numbs LOCATION DATE DE (R) D.O. DFI-M(R)
568 C/MERRY Ff.DOWNSTREAM 62188 2 8.4 2
569 C/CHERRY Ff.DOWNSTREAM 621/98 3 0.3 3
570 C/CHERRY FP.DOWNSTREAM 621/88 4 0.2 4
571 C/CHRRRY Ff.DOWNSTREAM 62788 1 8.4 1
572 C/CHERRY FP.DOWNSTREAM 627/88 2 8.3 2
573 C/CHERRY FI'.DOWNSTREAM 62788 3 8.2 3
574 C/CHERRY PT.DOWNSTREAM 62788 4 8 4
575 C/CHERRY FI'.DOWNSTREAM 62788 5 4.9 5
576 C/CHERRY Fr.DOWNSTREAM 7/588 1 8.5 1
577 C/CHERRY F.DOWNSTREAM 7/588 2 7 2
578 C/CHERRY PT.DOWNSTREAM 715/881 3 6.4 3
579 C/CHERRY PT.DOWNSTREAM 7b/88 4 4.9 4
590 C/CHERRY PT.DOWNSTREAM 7/588 5 3.2 5
581 C/CHERRY FI'.DOWNSTREAM 7/1188 1 8.6 I
582 C/CHERRY PT.DOWNSTREAM 7111188 2 8 2
583C/CHERRY PP.DOWNSTREAM 7/I188 3 22 3
594 C/CHERRY".DOWNSTREAM 7/11188 4 2 4 _
585 C/CHERRY PT.DOWNSTREAM 7118/88 1 7 I
586 C/CHERRY".DOWNSTREAM 7/I888 2 4.3 2
587 C/CHERRY PT.DOWNSTREAM 7/I888 3 2 3
598 C/CHERRY PI'.DOWNSTREAM 7/2588 1 9.6 1
589 C/CHERRY PT.DOWNSTREAM 7/2588 2 61 2
590 C/CHERRY PT.DOWNSTREAM 7/2588 3 3.3 3
591 C/CHERRY PT.DOWNSTREAM 7/25188 4 26 4
592 C/CHERRY PT.DOWNSTREAM 8BB8 1 15.3 1
593 C/CHERRY PT.DOWNSTREAM 8B188 2 3.2 2
594 C/CHERRY PT.DOWNSTREAM 8B188 3 2 3
595 C/CHERR Y PT.DOWNSTREAM 8B188 4 L6 4
596 C/CHERRY PT.DOWNSTREAM 818188 5 1.4 5
597 C/CHERRY PT.DOWNSTREAM 8115188 1 7.4 1
598 C/CHERRY PT.DOWNSTREAM 8/15188 2 6A 2
599 C/CHERRY PT.DOWNSTREAM 811588 3 0.9 3
600 C/CHERRY FP.DOWNSTREAM 8/15/88 4 0.2 4
601 C/CHERRY PT.DOWNSTREAM 92288 1 8.61 1
602 C/CHERRY PT.DOWNSTREAM 8/22/88 2 8.3 2
603 C/CHERRY PT.DOWNSTREAM 82288 3 4.7 3
604 C/CHERRY PT.DOWNSTREAM 82288 4 0.4 4
605 WHERRY PT.DOWN STREAM 8/2288 5 0.3 5
606 C/CHERRY PT.DOWNSTREAM 82988 1 4.8 I
607 C/CHERRY FE.DOWNSTREAM 8/29/88 2 4.4 2
608 C/CHERRY PT.DOWNSTREAM 82988 3 4.7 3
609 C/CHERRY PT.DOWNSTREAM 82988 4 1.6 4
610 C/CHERRY PT.DOWNSTREAM 91688 1 T5 I
611 C/CHERRY PT.DOWNSTREAM 9/688 2 6.9 2
612 C/CHERRY F.DOWNSTREAM 9/6/88 3 28 3
613 C/CHERRY PT.DOWNSTREAM 916/881 4 1.2 4
614 C/CHERRY FT.DOWNSTREAM 9/61981 5 1.1 5
615 C/CHERRYPI'.DOWNSTREAM 9/I288 1 8 1
616 C/CHERRY PT.DOWNSTREAM 911288 2 7.6 2
617 C/CHERRY PT.DOWNSTREAM 9/1288 3 1.2 3
618 C/CHERRY Ff.DOWNSTREAM 9/1288 4 0.2 4
619 C/CHERRY Pf.DOWNSTREAM 9/1288 5 0.1 5
620 C/CHERRY PT.DOWNSTREAM 92AB8 1 9 1
621 C/CHERRY Pr.DOWNSTREAM 9/20/88 2 65 2
622 C/CHERRY PT.DOWNSTREAM 92UB8 3 0.5 3
623 C/CHERRY PT.DOWNSTREAM 92088 4 0.2 4
624 C/CHERRY PT.DOWNSTREAM 92088 5 0.1 5
625 C/CHERRY PT.DOWNSTREAM 92688 1 5.3 1
62 C/CHERRY FT.DOWNSTREAM 9/26MI 2 5.2 2
627 C/CHERRY PT.DOWNSTREAM 92688 3 5.2 3
628 C/CHERRY PT.DOWNSTREAM 92688 4 5.2 4
629 C/CHERRYPT.DOWNSTREAM 926/88 5 5.2 5
630 C/CHERRY Ff.DOWNSTREAM 92688 6 35 6
631 C/CHERRY PT.DOWNSTREAM 10888 1 11 1
632 C/CHERRY PT.DOWNSTREAM 101388 2 11 2
633 C/CHERRY FP.DOWNSTREAM 108/88 3 6.1 3
6M C/CHERRY PT.DOWNSTREAM 1013/89 4 3.2 4
635 C/CHERRY PT.DOWNSTREAM 10/1088 1 13.2 1
636 C/CHERRY PT.DOWNSTREAM 10/10/88 2 12.6 2
637 C/CHERRY Pr.DOWNSTREAM 1011088 3 9.4 3
638C/CHERRY PT.DOWNSTREAM 10/101881 4 8.8 4
639 C/CHERRY PT.DOWNSTREAM 10/10/88 5 8.2 5
640 C/CHERRY FT.DOWNSTREAM 10117M I 20 1
641 C/CHERRY PT.DOWNSTREAM 10/1788 2 10.9 2
M2C/CHERRY PT.DOWNSTREAM 10/1788 3 6.4 3
643 C/CHERRY PT.DOWNSTREAM 10/1788 4 6.2 4
644 C/CHERRY PT.DOWNSTREAM 108188 1 8.2 1
645 C/CHERRY PT.DOWNSTREAM I08188 2 8.2 2
646 C/CHERRY PT.DOWNSTREAM 10/3188 3 8.2 3
647 C/CHERRY PT.DOWNSTREAM 10/3188 4 8.2 4
648 C/CHERRY PT.DOWNSTREAM 10/3188 5 8.1 - 5
Page 8

Nmnbv LOCATION DATE DEPT'li(ft) D.O. DEPTH(ft)
649 C/CHERRY PT.DOWNSTREAM 1OB1188 6 8.1 6
650 DRUCKER CREEK UPSTREAM 4/688 1 9.2 1
651 D/1'UCKER CREEK UPSTREAM 41688 2 9.3 2
652 DRUCKER CREEK UPSTREAM 416/88 3 9.3 3
653 DRUCKER CREEK UPSTREAM 4/6/88 4 9.2 4
654 DRUCKER CREEK UPSTREAM 4/6/88 5 6.1 5
655 DRUCKER CREEK UPSTREAM 4111188 1 9 1
656 D/PUCKER CREEK UPSTREAM 4111198 2 9.1 2
657 WCKER CREEK UPSTREAM 4111188 3 8.9 3
fi58 DRUCKER CREEK UPSTREAM 4111188 4 8.1 4
65915
59 D/fUCKER CREEK UPSTREAM 4/11198 5 8 5
660 DRUCKER CREEK UPSTREAM 4/1I188 6 8 6
661 DRUCKER CREEK UPSTREAM 4/I888 1 8.6 1
M2 DRUCKER CREEK UPSTREAM 4/1888 2 8.6 2
663 DRUCKER CREEK UPSTREAM 41108 3 8.7 3
664 DRUCKER CREEK UPSTREAM 4/I8/88 4 8.6 4
665 DRUCKER CREEK UPSTREAM 4/1888 5 6.1 5
666 DRUCKER CREEK UPSTREAM 425/88 1 9 I
667 D/1'UCKER CREEK UPSTREAM 4125/88 2 9 2
668 D[I'UCKER CREEK UPSTREAM 40B8 3 9 3
669 DRUCKER CREEK UPSTREAM 4/25B8 4 8.8 4
670 DnUCKER CREEK UPSTREAM 4125/88 5 7.6 5
P678
D/IVCKER CREEK UPSTREAM 4/2588 6 7.4 6
DRUCKER CREEK UPSTREAM 5BB8 1 8.6 1.
