HomeMy WebLinkAbout047Michelle Farfan
From:
Sent:
To:
Cc:
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Attachments:
Consultares@aol.com
Monday, September 09, 2013 2:48 PM
corina.hayes@doh.wa.gov;teresa.walker@doh.wa.gov;SPorto@cojefferson.wa.us
paul @statesmanusa.com; don@pleasantharbormarina.com;
d iane@pleasantharbormarina.com; mcoleman @ pleasantharbormarina.com;
peckassoc@comcast.neU garth.mann@statesmang roup.com
Pleasant Harbor - capacity and source approval
L0 - ltrof submittal - approach.pdf; 15 - MPR Boundary.pdf;20 - EX-01 EXISTWTR
SYS.pdf; 22 - MPR WATER PRESSURE ZONES.pdf; 24 - MPR WATER Layout.pdf; 30 -
Marina Well 1 Test-Analysis.pdf; 32 - Certificate-0010413l.pdf;40 - expansion
demand-13.09.08.pdf;42 - historical data - 09,08.pdf; 50 - reservoir
volume-13.09.08.pdf; 52 - pillow 1.pdf;52 - pillow Z.pdf;52 - pillow 3.pdf;60 -
transmission Vertical schematic.pdf;62 - Altitude valve.pdf; 64 - flow analysis.pdf;70 -
temp and perm cost est.pdf; 80 - Fire MOU ltr.pdf; 82 - Bistro-Sprinkler-ltr.pdf
good afternoon to all,
Please note that attached is the submittal to DOH - Walker regarding a couple of issues that was important for her
information prior to moving forward on system modifications. Again, please recallwe have been asking to 1) expand the
Bistro, and 2) install a sewer pipeline nearby well # 2. Both of these issues needed to be submitted to DOH prior to clear
decisions in the near future.
This package includes response on system capacity, source approval, and coordinate storage pending on the capacity
and source approval.
Please contact us should you have questions during the review of the documents. We await Mr. Walker's comments
shortly if possible.
thank you,
dwight
Gonsultares Engineering
Dwight L Holobaugh, PE
PO Box 608
Issaquah, WA 98027
cell 206-919-1319
consultares@aol.com
1
CONSULTARES ENGR
Dwight L. Holobaugh, PE Cell:206-919-1319
2013 September 08
Ms Corina Hayes, Regional Planner
Ms Teresa Walker, Regional Engineer
Washington State Department of Health
Town Center # 3
243Israel Road SE
Tumwater, WA 98501
Ms Susan Porto, Sanitarian Specialist
Jefferson Co Public Health
615 Sheridan Street
Port Townsend, WA 98368
Re Pleasant Harbor Water System, ID # 47629
Source Approval and Capacity Approval
Stage 1, Phase I Preliminary Project Report
Ms. Hayes, Ms Walker, and Ms Porto
First, Consultares thanks you for the response as recently made by Corina regarding our
questions. In our effort to proceed quickly, we are spurred to present our understanding of the
key items as follows:
I ) The existing upland system of the harbor area is planned to be fully replaced in Stage I,
Phase I of the Master Planned Resort construction. This action will be described in some
detail as will be a part of the submitted Water System Plan this early fall of 2013 September.
2) In discussions with Consultares, Ms Walker focused on and requested us to provide a
capacity analysis as the base information, and then we can have continuing discussions.
Consultares has prepared the capacity analysis.
3) During the meeting with DOH and Jefferson County at the site at Pleasant Harbor,
Consultares suggested the Deli is planning to expand, and we project our capacity may even
allow additional expansion in the future during the next two years. At this time, we have
decided to not include other potential services except the Bistro for the Marina Harbor.