DRUCKER CREEK UPSTREAM 5BB8 2 8.6 2
DRUCKER CREEK UPSTREAM 5BB8 3 8.6 3
DRUCKER CREEK UPSTREAM 5BB8 4 8.6 4
DRUCKER CREEK UPSTREAM 5BB8 5 8.4 5
D/TUCKER CREEK UPSTREAM 5BB8 6 7.6 6
DRUCKER CREEK UPSTREAM 5ryB8 1 9.2 1
DRUCKER CREEK UPSTREAM 5ryB8 2 9.2 2
DRUCKER CREEK UPSTREAM 5ryB8 3 9 3
DRUCKER CREEK UPSTREAM 519188 4 9 4
682 DRUCKER CREEK UPSTREAM 5ryB8 5 8 5
683 DRUCKER CREEK UPSTREAM 519188 6 65 6
684 DBUCKER CREEK UPSTREAM 5/16M 1 8.2 1
685 DRUCKER CREEK UPSTR EAM 5/1688 2 7.5 2
686 DRUCKER CREEK UPSTREAM 5116/88 3 7.3 3
687 DRUCKER CREEK UPSTREAM 5116/88 4 7.2 4
688 DRUCKER CREEK UPSTREAM 5/1688 5 6.2 5
689 DRUCKER CREEK UPSTREAM 526M 1 6.9 1
690 DRUCKER CREEK UPSTREAM 5/2688 2 6.8 2
691 DRUCKER CREEK UPSTREAM 526/88 3 6.8 3
692 DRUCKER CREEK UPSTREAM 52688 4 6.7 4
693 DRUCKER CREEK UPSTR EAM 52688 5 6.7 5
694 DRUCKER CREEK UPSTREAM 5208 6 6.6 6
695 DRUCKER CREEK UPSTREAM 5131/88 1 12 1
696 DRUCKER CREEK UPSTREAM 5t3lM 2 10 2
697 DRUCKER CREEK UPSTR EAM 5131B8 3 6 3
698 DRUCKER CREEK UPSTREAM 5BI/88 4 6 4
699 DRUCKER CREEK UPSTREAM 5131/88 5 0.9 5
700 DRUCKER CREEK UPSTREAM 6/6B8 1 75 1
MI DRUCKER CREEK UPSTREAM 6/6B8 2 7.4 2
702 DRUCKER CREEK UPSTREAM 6/6/881 3 7.4 3
703 DRUCKER CREEK UPSTREAM 6/6B8 4 7.41 4
704 DRUCKER CREEK UPSTREAM 6/13188 1 8.1 1
705 DRUCKER CREEK UPSTREAM 6/1388 2 7.3 2
706 DRUCKER CREEK UPSTREAM 6/13/88 3 7.1 3
707 D/i'UCKERCREEK UPSTREAM 6113/88 4 3.5 4
] DRUCKER CREEK UPSTREAM 6/1388 5 3.6 5
709 DRUCKER CREEK UPSTREAM 621/88 1 8.2 1
710 DRUCKER CREEK UPSTREAM 62188 2 8.2 2
711 DRUCKER CREEK UPSTREAM MIMS 3 6.5 3
712 DRUCKER CREEK UPSTREAM 62188 4 1.4 4
713 DBUCKER CREEK UPSTREAM 621188 5 05 5
714 DRUCKER CREEK UPSTREAM 62788 1 5.3 1
715 DRUCKER CREEK UPSTREAM 62788 2 5.31 2
716 DRUCKER CREEK UPSTREAM 62788 3 5.31 3
717 DRUCKER CREEK UPSTREAM 62788 4 5.3 4
718 DRUCKER CREEK UPSTREAM 62788 5 5.3 5
719 DI TUCKER CREEK UPSTREAM 627/98 6 5.3 6
720 DRUCKER CREEK UPSTREAM 7/5188 1 7.2 1
T21 DRUCKER CREEK UPSTREAM 7BB8 2 7.1 2
722 DRUCKER CREEK UPSTREAM 7/5188 3 6.9 3
723 DRUCKER CREEK UPSTREAM 7BB8 4 6.7 4
71A D/lUCKER CREEK UPSTREAM 75B8 5 65 5
725 DRUCKER CREEK UPSTREAM 7/1188 1 6.1 1
726 DRUCKER CREEK UPSTREAM 711I188 2 6.1 2
727 DRUCKER CREEK UPSTREAM 711IB8 3 5.7 3
728 D/NCKER CREEK UPSTREAM 7/1IB8
729 D/PUCKER CREEK UPSTREAM ]/1IB8 5 L2 5
Page 9

NwnBer LOCATION DATE DEPTH(ft) D.O. IDFYTH(ft)
730 DRUCKER CREEK UPSTREAM 7/1888 1 6.51 1
731 DRUCKER CREEK UPSTREAM 7118/88 2 6.6 2
732 DRUCKER CREEK UPSTREAM 7/1888 3 6.3 3
733 DRUCKER CREEK UPSTR EAM 711888 4 5 4
734 D/fUCKER CREEK UPSTREAM 7/2588 1 11.4 1
735 DRUCKER CREEK UPSTREAM 7/2588 2 8.4 2
736 DRUCKER CREEK UPSTREAM 70/88 3 5.8 3 !
737 DRUCKER CREEK UPSTREAM 70188 4 0.9 4
738 DRUCKER CREEK UPSTREAM 8/8188 1 12.8 1
739 DRUCKER CREEK UPSTREAM 8BB8 2 8.1 2
740 DRUCKER CREEK UPSTREAM 8/9/981 3 5 3
741 DRUCKER CREEK UPSTREAM 818B8 4 3.4 4
742 DRUCKER CREEK UPSTREAM 8B188 5 1.91 5
743 DRUCKER CREEK UPSTREAM 818B8 6 1.6 6
744 DRUCKER CREEK UPSTREAM 8/15/88 1 7.6 1
745 DRUCKER CREEK UPSTREAM 8/1588 2 7.3 2
7"DRUCKER CREEK UPSTREAM 8/15198 3 5 3
747 DRUCKER CREEK UPSTREAM 8/1588 4 0.2 4
748 DRUCKER CREEK UPSTREAM 8/22188 I 4.7 1
749 DRUCKER CREEK UPSTREAM 8/22J88 2 4.7 2
750 DRUCKER CREEK UPSTREAM 8122/88 3 4.6 3
751 DRUCKER CREEK UPSTREAM 8=8 4 4.6 4
752 DRUCKER CREEK UPSTREAM 8=8 5 4.6 5
753 DRUCKER CREEK UPSTREAM 81221891 6 4.5 6
754 DRUCKER CREEK UPSTREAM 912988 11 5.6 1
755 DRUCKER CREEK UPSTREAM 81291881 2 5.6 2
756 DRUCKER CREEK UPSTREAM 8129/88 3 5.5 3
757 DRUCKER CREEK UPSTREAM 812988 4 5.3 4
758 DRUCKER CREEK UPSTREAM 8129/88 5 3.5 5
759 DITUCKER CREEK UPSTREAM 9/688 I 9 1
760 D/1UCKER CREEK UPSTREAM 9/6188 2 8.6 2
761 DRUCKER CREEK UPSTREAM 916/88 3 4.5 3
762 DRUCKER CREEK UPSTREAM 9/688 4 3.2 4
763 DRUCKER CREEK UPSTREAM 9888 5 1.9 5
764 DRUCKER CREEK UPSTREAM 916188 6 1.4 6
765 DRUCKER CREEK UPSTREAM 9/12188 1 10.4 1
766 DRUCKER CREEK UPSTREAM 9112M 2 9.2 2
767 DRUCKER CREEK UPSTREAM 9/121881 3 7.5 3
769 DRUCKER CREEK UPSTREAM 9/121881 4 6.2 4
769 DRUCKER CREEK UPSTREAM 9112/881 5 1.1 5
770D(RICKER CREEK UPSTREAM 92D/88 1 10.4 1
TH DRUCKER CREEK UPSTREAM 92088 2 8.6 2
T12 DRUCKER CREEK UPSTREAM 9/2088 3 7.4 3
773 DRUCKER CREEK UPSTREAM 9=88 4 3.9 4
TM DRUCKER CREEK UPSTREAM 92088 5 24 5
775 DRUCKER CREEK UPSTREAM 9/2688 1 5.6 1
Tl6 DRUCKER CREEK UPSTREAM 92688 2 5.6 2
TTl DRUCKER CREEK UPSTREAM 92688 3 5.6 3
T18 DRUCKER CREEK UPSTREAM 92688 4 5.6 4
779 DRUCKER CREEK UPSTREAM 92688 5 55 5
780 DRUCKER CREEK UPSTREAM 9126/98 6 5.5 6
781 D TUCKER CREEK UPSTREAM IOB188 1 7.1 1
792 DRUCKER CREEK UPSTREAM 108/88 2 7 2
783 DRUCKER CREEK UPSTREAM 108/88 3 4.2 3
794 DRUCKER CREEK UPSTREAM I08/88 4 4.2 4
785 DRUCKER CREEK UPSTREAM I08/88 5 2.2 5
786 DRUCKER CREEK UPSTREAM 10110/88 1 11 1
787 DRUCKER CREEK UPSTREAM IO/lOBB 2 11 2
788 DRUCKER CREEK UPSTREAM 10/1088 3 9 3
789 DRUCKER CREEK UPSTREAM 10/1088 4 8.8 4
790 DRUCKER CREEK UPSTREAM 10/1088 5 8.4 5
791 DRUCKER CREEK UPSTREAM 10/1088 6 8.4 6
792 DRUCKER CREEK UPSTREAM 1011788 1 12.8 1
793 D/fUCKER CREEK UPSTREAM 1011788 2 9.8 2
794 DRUCKER CREEK UPSTREAM 10/17/88 3 8.8 3
795 DRUCKER CREEK UPSTREAM 10/17/88 4 6.7 4
796 DRUCKER CREEK UPSTREAM 10/17/88 5 5.7 5
797 DRUCKER CREEK UPSTREAM 10/3188 1 7.8 1
798 DRUCKER CREEK UPSTREAM IO131188 2 7.8 2
799 DRUCKER CREEK UPSTREAM 10/31/88 3 7.8 3
800 DRUCKER CREEK UPSTREAM 10/31/88 4 7.6 4
901 DRUCKER CREEK UPSTREAM 10/31/88 5 7.5 5
802 DRUCKER CREEK UPSTREAM 10/3188 6 7.5 6
803 EBLOCUM CREEK MOUTH 4/6B8 l 8.6 1
804 EBI0CU.M CREEK MOUTH 4/6188 2 9.7 2
SW EBLOCUM CREEK MOUTH 4/688 3 8.7 3
806 EBLOCUM CREEK MOUTH 4/6188 4 8.7 Ed
807 EBLOCUM CREEK MOUTH 4/6B8808 EBLOCUM CREEK MOUTH 416/88 68.6809 EBLOCUM CREEK MOUTH 416188 7 8.6810 EBIOCUM CREEK MOUTH 4/61888 8.6
Page 10

\umber LOCATION` DATE DEPTH(ft) D.O. DEPTH(ft)
811 E6LOCUM CBEEK MOUTH 416/88 9 8.6 9
812 EJS O UM CREEK MOUTH 416/88 10 8.61 IO
813EISLOCUM CREEK MOUTH 4/1188 1 10 1
814 El LDCUM CREEK MOUTH 4/11198 2 9 2
815 E6LOCUM CREEK MOUTH 4/1188 3 9 3
816 E/SLOCUM CREEK MOUTH 4/1188 4 9.8 4
817 E/SLOCUM CREEKMOUTH 4/1188 5 9 5
818 EISLOCUM CREEK MOUTH 4/1188 6 9.8 6
819 E/SLOCUM CREEK MOUTH 4/11188 7 9 7
820 E/SLOCUM CREEK MOUTH 4/11/38 8 9 8
921 E/SLOCUM CREEK MOUTH 4/1188 9 8 9
822 EISLOCUM CREEK MOUTH 4/11/88 10 5.6 10
823 EISLOCUM CREEK MOUTH 4/1188 11 4.5 11
82A E/SLOCUM CREEK MOUTH 411188 12 3.8 12
825 E/SLOCUM(REEK MOUTH 4/1188 13 2.8 13
826 E/SLOCUM CREEK MOUTH 4/1188 14 2.8 14
827 E6LOCUM CREEK MOUTH 4111188 15 27 15
828 MLOCUM CREEK MOUTH 4/1888 I 8.6 1
829 EISLDCUM CREEK MOUTH 411888 2 8.6 2
830 E/SLOCUM CREEK MOUTH 4118/98 3 8.4 3
831 EISLOCUM CREEK MOUTH 4/1888 4 7.6 4
832 EISLOCUM CREEK MOUTH 4118f&81 5 7.2 5
833 EISLOCUM CREEKMOUTH 4118/88 6 6.8 6
834 E/SLOCUM CREEK MOUTH 4/1888 7 6.7 7
835 EISLOCUM CREEKMOUTH 4/18198 8 6.7 8
836 E/SLOCUM CREEK MOUTH 4/1888 9 6.7 9
837 EISLOCUM CREEK MOUTH -4118/88 10 6.7 10
838 EISLOCUM CREEK MOUTH 4/1888 11 6.7 11
839 EISLOCUM CREEK MOUTH 4/1888 12 6.6 12
840 E61ACUM CREEK MOUTH 4/25/88 1 8.8 1
Ul E/SLOCUM CREEK MOUTH 4/2588 2 8.8 2
842 E/SLOCUM CREEK MOUTH 40188 3 9.8 3
943 EISLOCUM CREEK MOUTH 4/25/88 4 8.8 4
844 E/SLOCUM CREEK MOUTH 4/25/881 5 9.8 5
945 EISLOCUM CREEK MOUTH 4M/88 6 8.8 6
846 E/SLOCUM CREEK MOUTH 4/25B8 7 8.8 7
847 EISLOCUM CREEK MOUTH 4M88 8 8.8 8
948 E/SLOCUM CREEKMOUTH 4/25/88 9 8.8 9
849 E/SLOCUM CREEKMOUTH 4/25/88 10 8.8 10
850 E/SLOCUM CREEKMOUTH 4/25/88 11 8.8 11
851 E/SLOCUM CREEK MOUTH 4/25/88 12 8.8 12
852 E/SLOCUM CREEK MOUTH 4/25/88 13 8.8 13
853 E/SLOCUM CREEK MOUTH 4088 14 8.8 14
854 EISLOCUM CREEK MOUTH 4125188 15 9.8 15
855 EISLOCUM CREEK MOUTH 4MI88 16 8.7 16
856 E/SLOCUM CREEK MOUTH 5BB8 1 8.6 1
857E/SLOCUM CREEKMOUTH 5888 2 8.7 2
858 E/SLOCUM CREEKMOUTH 5BB8 3 8.7 3
859 E/SLOCUM CREEK MOUTH 5B188 4 8.7 4
SW E/SLOCUM CREEK MOUTH 5B188 5 8.7 5
861 E61.00UM CREEK MOUTH 5BB8 6 9.7 6
962 E/SLOCUM CREEK MOUTH 513B8 7 8.7 7
863 E/SLOCUM CREEKMOUTH 5B188 8 8.6 8
864 E/SLOCUM CREEK MOUTH 519/88 1 9.8 1
865 E/SLOCUM CREEKMOUTH 5ryB8 2 8.8 2
866 E/SLOCUM CREEK MOUTH 5ryB8 3 6.9 3
867 E/SLOCUM CREEK MOUTH 5ry188 4 7.21 4
868 E/SLOCUM CREEK MOUTH 5ry188 5 7.4 5
869 E/SLOCUM CREEK MOUTH 5ryB8 6 7 6
870 E/SLOCUM CREEK MOUTH 519188 7 7.1 7
871 E61.00UM CREEK MOUTH 5191K8 8 7.1 8
872 E/SLOCUM CREEK MOUTH 5ry188 9 7.1 9
873 E/SLOCUM(REEK MOUTH 5ryB8 l0 7.2 10
874 E/SLOCUM CREEK MOUTH 5/I6/88 1 7.3 1
875 E/SLOCUM CREEK MOUTH 5/16/88 2 7.3 2
876 E/SLOCUM CREEKMOUTH 5116M 3 6.8 3
877 E/SLOCUM CREEK MOUTH 5/1688 4 6.7 4
878 E6LOCUM CREEKMOUTH 5/16/881 5 6.7 5
879 E6LDCUM CREEK MOUTH 5/16/88 6 6.4 6
880 EISLOCUM CREEK MOUTH 5116/88 7 6.1 7
881 E/SLOCUM CREEK MOUTH 5/1688 8 5.6 8
882 E/SLOCUM CREEK MOUTH 5116188 9 45 9
883 E)SLOCUM CREEK MOUTH 5126/88 1 7 1
884 E/SLOCUM CREEK MOUTH 5126/98 2 7 2
985 E/SLOCUM CREEK MOUTH 512688 3 7 3
986 Er LOCUM CREEK MOUTH 512688 4 7 4
887 E/SLOCUM CREEK MOUTH 5/2688 5 7.2 5
889 E/SLOCUM CREEK MOUTH 5/2688 6 6.6 6
889 E6LOCUM CREEKMOUTH 512688 7 5.4 7
890 E6LOCU7.f CREEK MOUTH 5/L6B8 8 5.1 8
891 E6 LOCUM CREEK MOUTH 52688 91 4.91 9
Page 11

Number LOCATION DATE DEM(ft) D.O. DEFT11(ft)
892 E/SLOCUM CREEK MOUTH 526/88 10 4.8 10
893 E/SLOCUM CREEK MOUTH 526/88 11 4.8 11
894 E/SIACUM CREEKMOUTH 52688 12 4.8 12
895 E/BLOCUM CREEK MOUTH 526198 13 4.7 13
896 E/SLOCUM CREEK MOUTH 52688 14 45 14
897 E/SLOCUM CREEK MOUTH 52688 1S 4.4 15
898EBLOCUMC'REEKMOUTH 5MISS 1 11 1