4) Along with the capacity request, DOH had previously suggested we test the existing Well # I
and make application for purposes of source approval. We have conducted the test for Well
# I Source Approval application, and believe you will find the Well # I source as adequate.
5) Having analyzed the expansion capacity, we intuitively recognize the necessity for additional
storage. The capacity we currently have, and the amount we could immediately use, we note
our obligation to assure both the capacity and the storage with improvements for system
facilities as found required. We have therefore fully analyzed the entire existing system for
proficiency and confirmed the only component needing improvement was concerning storage
volume. We have calculated the present plus expansion volume requirement, and have
PO Box 608 Issaquah, WA 98027 consultares@aol.com
To: DOH / JC Date: 2013 September 08
determined the appropriate betterment. You will find the storage calculations to be a second
base function of the existing water system. We believe you will find the storage
improvement adequate for the existing Bistro expansion target along with the expansion
need.
6) These analysis packages as developed also will be used when considering the ultimate
facilities over the next two years or so, and will be useful for our soon to be submitted WSP.
Technical Efforts
l. Background
a. The existing water system has two wells, one storage tank, a pressure booster
pump, and piping for transmission and distribution. Service meters have not yet
been installed, however source meters are available.
b. In an effort to move forward on full improvement with both the water service and
the sewer service for the harbor and its upland development, we are seeking to
obtain of the capacity analysis approval of the water system capacity.
c. The Pleasant Harbor and Consultares are seeking expansion of this water system
to include services to more patrons in the Bistro [deli], lounge, pool, laundry,
restrooms, transit moorages day rentals, and if sufficient capacity is existing, to
use that capacity to improve conditions of services to the attractions and revenue
for marina operations.
d. The source testing of Well # I has been completed and is documented by Binder
Consulting, LLC Well Aquifer Test attached hereto.
2. Analysis
a. Using the record of the recent two years of historical consumption, we have the
monthly average daily demand for the last24 monthso and we can identify the
monthly maximum amounts of consumption, and with calculations we can
identift a MMD.
b. With the records of the daily reads during 2013 July 04 Holiday period, we have
also derived a very probable MDD.
i. Please note given the seasonal usage which is, and we believe the MDD
will always be, one of the first Saturday of May Boat Season, or Memorial
Day, or July 04, or Labor Day.
ii. Installing meters for distribution will assist knowledge of operations and
are required on or before 2016 December 31.
Holobaugh page 2 of6
To: DOH / JC
3. Process
4. Results
Date: 2013 September 08
a. Obtain and use the records of the MAD during each month through-outthe 2
years, and find the highest monthly demands, and compare to the records from
Apr 15, until Sep 15. Consider the findings of comparison to understand the
seasonal issues.
b. Derive the results of the ADD of a new twin development according to the DOH
Table 5 -2 from the Dec 2009 Design Manual. Use this for a comparison
between the calculated result and the existing source meter result.
c. Search through the data for indications for a guide to a MDD, and confirm
monthly information as to seasonal [summer] high usages.
d. A spreadsheet is attached to this document showing the last 24 months from:
i. From June of 201I thru July 2013
a. The monthly source production meter that has been recorded on a monthly basis
for the recent 2 years, then has been reduced to provide an Annual Average Daily
Demand [ADD] at6,847 gallons.
i. Please note the calculated Annual ADD per the DOH 2009 Design
Manual, Chapter 5, Table 5 - 2 shows the calculations for a result in the
amount of annual ADD at 9,483 gallons - - - a ratio of 1.38 the records.
ii. As to this result, Consultares recommends using the 2 year records as
opposed to the DOH Manual, therefore the ADD is 6,847 gallons.
b. Consultares recognizes we do not have a Maximum Daily Demand [MDD] from
the 2 years of records. However, having foreseen the need for MDD Consultares
did take advantage of the 2013 July Holiday period as follows:
i. We began reading the Well # I flow meter daily from beginning 2013 Jul
0l and ending at20l3 Jul 08. There were two time errors in the meter
readings, but not of a large significance.
ii. Consultares recommends using the DOH ratio at 1.75 for western
Washington, therefore the MDD is 11,982 gallons.
c. Consultares has plans to bracket labor Day for MDD efforts. We will begin daily
readings 201 3 Aug 28 and ending daily readings as 201 3 Sep 05, all at the same
time each day.
d. Consultares intends to compare our findings of both Holidays, and if significant
issues arise, to forward our findings to your offices, along with any recommended
changes we have considered.
Holobaugh page 3 of 6
To: DOH / JC Date: 2013 September 08
e. We have confirmedr the capacity facilities for this analysis are the well # I pump
and the storage, and in combination with each other.
f. Note that the distribution and / or transmission has been functioning satisfactory,
and is primarily pvc about 40 years aged.
g. We find no past reason to have and operate a treatment system and / or hypo-
chlorination. Further, the only transmission piping will be from Well # I to the
pump house, which has never shown any evidence of transmission carrier
problems.
h. Well # I has been tested as needed for submittal to DOH to obtain source
approval of Well # l. The approval request has been ueated and it will be a
portion of this Capacity Report, and it is a part of this submittal for DOH
approval.
i. The Well # I DOE well log identifies its capacity is l8 gpm. In discussion with
Scott Bender, PE, who is the professional engineer that performed and certified
the source testing report for DOH, Mr. Bender also recommends a l5 gpm flow
rate of production. Consultares recommends the existing well pump is l0 gpm,
and will have significant rest times given a combination with storage
improvement. Therefore, the 10 glm well pump is of sufficient volume to
maintain adequate flow, and we recommend it not be changed until in the future if
needed. If however a change is indicated, the wellcan be changed to l5 gpm.
i. ADD :6,847 gallons
ii. The well at l0 gpm has a volume accumulation in excess of MDD of
11,982
1. 24hrs= 14,400 gallons
2. 18 hrs: 10,800 gallon
iii. As can be seen above, with a production of the 12,000 gallons there will
be ample time to replenish full storage capacity
j. The storage items and calculations yield the following
i. Existing: 3,183 gallons
ii. Fire suppression: 4,000 gallons
iii. Stand-by: 0 gallons
iv. Equalization 2,579 gallons
v. Operational 1,441 gallons
lThe ma*imum number of service connections or ERU's that the water system can serve when considering the
limitation of each water system component such as source, treatment, storage, transmission, or distribution,
individually and in combination with each other.
Holobaugh page 4 of 6
To: DOH / JC Date: 2013 September 08
It is imperative to review the calculations spreadsheets attached to this report. We believe the
calculations have been done well, and will provide the required storage that the system can
handle easily.
Reservoir Storage
There remains one portion of storage not currently resolved, and that is Fire Suppression
Volume. Meetings are in process to find a resolution in good faith with the local Fire Chief of
the Brinnon Fire Department. A confirmation of the approach by both parties, and will be
resolved shortly. We expect to make an acceptable proposal for the next two years, and we will
advise DOH of our resolution with the FD. A letter of confirmation is attached with a copy of
said letter.
The calculations currently contain the results of Standby, Equalizing, Operational, and existing
storage. At this time, we are anticipating a temporary storage "pillow" with capabilities for
storing at 15, 000 or 20,000 gallons of system volume.
The pillow volume will be at a slightly higher elevation [2'] then the existing steel tank, and will be
controlled by an altitude valve for storage usage between the pillow and steel tank. The well will fill
the pillow, the altitude valve will allow flow between the pillow and the steel tank give certain
elevations, and the pressure booster pump will provide the appropriate pressure distribution for
services.
System Expansion
The "capacity" analysis found that Well # 1 production is recommended to be l0 gpm, which will be
automated for call on / call off depending on the steel tank storage elevation at any time.
The expansion of the existing system is only possible by the well production which is set for
operations such that resting times will be readily available through-out any maximum day demand.
The ERU's as existing currently, were calculated as they are derived per DOH Guide for ADD of the
unknown. However, in this case, Pleasant Harbor has historical data records such that we used the
most recent 2year period. From that comparison, we found that the actual ERU's [39] were in fact
38% less than the DOH Guide. That finding then set the existing for comparison with the system
facilities of the DOH Guide but without the reduction in expansion ERU's.
Given the discussion immediately above, there is an actual number of 39 ERU's existing. Further,
the future expansion is available without reduction for comparison. The availability can support
increase for service areas for the deli [restaurant] and lounge,. This provides for l0 additional
ERU's. Together, the actual and planned expansion can readily provide service from the
improvements being proposed for additional storage and source production.