899 E/SLOCUM CREEK MOUTH 521/88 2 8A 2
900 E/SLOCUM CREEK MOUTH 5f3U88 3 5.4 3
901 E/SL0CUM CREEK MOUTH 513M8 4 4.1 4
902 E/SLOCUM CREEK MOUTH V311881 5 2.9 5
903 E/SLOCUM CREEK MOUTH 5/31188 6 1.2 6
904 E/SLOCUM CREEK MOUTH 5/31MI 7 0.95 7
905 E/SL UM CREEK MOUTH 52188 8 055 8
906 E/SLOCUM CREEK MOUTH 5/31/88 9 0.35 9
907 E/SLOCUM CREEK MOUTH 5131/88 10 0.2 10
9M E/SLOCUM CREEK MOUTH 6/6/88 1 6.7 1
909 E/SLOCUM CREEK MOUTH 6/688 2 6.7 2
910E SLOCUM CREFK MOUTH 6/6/88 3 6.9 3
911 E/SLOCUM CREEK MOUTH 6/6/88 4 6.9 4
912 E/SLOCUM CREEK MOUTH 6/6/88 5 7 5
913 E/SLOCUM CREEK MOUTH 6/6/88 6 6.9 6
914 F/SLOCUM CREEK MOUTH 6/6/88 7 6.6 7
915 E/SLOCUM CREEK MOUTH 68/88 8 6.6 8
916 F/SLOCUM CREEK MOUTH 616/88 9 6.6 9
917 FBLOCUM CREEK MOUTH 6/6/88 10 6.6 10
918 EBLOCUM CREEK MOUTH 6/6198 11 6.6 11
919 E/SLOCUM CREEK MOUTH 6/6/88 12 6.6 12
920 E/SLOCUM CREEK MOUTH 6/1388 1 6.9 1
921 E/SLOCUM CREEK MOUTH 6113/88 2 6.9 2
922 E/SLOCUN CREEK MOUTH 6/13/88 3 6.2 3
923 E/SLOCUM CREEK MOUTH 6/13/88 4 5.4 4
924 E/SLOCUM CREEK MOUTH 6/1388 5 5.3 5
925 E/SLOCUM CREEK MOUTH 6/1388 6 5.5 6
926 E/SLOCUM CREEK MOUTH 6/1388 7 5 7
927 E/SLOCUM CREEK MOUTH 6/1388 8 4.8 8
M EBLOCUM CREEK MOUTH 6/13188 9 4.7 9
929 EBLOCUM CREEKMOUTH 6/1388 10 4.7 10
930E/SLOCUM CREEK MOUTH 6/1388 11 4.7 11
931 E/SLOCUM CR EEK MOUTH 611388 12 4.6 12
932 RBLOCUM(REEK MOUTH 6/1388 13 4.6 13
933 EBL0CUM(REEK MOUTH 611388 14 4.4 14
934 EISLOCUM CREEK MOUTH 6113/88 15 4.3 15
935 RBLOCUM CREEK MOUTH 6/1388 16 4.3 16
936 ESLOCUM CREEK MOUTH 62188 1 5.8 1
937 EISLOCUM CRFEK MOUTH 62188 2 5 2
9M EBLOCUM(REEK MOUTH 62188 3 4.6 3
I 939 EISL0CUM CREEK MOUTH 61211881 4 4.6 4
940 E/SL0CUM CREEK MOUTH 62188 5 4.1 5
941 FSLOCUM CREEK MOUTH 62188 6 3.2 6
942 E5L0CUM CREEK MOUTH 621/88 7 2.7 7
943 EBLOCUM CREEK MOUTH 62188 8 1.6 8
944 EISL0CUM CREEK MOUTH 621188 9 0.2 9
945 E/S O UM CREEK MOUTH 62188 10 0.15 10
946 E/SLOCUM CR EEK MOUTH 62188 11 0.151 11
947 EISL0CUM CREEK MOUTH 62188 12 0.15 12
948 EBL0CUM(REEKMOUTH 621188 13 0.15 13
949 E/SL0CUM CREEK MOUTH 62788 1 5.5 1
950 EBL0CUM CREEKMOUTH 627B8 2 5.4 2
951 FBL0CUM(REEK MOUTH 6a71881 3 5.4 3
952 F/SLOCUM CREEK MOUTH 62788 4 5.4 4
953 E/SLOCUM(REEK MOUTH 6127/981 5 5.3 5
954 E/SLOCUM CREEK MOUTH 62788 6 5.2 6
955 E/SLOCUM CREEK MOUTH 62788 7 5.2 7
956 R/SLOCUM CREEK MOUTH 62788 8 5.3 8
957 EBL0CUM CREEK MOUTH 62788 9 5.1 9
959 E/S S UM CREEK MOUTH 62788 10 5.1 10
959 FBLOCUM(REEK MOUTH 62788 11 5.1 11
960 E/SLOCUM(REEK MOUTH 62788 12 5.1 12
961 EBL0CUM CREEK MOUTH 62788 13 5 13
962 EBLOCUM(REEK MOUTH 62788 14 4.9 14
963 E/SLOCUM MEEK MOUTH 62788 15 4.8 15
964 EBUOCUM CREEK MOUTH 627188 16 4.8 16
965 E/SLOCUM CREEK MOUTH 7/588 1 6.2 1
966 E/SLOCUM CREEKMOUTH 7/5/88 2 6.1 2
967 EBLOCUM CREEKMOUTH 715/88 3 6.1 3
969 E/SLOCUM CREEKMOUTH 715/98 4 6.1 4
969 EBL0CUM CREEKMOUTH 7/3/88 5 6.1 5
970 EISLOCUM(REEK MOUTH 7/588 6 6 6
971 EISLOCUM MEEK MOUTH 7/588 7 6 7
972 EBL0CUM CREEK MOUTH 7/5B8 81 6.1 8
Page 12

• I
Number LOCATION DATE DEPTH(ft) D.O. DEPTH(ft)
973 E/SLOCUM CREEK MOUTH 7/5188 9 6.4 9
974 ESLOCUM CREEKMOUTH 75/88 10 6.4 10
975 ESLOCUM CREEK MOUTH 7588 11 6.4 11
976 ESLOCUM CREEKMOUTH 7558 12 6.4 12
9n ESLOCUN CREEKMOUTH 7/5188 13 6.3 13
978 ESLOCUM CREEKMOUTH 7111188 l 4.7 1
979 E5LOCUM CREEK MOUTH 7/11/88 2 4 2
980 ESLOCUM CREEK MOUTH 7/1158 3 3.6 3
981 ESLOCUM CREEK MOUTH 7/11/88 4 3.2 4
982 ESLOCUM CREEK MOUTH 7/11/881 5 24 5
983 ES LOCUM CREEK MOUTH 7/11/88 6 1.9 6
9M ESLOCUM CREEK MOUTH 7/11/88 7 1.6 7
985 E5LOCUM CREEK MOUTH 7/11/88 8 1.4 8
986 ESLOCUM CREEK MOUTH 7/11/88 9 1.3 9
987 ESLOCUM CREEK MOUTH 7/1IB8 10 1.1 10
988 ESLOCUM CREEK MOUTH 7/18/88 1 5.8 I
989 ESLOCUM CREEK MOUTH 7/18/88 2 5.6 2
990 ESLUCUM CREEK MOUTH 7/18/88 3 4.5 3
991 ESLOCUM CREEK MOUTH 7/18/88 4 3.9 4
992 ESLOCUM CREEK MOUTH 7/18/98 5 29 5
993 ESLOCUM CREEK MOUTH 7/18/88 6 24 6
994 ESLOCUM CREEK MOUTH 7/18/88 7 2.3 7
995 ESLOCUM CREEK MOUTH 7/18188 8 25 8
996 ESLOCUM CREEK MOUTH 7/25/88 1 8 1
997 ESLOCUM CREEK MOUTH 7125188 2 8 2
998 ESLOCUM CREEKMOUTH 7125188 3 7.7 3
999 ESLOCUM CREEK MOUTH 705/88 4 7.3 4
1000 ESLOCUM CREEK MOUTH 7125/88 5 6.2 5
1001 ESLOCUM CREEK MOUTH 7/25/88 6 4.8 6
1002 ESLOCUM CREEK MOUTH 712588 7 3.9 7
I003 ESLOCUM CREEK MOUTH 70/88 8 3.5 8
1004 ESLOCUM CREEK MOUTH 7/25/88 9 3.1 9
1005 ESLOCUM CREEKMOUTH 7/25/881 10 2.8 10
1006 E/SLOCUtM CREEK MOUTH 7M/881 11 24 11
1007 ESLOCUM CREEK MOUTH 7/251881 12 2.3 12
1008 ESLOCUM CREEK MOUTH 7/25/881 13 11 13
1009 ESLOCUM CREEK MOUTH 7/25/881 14 1.8 14
1010 ESLOCUM CREEK MOUTH M/88 1 11.2 1
1011 ESLOCUM CREEK MOUTH 8558 2 9.2 2
1012 ESLOCUM CREEKMOUTH 8/888 3 8.4 3
1013 ESLOCUM CREEK MOUTH 8558 4 8.2 4
1014 ESLOCUM CREEK MOUTH 8/8188 5 8 5