The Marina water facilities including Production and Storage will all be fully replaced in
approximately 2 years. By that time when both a sewer Reclamation Treatment Plant and additional
source improvements including approximately 310,000 gallons of storage will be in service for all of
the PH MPR including the marina.
Holobaugh page 5 of 6
To: DOH / JC Date: 2013 September 08
This important Project analysis is now recommended as:
o "'l o'i1T':;H:iil'*ffi1; #ff,ili#'er
quaritv
o Existing and Proposed Storage Volume and controllers
o Existing transmission lines are at par with 2" diameter pvc with flow of 78 gpm
o Service lines are at par with 1" diameter pvc functioning well at 20 gpm
At this point however, we hereby ask for your approval of the Well # I Source Application, and
your approval of the Capacity, Expansion analysis, and storage betterment for the Marina during
a temporary time of approximately 2yearc.
Present
o This document anticipates a full replacement of the Marina Harbor water facilities
as shown within the coming submittal of the WSP of the Pleasant Harbor Master
Planned Resort. A map of the MPR proposed replacement is attached hereto.
o Consultares considered the Well # I production as the primary factor. The well
has recently been tested for purposes of aquifer quantity, intruding man-caused
un-safe contaminates, natural un-safe contaminates, and of course general water
quality.
o The system does have records for meter flows, however there is only one source
meter of importance, and with no service meters at this time. Consultares
references the WS DOH Design Manual, Chapter 5.2,we note that source meters
are acceptable for quantifying system capacity, and that is how we have presented
our findings.
Mr. Mann has asked that we seek a response as quickly as reasonable, and I ask that you contact
us with any questions such that we can investigate any problems immediately if necessary.
Respectfully,
Consultares Engineering
Dwight L Holobaugh, PE, Principal
Holobaugh page 6 of6
Pleasant Harbor Marina and Golf Master Planned Resort
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August 8,2013
Mr. Garth Mann
The Statesman Corporation
7370 Siena Morena Blvd. S.W.
Calgary,Alberta T3H 4H9
BENDER
CONSUTTING. LLC
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PLEASAIIT TIARBOR MARINA WELL TESTS AI\D ANALYSIS, PLEASAIIT HARBO&
WASHINGTON
Dear Garth:
This letter summarizes the procedures, analysis, and findings from testing Well I at the marina. The
testing was performed to identit/ the performance of the well, aquifer properties in the vicinity of the
well, and to provide the basis for a susceptibility analysis for the well and aquifer.
Marina Well I
The marina supply well I is located on the north end of the site as shown in Figure l. The well was
drilled to a depth of 88 feet in 1977 . Based on the well log, the sand and gravel aquifer was encountered
between depths of about 76 and 88 feet. The aquifer is confined by overlying and underlying glacial till.
The well log is provided in Figure 2.
Marina Well 2 is located on the south end of the site. This well is about 195 feet deep and is completed
in basalt. This is the closest known well to Well l. Since the well is located in a different aquifer, the
well could not be used for a monitoring well during the test.
Methods
Pumping and recovery tests were performed at Marina Well I in general accordance with the procedures
in Appendix E ofthe Washington State Department of Health Water System Design Manual (2009). In
preparation forthe testthe water storage tank atthe Marinawas filled and the piping from the pump was
reconfigured to pump the water to waste; water could not be sent to the tank because the varying head
conditions the pump would rcalize over time would change, and this would affect pumping rates and
invalidate the assumptions of the test.
Due to the limited storage capacity at the site, a step test was not performed. An initial test was
performed for about 10 minutes to check the piping and drawdown in the well. The water level was then
allowed to recover to static.
BENDER CONSULTING, LLC
C:\UseRLScot Bender\Docments\os35-01 Pleddt Harbor\PleNilt Ha6or\lr,laina Testing\Plemt Harbor Mrina Well Test ud An8lysis.docx
I 026-0 I
€
Letter to Mr. Garth Mann
August 8,2013
Page 2
The pumping test was performed atarate of 7.2 gpmfor a period of 24-hours. Groundwater drawdown
in the well was about 17 feet at this rate. Groundwater level recovery was then monitored for a period of
about 1,000 minutes, though full water level recovery occurred within 200 minutes of pump shut down.