1015 ESLOCUM CREEK MOUTH 85/88 6 7.8 6
1016 ESLOCUM CREEK MOUTH 85/88 7 6.6 ]
I017 ESLOCUM CREEK MOUTH 88188 8 4 8
1018 ESLOCUM CREEK MOUTH 8B/88 9 3.7 9
1019 ESLOCUM CREEKMOUTH 8558 10 3.3 10
I020 ESLOCUM CREEK MOUTH 85/88 11 2.9 11
1021 ESLOCUM CREEKMOUTH 85/88 12 2.2 12
1022 ESLOCUM CREEK MOUTH 85/88 13 1.9 13
1023 ESLOCUM CREEK MOUTH 818/88 14 1.7 14
1024 ESLOCUM CREEK MOUTH 8558 15 1.3 15
1025 ESLOCUM CREEK MOUTH 8558 16 1.1 16
1026 ESLOCUM CREEK MOUTH SRISS 17 1 17
1027 ESLOCUM CREEK MOUTH 8/15/88 1 7.3 1
1028 ESLOCUM CREEK MOUTH 8115/88 2 6 2
1029 ESLOCUM CREEK MOUTH 8/15188 3 5.9 3
1030 ESLOCUM CREEK MOUTH 8115/88 4 5.9 4
1031 ESLOCUM CREEK MOUTH 8/15/98 5 5.1 5
1032 ESLOCUM CREEK MOUTH 8/1558 6 4.9 6
1033 ESLOCUM CREEK MOUTH 8115M 7 4.6 7
1034 ESLOCUM CREEK MOUTH 9/15188 8 4.1 8
1035 ESLOCUM CREEK MOUTH 8/15188 9 28 9
1036 ESLOCUM CREEK MOUTH 8/15188 10 1 10
1037 ESLOCUM CREEK MOUTH 8/1558 11 0.3 11
1038 ESLOCUM CREEK MOUTH 8/15/88 12 0.2 12
1039 ESLOCUM CREEK MOUTH 8/15188 13 0.2 13
1040 ESLOCUM CREEKMOUTH 8/22188 1 7.1 1
INI ESLOCUM CREEK MOUTH 8122/88 2 7.1 2
1042 ESLOCUM CREEK MOUTH 8/22188 3 7.2 3
1043 ESLOCUM CREEK MOUTH 8122/U 4 7.2 4
1044 ESLOCUM CREEK MOUTH 8/22/88 5 7.2 5
I045 ESLOCUM CREEK MOUTH 8/27/BS 6 7.2 6
1046 E/SLOCUM CREEKMOUTH 8=8 7 7 7
1047 ESLOCUM CREEK MOUTH 8=8 8 7.1 8
1048 E&OCUM CREEK MOUTH 82288 9 7.1 9
1049 ESLOCUM CREEK MOUTH 8=8 10 7.1 10
1050 ESLOCUM CREEK MOUTH 822/88 11 7.1 11
1051 ESLOCUM CREEK MOUTH 82288 12 6.9;1 l2
1052 E5LOCUM CREEK MOUTH 822/88 l3 6.9 13
1053 ESLOCUM CREEK MOUTH 82258 141 6.91 14
Page 13

Numbs LOCATION DATE DEPTH(ft) D.O. DEPTH(ft) t
1135 EBLOCUM CREEK MOUTH 1013188 13 4.6 13
1136 E/SLOCUM CREEK MOUTH lOBBB 14 4.6 14
1137 ESLOCUMCREEKMOUTH 1O13188 15 4.6 15
1138 EBLOCUM CREEK MOUTH IOB188 16 45 16
1139 EBLOCUM CREEK MOUTH 10/10/88 1 8.9 1
1140 EBLOCUM CREEK MOUTH 101IOB8 2 8.9 2
1141 WSLOCUM CREEK MOUTH 1011088 3 8.9 3
1142 EBLOCUM CREEK MOUTH 10/1088 4 8.4 4
1143 E/SLOCUM CREEK MOUTH 10/IOB8 5 8.6 5
I I"E/SLOCUM CREEK MOUTH IWO/88 6 8.3 6
1145 EBLOCUM CREEK MOUTH 10110/881 7 81 7
1146 EBLOCUM CREEK MOUTH 10/IOB8 8 7.7 8
1147 EBLOCUM CREEK MOUTH ]0/I018 9 ?A 9
1148 EBLOCUM CREEK MOUTH 10/10/88 10 7.1 10
1149 EBLOCUM(REEK MOUTH 10/IOB8 11 6.7 1i
1150 EBLOCUM CREEK MOUTH 101IO198 12 65 12
1151 E/SLOCUM CREEK MOUTH 10/10/88 13 65 13
1152 EBLOCUM CREEK MOUTH IW10/98 14 6.5 14
1153 EBLOCUM CREEK MOUTH 10110/98 15 65 15
1154 EBLOCUM CREEK MOUTH 10/1788 1 10 1
1155 E/SLOCUM CREEK MOUTH 1011788 2 10.6 2
1156 E/SLOCUM CREEK MOUTH 10/1788 3 10.8 3
1157 E/SLOCUM CREEK MOUTH 1011788 4 10.6 4
1158 E/SLOCUM CREEK MOUTH 10/17/88 5 10.4 5
1159 E/SLOCUM CREEK MOUTH 10/17/88 6 10.2 6
1160 E/SLOCUM CREEK MOUTH 10/1788 7 10.2 7
1161 E/SLOCUM CREEK MOUTH 1011788 8 9.8 8
1162 EBLOCUM CREEK MOUTH 10117188 9 9.9 9
1163 E/SLOCUM CR EEK MOUTH 10/17/88 10 9.8 10
1164 EBLOCUM CR EEK MOUTH 10/17M 11 8.6 11
1165 EBLOCUM CREEK MOUTH 1011788 12 8.4 12
1166 E/SLOCUM CREEK MOUTH 10/17188 13 75 13
110 E/SLOCUM CR EEK MOUTH 1011788 14 7.1 14
1168 E/SLOCUM CREEK MOUTH 10/17/88 15 6.9 15
1169 EBLOCUM CR EEK MOUTH 10/17/98 16 65 16
1170 E/SLOCUM CREEK MOUTH l0f3l/881 1 8.4 1
1171 E/SLOCUM CREEK MOUTH 10/3188 2 8.4 2
1172 E/SLOCUM CREEK MOUTH l0/3U88 3 8.4 3
1173 E/SLOCUM CREEK MOUTH 10/3188 4 8.4 4
1174 E/SLOCUM CREEK MOUTH 10/3188 5 8.4 5
1175 EISLOCUM CREEK MOUTH 10(3188 6 8A 6
1176 E/SLOCUM CREEK MOUTH 10/3188 7 8A 7
1 In E/SLOCUM CREEK MOUTH 10/3188 8 8A 8
1178 E/SLOCUM CREEK MOUTH 1021/88 9 85 9
1179 E/SLOCUM CREEK MOUTH 10/3188 10 85 15
1180 E/SLOCUM CREEK MOUTH ]O/3188 11 SS I 11
1181 E/SLOCUM CREEK MOUTH 108188 12 85 12
1182 E/SLOCUM CREEK MOUTH 1013M8 13 BS 13
1183 E/SLOCUM CREEK MOUTH 1013M8 14 85 14
1IM E/SLOCUM CREEK MOUTH 10/3188 15 8.4 IS
1195 E/SLOCUM CREEK MOUTH ]OBIBB 16 8.4 16
1186 E/SLOCUM(REEK MOUTH 1O131188 17 8.2 17
1187 E PRONG SLOCUM CR AT HWY 70 12M 0.5 10 OS
1189 E PRONG SLOCUM CR AT HWY 70 1/9190 0.5 8.8 OS
1189 E PRONG SLOCUM CR AT HWY 70 1/16/90 05 9.3 OS
1190 E PRONG SLOCUM CR AT HWY 70 1(22190 05 6.8 05
1191 E PRONG SLOCUM CR AT HWY 70 129/90 0.5 7.8 OS
1192 E PRONG SLOCUM CR AT HWY 70 2/5/90 0.5 4.9 05
1193 E PRONG SLOCUM CR AT HWY 70 2/12/90 OS 6.8 05
1194E PRONG SLOCUM CR AT HWY 70 2119190 0.5 7 05
1195 E PRONG SLOCUM CR AT HWY 70 2/26190 0.5 9.3 05
1196 E PRONG SLOCUM CR AT HWY 70 3/5190 0.5 5.6 05
1197 E PRONG SLOCUM CR AT HWY 70 3/13/90 0.5 4.7 05
1198 E PRONG S LOCUM CR AT HWY 70 3/19/90 OS 4.5 05
1199 E PRONG SLOCUM CR AT HWY 70 326/90 0.5 5.2 05
1200 E PRONG SLOCUM CR AT HWY 70 52/90 0.5 4A OS
1201 E PRONG SLOCUM CR AT HWY 70 5114/90 0.5 3.4 05
1202 E PRONG S LOCUM CR AT HWY 70 521/90 05 24 OS