Groundwater levels were measured and recorded with a datalogger installed in the supply well. Manual
measurements were also made periodically throughout the test. A datalogger was also insalled in
Pleasant Harbor to record tidal fluctuations.
Static Water Level
Based on site survey information, the elevation of the well head is 48.63 feet. A static depth to water
measurement was collected I hour before a high tide of 8.08 feet in Pleasant harbor. The depth to water
was 42.90 feet below top of casing. The static water level elevation was therefore 5.73 feet.
PumpingTest Analvsis
Groundwater level data were first corrected for tidal fluctuations based on pre-test static water level
information. A tidal efficiency of about 0.22 was measured. This correction was applied to the pumping
and recovery data to eliminate the effects of the tides.
The drawdown and recovery data were then plot according to methods by Theis and Jacob. Figure 3
shows graphicalplots ofthe test data. The semi-log plot indicates that a positive hydraulic boundary was
reached within about 20 minutes ofthe test start. The hydraulic boundary is presumably that ofPleasant
Harbor; this does not mean that the aquifer is receiving water from the harbor, but merely that it is within
the hydraulic influence ofthe harbor. The positive boundary was also measured during the recovery test.
Analysis of the drawdown portion of the test indicates an aquifer transmissivity of 0.06 to 0.14
#/minute. Analysis of the recovery data indicates an aquifer transmissivity of about 0.24 rt.minute.
The estimation of aquifer transmissivity from a single well (supply well) pumping test is always
underestimated because friction losses in the well screen during pumping increase drawdown greater
than actually occurs in the aquifer. It is for this reason that monitoring wells provide a better indication
of aquifer transmissivity during aquifer tests. Figure 4 provides a plot of calculated water level elevation
in the aquifer for a rate of 7.2 gpm under the calculated range in transmissivity. As shown, the
calculations become invalid for an aquifer transmissivity of 0.06 fflminute or less; in this case the aquifer
would be pumped dry, and the pumping conditions in the well clearly indicated that this did not occur.
BENDER CONSULTING, LLC
Cr\Users\Scott Bender\Documents\os35-01 Ple6et Hilbor\Ple6mt Hilbor[\,fuina Testing\PleMt Harbor Marina Well Tcst ild Analysis.docx
r 026-0 I
Letter to Mr. Garth Mann
August 8,2013
Page 3
Based on the pumping and recovery analyses, we conclude that aquifertransmissivity is on the order of
0. 14 to 0 .24 ff lminute. At a pumping rate of 7 .2 gpm, this produces an aquifer drawdown (outside the
well) betweenZ.S and 4.5 feet.
The storage coefficient is estimated to be I x I 0-3 or less (dimensionless). A single well pumping test does
not yield a storage coefficient. Because the water level in the well is above the contact with the overlying
confining unit, the aquifer is confined. As such, the well and supply is not groundwater under the
influence of surface water.
Well Efficiency
We understand that the well has been used effectively for many years. In a few years, however, the well
has had a lower yield; these were times such as the July 4 holiday weekend when there was a high
demand.
Figure 4 indicates thatthere is likely less than 4.5 feet of drawdown in the aquifer, just outside the well,
when pumpingatarate of 7.2 gpm. A drawdown of l7 feet was measured inside the well. This is direct
evidence ofwell inefficiencies. We would anticipate a maximum drawdown inside the well of 5 feet for
the given aquifer conditions and well construction.
Figure 5 shows the entire record of drawdown measured during the site visit. Drawdown after July 17,
2013 17:00 is due to normal operation ofthe well. This was a period of relatively low use ofthe marina.
As shown, over 27 feet of drawdown occurred in the well during this period; this is about 60 percent of
the available drawdown in the well. Given the types ofwater uses at the marina (showers, facilities, dock
use); it is possible that the remainder of the available drawdown can be consumed during peak periods.