1203 E PRONG SLOCUM CR AT HWY 70 5129190 05 5.4 05
1204 E PRONG SLOCUM CR AT HWY 70 6/4190 0.5 3 05
1205 E PRONG SLOCUM CR AT HWY 70 615/90 05 2.6 OS
1206 EPRONG SLOCUM CR AT HWY 70 6/6/90 OS 3.1 05
1D E PRONG SLOCUM CR AT HWY 70 6111/90 OS 1.8 OS
1208 E PRONG SLOCUM CR AT HWY 70 6112190 OS 1.6 05
IKO E PRONG SLOCUM a2 AT HWY M 6114/90 OS 23 OS
1210 E PRONG SLOCUM M AT HWY 70 6/18/90 OS 1.8 OS
1211 E PRONG SLOCUM CR AT HWY 70 6119190 OS 22 05
1212 E PRONG SLOCUM CR AT HWY 70 621/90 0.5 L9 OS
1213 E PRONG SLOCUM CR AT HWY 70 626/90 OS L5 05
1214 E PRONG SLOCUM M AT HWY 70 1 6/27190 0.5 0.9 OS
1215 E PRONG SLOCUM CR AT HWY 70 1 628/90 0.5 1.2 OS
Page 15

Numbs LOCATION DATE DEPTH(R) D.O. DEPTH([t)
1216 E PRONG SLOCUM CR AT HWY 70 7nA01 0.5 2 03
1217E PRONG SLOC(M CR AT HWY 70 713/90 0.5 1.8 OS
1218 E PRONG SLOCUM CR AT HWY 70 7/5/90 0.5 2.2 OS
1219E PRONG SWCUM CR AT HWY 70 719190 05 1.4 05
1RO E PRONG SLOCUM CR AT HW M 7/10190 0.5 1.6 05
IMIEPRONGSLOCUMCRATHWY70 7/12190 0.5 1.4 OS
1222E PRONG SLOCUM CR AT HWY 70 7/I690 0.5 1.8 03
1223 E PRONG SLOCUM CR AT HWY 70 7/17190 0.5 0.9 OS
1224 E PRONG SLOCUM CR AT HWY 70 7/19190 0.5 15 OS
1225 E PRONG SLOCtIM CR AT IW 70 723/90 05 11 OS
1226 E PRONG SLOCUM CR AT HWY 70 7/2490 0.5 1.6 05
1227 E PRONG SLOCUM CR AT HWY 70 726/90 0.5 22 05
1228 E PRONG SLOCUM CR AT HWY 70 7/30/90 0.5 1.6 05
1229 E PRONG SLOC(M CR AT HWY 70 7/31/90 05 1.7 05
1230 E PRONG SLOCUM CR AT HWY 70 82/90 0.5 1.4 05
1231 EPRONG SLOCUM CR AT HWY 70 8/6/90 0.5 1.3 OS
1232 E PRONG SLOCUM CR AT HWY 70 82/90 05 1.6 05
1233 E PRONG SLOCUM CR AT HWY 70 8/990 0.5 1.2 05
12M E PRONG SLOCUM CR AT HWY 70 8/13190 0.5 1.6 OS
1235 E PRONG SLOCUM CR AT HWY M 8/1490 0.5 15 05
1236 E PRONG SLOCUM CR AT HWY 70 8/1690 05 1.7 OS
1237 E PRONG SLOCUM(R AT HWY 70 820190 0.5 2.3 OS
1238 E PRONG SLOCUM CR AT HWY 70 82190 OS 18 05
1239 E PRONG SLOCUM CR AT HWY 70 82390 05 19 05
I240 E PRONG SLOCUM CR AT HWY 70 827/90 0.5 1.9 05
1241 E PRONG SLOCUM CR AT HWY 70 82P/90 0.5 1.8 05
1242 E PRONG SLOCUM CR AT HWY 70 8/30/90 05 23 OS
LNG E PRONG SLOCUM CR AT IIVIY 70 914190 OS 1.9 03
LW E PRONG SLOCUM CR AT HWY 70 9/690 0.5 1.2 OS
1245 E PRONG SLOCUM CR AT HWY M 9/1090 05 05 OS
1246 E PRONG SLOCUM CR AT HWY 70 9111/90 05 0.3 05
I247 E PRONG SLOCUM CR AT HWY 70 911390 .0.5 1 05
EN8 E PRONG SLOCUM CR AT HWY 70 9/1790 0.5 1.2 05
1249 E PRONG SLOCUM CR AT llI 70 911890 05 0.3 OS
1250 E PRONG SLOCUM CR AT HWY 70 92090 0.5 1.7 05
M I E PRONG SLOCUM CR AT HWY 70 921/90 0.5 0.7 05
1252 E PRONG SLOCUM CR AT HWY 70 9/15/90 05 0.6 w
1253 E PRONG SLOCUM CR AT HWY 70 927190 0.5 0.6 05
1256 E PRONG SLOCUM CR AT HWY 70 10290 0.5 1.2 05
1255 E PRONG SLOCUM CR AT HWY 70 10990 05 0.7 OS
1256 E PRONG SLOCUM CR AT HWY 70 10116/90 05 0.7 05
1257 E PRONG SLOCUM CR AT HWY 70 1024190 0.5 16 05
1258 E PRONG SLOCUM CR AT HWY 70 10(30/90 0.5 5.1 05
1259 E PRONG SLOCUM CR AT HWY 70 11/690 0.5 3 OS
1MO E PRONG SLOCUM CR AT HWY 70 11/14/90 OS 4 05
1MI E PRONG SLOCUM CR AT HWY 70 Ii/m/901 OS 4.6 u
1262 E PRONG SLOCUM CR AT HWY 70 112790 0.5 3.6 05
1M3 E PRONG SLOCUM CR AT HWY 70 12µ190 OS 4.1 05
1266 E PRONG SLOCUM CR AT HWY 70 12/11/90 0.5 6.6 05
1265 E PRONG SLOCUM CR AT HWY 70 12/1890 05 6.2 OS
1266 I.PRONG SLOCUM CR AT HWY 70 1226/90 05 5.8 05
1267E PRONG SLOCUM CR AT HWY 70 la,91 0.5 5.8 OS
1268 E PRONG SLOCUM CR AT HWY 70 1991 0.5 Zl OS
1269 E PRONG SLOCUM CR AT HWY 70 1/1591 05 8.3 OS
1270 E PRONG SLOCUM CR AT HWY 70 12391 0.5 9.9 05
1271 E PRONG SLOCUM CR AT HWY 70 12991 05 8.7 OS
1272 E PRONG SLOCUM CR AT HWY 70 21691 05 7.7 05
1Z73 E PRONG SLOCUM CR AT I(WY 70 2/1391 0.5 9.4 OS
1274 E PRONG SUDCUM CR AT HWY 70 211991 0.5 8 06
1275 E PRONG SLOCUM CR AT IRVY 70 22691 05 7 05
1276 E PRONG SLOCUM CR AT HWY 70 3/691 0.5 8.4 OS
12V E PRONG SLOCUM CR AT HWY 70 3/1291 0.5 9.4 03
1278 E PRONG SLOCUM CR AT HWY 70 3/199t 0.5 8 OS
1279 E PRONG SLOCUM CR AT IIWY 70 32691 OS 5.51 05
INN E PRONG SLOCUM CR AT HWY 70 4291 0.5 7.6 05
1281 E PRONG SLOCUM CR AT HWY 70 4991 OS 4.3 05
1282 E PRONG SLOCUM CR AT HWY 70 4/1691 05 4 OS
1283 E PRONG SLOCUM CR AT HWY 70 412491 0.5 5.5 05
1294 E PRONG SLOCUM CR AT HWY 70 4/30191 0.5 3.9 05
INS E PRONG SLOCUM CR AT HWY 70 5891 05 4.1 OS
1286 E PRONG SLOCUM CR AT HWY 70 5/1491 OS 4.1 05
1287 E PRONG SLOCUM CR AT HWY 70 52191 0.5 5.3 OS
1288 EPRONG SLOCUM CR AT HWY 70 52991 0.5 3.1 OS
1M9 E PRONG SLOC(M CR AT HWY 70 61391 05 3.2 03
1290 E PRONG SLOCUM CR AT HWY 70 6/491 0.5 3.2 OS
1291 E PRONG SLOCUM CR AT HWY 70 61591 0.5 3.1 03
1292 EPRONG SLOCUM CR AT HWY 70 611091 OS 3.3 OS
1293E PRONG SLOCUM CR AT HWY 70 611191 0.5 3.1 O5
1294 E PRONG SLOCUM CR AT HWY 70 6/12J91 0.5 2.9 OS
1295E PRONG SLOCUM CR Al HWY M 611791 05 14 OS
12961 E PRONG SLOCUM CR AT HWY 70 611891 0.5 2.7 05
Page 16

' I
N. LOCATION DATE DEPTII(ft) D.O. DEPTH(ft)
1297 EPRONG SLOCUM CR AT HWY 70 6/2W91 05 3.3 05
1298 E PRONG SLOCUM CR AT HWY 70 612491 OS 3.9 OS
1299 E PRONG SLOCUM CR AT HWY 70 6125/91 OS 4.5 OS
1300 E PRONG SLOCUM CR AT HWY 70 627/91 OS 3.9 05
1301 E PRONG SLOCUM CR AT HWY 70 71191 OS 21 05
1302 E PRONG SLOCUM CR AT lfW 70 7291 OS 2.3 OS
1303 E PRONG SLOCUM CR AT HWY 70 7/891 05 1.5 OS i
13 E PRONG SLOCUM CR AT HWY W 79/91 0.5 1 05
1305 E PRONG SLOCUM CR AT HWY 70 711191 0.5 15 05
1306E PRONG SLOCUM CR AT HWY 70 711591 0.5 1.8 OS
1307E PRONG SLOCUM CR AT HWY 70 7/1691 0.5 2.7 OS
1308 E PRONG SLOCUM CR AT I1WY 70 7/I891 0.5 1.9 05
1309 E PRONG SLOCUM CR AT HWY 70 72291 0.5 2.8 05
1310 E PRONG SLOCUM CR AT HWY 70 7/2391 0.5 2.5 05
1311 E PRONG SLOCUM CR AT HWY 70 7/2591 05 2.2 OS
1312 E PRONG SLOCUM CR AT HWY 70 72991 OS 2.9 06
1313 E PRONG SLOCUM CR AT HWY 70 7/3091 OS 35 OS
1314 E PRONG SLOCUM CR AT HWY M 7/3191 OS 3.9 05
1315 E PRONG SLOCUM CR AT IiWY 70 81591 OS 3.4 05
1316 E PRONG SLOCUM CR AT HWY 70 81691 0.5 3.7 0.5
1317 E PRONG SLOCUM CR AT fl Y 70 8891 OS 3.8 05
1318 EPRONG SLOCUM CR AT HWY 70 8/12,91 06 29 OS
1319 E PRONG SLOCUM CR AT HWY 70 8/1391 a5 35 O5
1320 E PRONG SLOCUM CR AT HWY 70 811591 0.5 3.1 05
1321 E PRONG SLOCUM CR AT HWY 70 8/1991 0.5 3.8 OS
1322 E PRONG SLOCUM CR AT HWY M S2091 06 4.3 05
1323 E PRONG SLOCUM CR AT HWY 70 .8122/91 05 3.7 05
I32A E PRONG SLOCUM CR AT HWY 70 812691 0.5 4.2 OS
1325 E PRONG SLOCUM CR AT HWY 70 82791 OS 4.2 06
13M E PRONG SLOCUM CR AT HWY 70 82991 05 3.8 05
1327 SLOCUM VILLAGE PERSONNEL BRIDG law 0.5 8.2 OS
131E SLOCUM VILLAGE PERSONNEL BRIDG 1990 OS 7.7 05
1329 SLOCUM VILLAGE PERSONNEL➢RIDG 1/16/901 OS 8 OS
1330 SLOCUM VILLAGE PERSONNEL BRIDG 12290 05 7.2 OS
1331 SLOCUM VILLAGE PERSONNEL BRIDG 12990 05 7.1 05
1332 SLOCUM VILLAGE PERSONNEL BRIDG 2/5/90 05 5.3 05
1333 SLOCUM VILLAGE PERSONNEL BRIDG 2/1290 05 5.3 u
13M SLOCUM VILLAGE PERSONNEL BRIDG 2/1990 0.5 6.3 OS
1335 SLOCUM VILLAGE PERSONNEL BRIDG 22690 OS 4 OS
1336 SLOCUM VILLAGE PERSONNEL BRIDG 3/590 0.5 6.5 0S
1337 SLOCUM VILLAGE PERSONNEL BRIDG 3/1390 0.5 65 OS
13M SLOCUM VILLAGE PERSONNEL BRIDG 3/1990 0.5 4.5 OS
1339 SLOCUM VILLAGE PERSONNEL BRIDG 3/2690 OS 5.8 05
1340 SLOCUM VILLAGE PERSONNEL BRIDG 5290 0.5 35 05
1341 SLOCUM VILLAGE PERSONNEL BRIDG 5/14190 0.5 4.2 OS
1342 SLOCUM VILLAGE PERSONNEL BRIDG 52190 0.5 5.7 05
IM3 SLOCUM VILLAGE PERSONNEL BRIDG 52990 05 6.6 05
1344 SLOCUM VILLAGE PERSONNEL BRIDG 6/490 0.5 3.4 05
IM5 SLOCUM VILLAGE PERSONNEL BRIDG 6/5/90 0.5 3 05
1346 SLOCUM VILLAGE PERSONNEL BRIDG 6/690 05 3.4 05
1347 SLOCUM VILLAGE PERSONNEL BRIDG 6/1190 05 6.1 OS
1348 SLOCUM VILLAGE PERSONNEL BRIDG 6/1190 05 7.6 OS
1349 SLOCUM VILLAGE PERSONNEL BRIDG 6/1490 0.5 9.4 05
1350 SLOCUM VILLAGE PERSONNEL BRIDG 6118190 05 11 05
1351 SLOCUM VILLAGE PERSONNEL BRIDG 6/1919DI 05 71 06
1352 SLOCUM VILLAGE PERSONNEL BRIDG 621/90 0.5 7.3 06
1353 SLOCUM V➢.LAGE PERSONNEL BRIDG 62690 05 12 05
1354 SLOCUM VILLAGE PERSONNEL BRIDG 62790 05 10 05
1355 SLOCUM VILLAGE PERSONNEL BRIDG 628190 05 7.7 05
1356SLOCUM VILIAGEPERSONNELBRIDG 7290 05 6.2 05
1357 SLOCUM VILLAGE PERSONNEL BRIDG 7/390 OS 6.6 05
1358 SLOCUM VILLAGE PERSONNEL BRIDG 7/5/90 0.5 7.3 05
1359 SLOCUM VILLAGE PERSONNELBRIDG 7990 0.5 7.4 OS
13W SLOCUM VIL2AGEPERSONNELBRIDG 7110/90 0.5 7.8 05
1361 SLOCUM VILLAGE PERSONNEL BRIDG _ 7/12/90 0.5 6.2 05
1362 SLOCUM VILLAGE PERSONNELBRIDG 7/1690 0.5 5.6 05
1363 SLOCUM VILLAGE PERSONNELBRIDG 7/17/90 05 4.1 OS
1364 SLOCUM VILLAGEPERSONNELBRIDG 7/1990 05 2.8 05
IM5 SLOCUM VII.IAGEPERSONNELBRIDG 72390 0.5 3.8 05
1366 SLOCUM VILLAGE PERSONNEL BRIDG 7/24/90 0.5 4.3 OS
1367SLOCUMVILLAGEPERSONNELBRIDO 7/2690 0.5 6.1 03
1368 SLOCUM VILLAGE PERSONNEL BRIDG 713090 05 4.3 OS
1169 SLOCUM VILLAGE PERSONNEL BRIDG 721/90 0.5 4.3 OS
1370 SLOCUM WL GE PERSONNEL BRIDG 8290 OS 7.9 0S
1371 SLOCUM VILLAGE PERSONNEL BRIDG 8/690 OS 24 05
1372SIOCUMVILIAGEPERSO\NELBRIDG 8290 0.5 1.3 05
1373 SIACUM VILLAGE PERSONNEL BRIDG 899B 0.5 0.3 03
137dOCUM VILLAGE PERSONNEL BRIDG 8/1390 05 24 05
1375 SLSL.00UM VILLAGE PERSONNEL BRIDG 81141% 0.513.4 OS
1376SL.00UM VILLAGE PERSONNEL BRIDG 8/1690 0.51 7.1 05
1377SLOCUM VILLAGE PERSONNEL BREDGJ 82090 0.51 7.4 05
Page 17

Numbs LOCATION DATE DEPTH ft) D.O. DEPM(B)
13785L.00UM VILLAGHPERSONNELBRIDG 821/90 05 7.3 05
1379 SLOCUM VILLAGE PERSONNEL BRIDG 82390 0.5 6.8 05
1380 SLOCUM VIILAGEPERSONNELBRIDG 8127190 OS 5.1 05
1381 SLOCUM VILLAGE PERSONNEL BRIDG 8/1B/90 a5 6.8 03
1382 SLOCUM VILLAGEPERSONNELBRIDG 8MI90 0.5 3.9 03
1383 SLOCUM VILLAGE PERSONNEL BRIDG 9/4/90 OS 5.8 05
13M SLOCUM VILLAGE PERSONNEL BRIDG 9/690 a5 9.3 u !