It is our opinion that the drying up of the well is not due to seasonal influences. First, the aquifer is
confined and very pervious; even in low recharge years with a typical, say, 5 feet of regional
groundwater level decline, there is still over 40 feet ofwater available to the well. Second, if the aquifer
essentially dried up, then given the proximately and hydraulic connection to Pleasant Harbor, sea water
intrusion would have occurred. The well has years of use with no decline in water quality. The
occasional limitation in supply can only be from well inefficiencies.
It is our opinion that the well limitations during peak use times are related to inefficiencies in the well
screen. Well screens can become clogged with native materials in the aquifer and/or incrustation of the
screen over time. The well log indicates that the well screen has 0.050 inch-wide slots; this is a large slot
size for most sand and gravel formations in the Pacific Northwest. It is possible that sand particles have
wedged in and partially clogged the slots.
BENDER CONSULTING, LLC
C:\Uses\Scott B@der\Docmots\0535-01 Plecmt Hubor\Pleset Harbor\Mrina Tesing\Plmmr Harbor Mdna Well Test ud Analysis.docx
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Letter to Mr. Garth Mann
August 8,2013
Page 4
Since the well is generally operating reliably, you may choose not to improve the ineffrciencies at this
time. You could also choose to pump at lower rates for longer durations to reduce pump and piping
wear. You also have the option to redevelop the well to remove particles and/or incrustation from the
well screen. This carries some risk since the formation material is largely unknown, and could increase
the flow of sediments through the screen.
Water Oualitv
Water samples were collected during the pumping test. The test results are attached. The water appears
to be free of contaminants. The chloride levels are low and are within State and County drinking water
standards.
Susceptibilitv
The aquifer is overlain by about 76 feet oftill. Till is a very dense soil consisting of sand, gravel, and silt.
The silt percentage in tills is sufficiently high to make the unit an aquitard, which significantly limits the
vertical migration ofwater. As such, tills are confining units and groundwater in the underlying outwash
aquifer is confined. Due to the thickness and low permeability of the till, the susceptibility of the well
and aquifer to contamination at ground surface is low. The attached water quality test results indicate
that the supply is not contaminated.
Because the source of supply is in a confined aquifer, the well is not under the influence of surface water
(GWD.
The well is not susceptible to sea water intrusion at the past and projected water demands. The water
quality data from the test samples indicated that the chloride levels are between 3 .5 and 4.3 mg/I. This is
far belowthe State maximum contaminant level of250 mgll. This is also farbelow the Jefferson County
"at Risk" chloride level of 100 mg/I. The projected aquifer drawdown in the well is at or above sea level,
and as such, does not promote sea water intrusion. This is confirmed by many years ofwell use without
poor water quality.
BENDER CONSULTING, LLC
C:\Usere\Scott Boder\Docmmb\os35-01 Plecmt Harborweost Harborw{sina Testing\Pledet Hebor Mdina Well Test ed Analysis.docx
1026-0t
Letter to Mr. Garth Mann
August 8,2013
Page 5
Thank you for the opportunity to be of service. Please call us at (360) 631-5600 should you have any
questions or comments.
Sincerely,
Scott F. Bender L.H.G., C.G.W.P.
Mr. Dwight Holobaugh
Mr. Craig Peck
Enclosures:Figure l. Well Location Map
Figure 2. Marina Supply Well I log
Figure 3. Pumping and Recovery Test Data
Figure 4. Calculated Actual Water Level Elevation Outside of Marina Well I
Figure 5. Groundwater Level and Tidal Data Collected During Testing Program
Water Quality Data
CC
DEREENFSCOTT
BENDER CONSULTING, LLC
C:\Uses\Scon Bmder\Docmmrs\os35-01 Ple6mt Harbor\Pledet HarborN,fuina Testing\Plemr }larbor Mrina Well Tet md Analysis.docx
I 026-0 I
l-i l.'
MARINA
I]PLANDS II\YOUT @
Croio A.