IM5 SLOCUM VILLAGEPERSONNELBRBJG 9/10190 0.5 5.3 05
1M6 SLOCUM VILLAGE PERSONNEL BRIDG 9/1190 0.5 3.8 OS
1387 SLOCUM VILLAGE PERSONNEL BRIDG 9/13/90 0.5 4.7 05
1388 SLOCUM VILLAGE PERSONNEL BRIDG 9/17190 0.5 27 06
1389 SLOCUM VILLAGE PERSONNEL BRIDG 9/189D OS 5.6 05
1390 SLOCUM VILLAGE PERSONNEL BRIDG 92090 0.5 0.1 05
1391 SLOCUM VILLAGE PERSONNEL BRIDG 9/2A/90 0.5 3.1 05
1392 SLOCUM VILLAGE PERSONNEL BRIDG 925190 0.5 4.4 05
1393 SLOCUM VILLAGE PERSONNEL BRIDG 9127190 05 OS OS '
1394 SLOCUM VULAGE PERSONNEL BRIDG 1012190 05 4.9 05
1395 SLOCUM VILLAGE PERSONNEL BRIDG 1019/90 05 1.5 05
1396 SLOCUM VILLAGE PERSONNEL BRIDG 10/16/90 05 6.4 05
1397 SLOCUM VULAGE PERSONNEL BRIDG 1012490 0.5 1.3 05
1398 SLOCUM VILLAGE PERSONNEL BRIDG 10/30/90 0.5 3 OS
13N SLOCUM VILLAGE PERSONNEL BRIDG 11/61901 0.5 2 05
1"SLOCUM VILLAGE PERSONNEL BRIDG 11/1490 0.5 7.7 E
1401 SLOCUM VULAGE PERSONNEL BRIDG 112D90 0.5 0.2 05
1402 SLOCUM VILLAGE PERSONNEL BRIDG 1127/90 05 0.3 05
1403 SLOCUM VILLAGE PERSONNEL BRIDG 1214/90 0.5 3.2 05
I4 SLOCUM VILLAGE PERSONNEL BRIDG 12/11/90 05 4.2 05
1405 SLOCUM VILLAGE PERSONNELBRIDG 12/18/90 05 1.8 05
1406 SLOCUM VILLAGE PERSONNEL BRIDG 1226190 0.5 6.3 06
14 SLOCUMVILLAGE PERSONNELBRIDG 1/2191 0.5 4.1 05
1408 SLOCUM VIILAGEPERSONNELBRIDG 1/991 05 7.9 06
14095LOCUM VILLAGEPERSOTNELBRIDG 1/1591 OS 4.3 OS
1410 SLOCUM VILLAGE PERSONNEL BRIDG 12391 05 9.2 06
1411 SLOCUM VILLAGE PERSONNEL BRIDG 12991 05 8.8 05
1412 SLOCUM VILLAGE PERSONNEL BRIDG 2/691 OS 8.1 05
1413 SLOCUM VILLAGE PERSONNEL BRIDG 211391 05 8.4 OS
1414 SLOCUM VILLAGE PERSONNEL BRIDG 211991 0.5 7.4 05
1415 SLOCUM VILLAGE PERSONNEL BRIDG 22691 0.5 7.3 OS
1416 SLOCUM VILLAGE PERSONNEL BRIDG 3/691 0.5 8.3 OS
1417 SLOCUM VILLAGE PERSONNEL BRIDG 311291 0.5 85 05
1419 SLOCUM VILLAGE PERSONNEL BRIDG 3/1991 0.5 7.7 OS
1419 SLOCUM VILLAGE PERSONNEL HRIDG 326191 0.5 3.3 05
1420 SLOCUM VILLAGE PERSONNEL BRIDG 4291 05 7 05
1421 SLOCUM VILLAGE PERSONNEL BRIDG 4991 0.5 4.2 05
1422 SLOCUM VILLAGE PERSONNEL BRIDG 411691 0.5 4.4 05
1423 SLOCUM VULAGE PERSONNEL BRIDG 412491 05 5.9 05
1424 SLOCUM VILLAGE PERSONNEL BRIDG 4/3091 0.5 1.1 06
1425 SLOCUM VILLAGE PERSONNEL BRIDG 5891 0.5 4.7 05
1426 SLOCUM VILLAGE PERSONNEL BRIDG 511491 OS 4.9 06
1427 SLOCUM VILLAGE PERSONNEL BRIDG 52191 0.5 4.9 05
147RSLACUM VILAGEPERSONNELHRIDG 52991 0.5 4.8 05
1429 SLOCUM VILLAGE PERSONNEL BRIDG 61391 06 3.8 OS
1430 SLOCUM VILLAGE PERSONNEL BRIDG 61491 05 3.7 05
1431 SLOCUM VILLAGE PERSONNEL BRIDG 61591 0.5 5.4 05
1432 SLOCUM VILLAGE PERSONNEL BRIDG 611091 05 5.7 u
1433 SLOCUM VILLAGE PERSONNEL BRIDG 6111/911 0.5 4.9 05
1434 SLOCUM VILLAGE PERSONNEL BRIDG 61WI 05 3.8 03
1435 SLACUMVILAGEPERSONNELBRIDG 611791 05 4.4 05
14M SLOCUM VILLAGE PERSONNEL BRIDG 611891 05 25 03
1437 SLOCUM VILLAGE PERSONNEL BRIDG 62091 OS 4.3 05
1438 SLOCUM VILLAGE PERSONNEL BRIDG 612191 0.5 3.8 (5
1439 SLOCUM VILLAGE PERSONNEL BRIDG 62591 05 4.1 06
1440 SLOCUM VILLAGE PERSONNEL BRIDG 62791 05 4.3 05
1441 SLOCUM VILLAGE PERSONNEL BRIDG 7/191 05 3.5 06
1442 S1.00UMVILLAGEPERSONNELBRIDG 7291 05 3.8 05
1443 SLOCUM VILLAGE PERSONNEL BRIDG 7891 0.5 2.1 05
1444SLACUM VILLAGE PERSONNEL BRIDG 7991 0.5 1.6 OS
1445 SLOCUM VILLAGE PERSONNEL BRIDG 7/1191 05 5.4 05
1446 SLOCUM VILLAGE PERSONNEL BRIDG 7/1591 05 95 05
1447 SLOCUM VILLAGE PERSONNEL BRIDG 7/1691 05 3.2 OS
1448 SLOCUM VILLAGE PERSONNEL BRIDG 7/1891 05 5.3 05
1449 SLOCUM VILLAGE PERSONNEL BRIDG 722191 0.5 4.2 OS
1450 SLOCUM VILLAGE PERSONNEL BRIDG 72391 05 3.9 05
1451 SLOCUM VILLAGE PERSONNEL BRIDG 7M91 OS 15 05
1452 SLOCUM VILLAGE PERSONNEL BRIDG 8/591 0.5 3.7 05
1453 SLOCUM VILLAGE PERSONNEL BRIDG 81691 0.5 3.3 OS
1454 SLOCUM VILLAGE PERSONNELBRIDG 8/991 05 3.4 05
1455 SLOCUM VILLAGE PERSONNEL BRIDG 8IWI OS 3.2 05
1456 SLOCUM VILLAGE PERSONNEL.BRIDG 8/1319 0.5 3.3 05
1457 SLOCUM VILLAGE PERSONNEL BAIDG 8/1591 0.5 4.6 OS
1456 SLOE VILLAGE PERSONNEL BRIDG 8/191911 0.5 3.7 05
Page 18

N.b( LOCATION DATE DEPTH(ft) D.O. DEPTH(ft)
1459 SLOCUM VILLAGE PERSONNEL BRIDG 8/20191 OS 4.1 05
IMO SLOCUM VILLAGE PERSONNEL BRIDG 8/22191 OS 45 05
1461 SLOCUM VILLAGE PERSONNELBRIDG 8/26191 05 6.2 05
1462 SLOCUM VILLAGE PERSONNEL BRIDG 8127/91 05 4.6 05
1463 SLOCUM VILLAGE PERSONN-EL BRIDG 8/29/91 OS 4.3 OS
Page 19