Pecli &
Associotes
CJ* .rA.Gt@4otsl(Fs . rE(ta!)ts.!t[
MARINA
ARINA
AMENDED FINAL BINDING SITE PLAN FOR
PLEASANT HARBOR MARINA
A FoRnoN op @vr. tot r, soc. tr, r.rsi, n:w., w.M., repFERso{ clt NTy, vA$[NGro{
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BENDERCCONSUI.TING. LLC
AWI i.l C tat^1..a.. Sol t tio.t
Pleasant Harbor Marina and Golf Resort
Marina Supply Well Evaluation
Statesman Corporation
Site Plan
Project Number
I 026-0 I
Figure 1
m, n+-
lr?t r, ay Pre,(.l6 sr{r
D6.rlhht oI Eold,.ffiist#*ati3B#WA'l'Ell WEIL BEP()BT
tllatt o" If,aEE{erol.
OWNE&
OF WEI.L:
(3) FROFOAE! USE DffilG tr r!6utEul o mr.rDdtr (IO) IIELL LOG:
rlrrAlG o ldrdr o otlt tr
rdl 58
O lor.d tr
IffidEoo.il tr
Olt O Dtlr6 O
l.t.qEl tc.d tr
(5) DIUI[{8IO!XS! tlrrrEarr!-t*-
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(6) CONSTBITCITON DEf,A[.S3
Cedg b*.tld& -L- *. ua *.1 n. # n
ltrdtr :--D&to-eP---eEtE!-t "DE-ic-n lo-Il.
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Ed k-$.il*a!$-a.
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*rll rrt rlrlllcd mdrr-ry lustltctfo .tlit ltb Elct L&! bc.t d ny.hrlqllc ald D.Irt
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BENDER Marina Well I Log
Pleasant Harbor Marina and Golf
Marina Supply Well Evaluation
Statesman Corporation
Prqect Number
1 026-0 I
Figure 2
rr-r.:-*:-,Di DG qu.rbo'
Ohv.l pch&.!ag ilo, ar.ccr.nd:-.O.rrIDLraia.-'Lb-rt.
,(Z) PUU& uurlrnr.'#' !It!.:--ll-
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ralr Lral
9,
t-
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i(dLo
0.0
4.0
8.0
12.0
16.0
20.0
0.0
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t 2.012.0
16.0 16.0
20.0 20.0
0 I l0 100 1000
Time Since Pumping Minutes)
r 0000 I l0 100
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I 000 l 000(
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It ||\
It
ililililI lt|il ilil
ilil ,| lt
ht I
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C BENDER
CONSU..T]NG. tLC
Appl i.l G.aard a.r.. 5.1., ior.
Pleasant Harbor Marina and Golf Resort
Marina Supply Well Evaluation
Statesman Corporation
Marina Well 1 Pumping and Recovery
Test Data
Project Number
I 026-0 I
Figure 3
0 200 400 600 800 I 000 I 200 1400 I 600 I 800
Time Since Pumping (Minutes)
lltl
tl
tl
tltl
tl|l
tlttttIItltl
I+tl
6.0
4.0
2.0
0.0
-2.0
-4.0
-6.0
Static Piezometric
e
',1,
E6
6;E
o
-100 -80 -60 -40 -20
Horizontal Distance (feet)
0 20 40
+ T : 0.24 ft2/min at 7.2 gpm per well
+ T: 0.14 ft2lmin at7.2 gpm per well
+ T = 0.06 ft2lmin at7.2 gpm per well
L^.
L J
/
BENDERcCONSULTING. LLC
ippl i.t C..'trl 8.r., Sol.r ior.
Pleasant Harbor Marina and Golf Resort
Marina Supply Well Evaluation
Statesman Corporation
Calculated Actual Aquifer Water Level
Elevation outside of Marina Well I
Project Number
l 026-0 I
Figure 4
++-I +
ttt l l+
fr
EE l
+
---{-
+
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II
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711611311:00 711611317:00 711611323:00 71171135:O0 711711311:00 7l'l7l'13'17:00 7l'1711323:00 7/18/13 5:00
-€- Corrected Marina Well Drawdown
{F Relative Tide Level
i
T
J
':"':"':"'i":"'
...r...).,J+
ttttt I iiiii
BENDER
€,CONSUI.TING. lLC
AFrl i.J G.r..l s.t.. Sol r r inr t
Pleasant Harbor Marina and Golf Resort
Marina Supply Well Evaluation
Statesman Corporation
Groundwater and Tidal Data Collected
During Testing Program
Project Number
1026-01
Figure 5
6
4I l
t:
t6
.. i.. ',.t:
lr
I
I
4........
t:
t-r:'
::'.'1...i.'::...r...i. /ilr
,.
T-tii
i:ii"'i"'i"'
i...:-i:iilliii
TWrSS ANALYTICAL LABORATORTES, rNC.
26276 Twclve Trecs I^ane, Suite C Poutsbo, WA 98370 Tclohonc (360) 779-5141 FAX (360) 779-5150
SRL:
Triggc Lorol:
IOC. SHORT
IOC - SHORTby Various EPA Approved Methods
Source / Point ofEnty - Report ofAnalysis
(Statc Rlpdtiug hvsl), iDdic't.s th3 minimm rcponine lcvcl rcquird by ttc W.shiulotr DcpartMt of Hcalth (DOH).
DOH Drinking Wat6r rorponso lcrrcl. Sy*rns wilh oqqonnds dcEctod at cooccotrltims in cxccss of lhis lavcl ac rtquirld to telo additioal sqhs. Controt you
rcgiooel DOH oficc.br firtter i6rmdio.
(lvt6dnE Ooillrninrnt lrv€t), If tbc conturdoet srourt cxccc.b th. MCX,, iomdislcly contact your Fgion l DOH ofroo.
(Nol ArdyEd), in tto rc6ulb oohtno idicd.s lhis ooryond wrs na inoludodin thc crrrcnt ulysb.
(Not Ddcctao, itr 60 rcarlts oolulrD indicst B tbis ooryqlnd war analyzcd ud not dGtootcd .t a lql,ll grrata tban or oqud to drc SRL
indicaos rbc oompouod rvar not daostod in ltc re|plc 8t or fuw thc cooccoradon indicatod
Th.0.010 Eg/l MCL ftr tus€oia b ftr Gmrry A NTNC qdcos, All othcr syshs sbould clcok with thcir coonty l{Galth Disrid to drtcrminc u,hat lorcl is applicablc.
MCL:
N'':
ND:
< (0.fl)x):
Date Collectedi 7ll7l20l3
Systcm ID No: 47629H
Lab- Sample#: 01089203
Sample Location: Well I 0800
Samplc Purpose: RC
Sample Composition: S
Send Report To: Pleasant Harbor lvlarina
308913 Hwy l0l
Brinnon, WA 98320
Group:
Systcm Name:
County:
DOH Source No:
Date Reccived:
Date Analyzcd:
Date Reportcd:
Sample Type:
Collccted By:
Phone Number:
Bill To:
A
Pleasartt Hartor Marina
Jcffenon
s0r
7lt7r20t3
7ll8not3
7n9t20r3
Pre-treiltrnenURaw
Scott Bcnder
360-7964611
Plcasant Harbor Marina
308913 Hwy l0l
Brinnorq WA 98320
DOH#Analyte Results Units SRL Trigger MCL*MCL
Exceoded
Mcthod
(Analyrt Init)
-1il
2l Chloridc 1.72 melL 20 250 2s0 EPA300.0 (KW)
t33892
TWrSS ANALYTICAL LABORATORIES, INC.
26276 Twclvc Trccs lflr€, Suic C Poulsbo, WA 98370 Tclcphone (360) 779-Sl4l FAX (360) 779-5150
IOC. SHORT
IOC - SHORT by Various EPA Approved Methods
Source / Point of Entry - Report of Analysis
6u rupcrtiog Lcrd), indk*cs thc nininun rcportfug lad rcqufud by thc Wrshingbn Depatmcnt of Hcallh (DOII).
DOH Drinking Wator roepooso lorol. Sy$cmr with ompounds <lctcotod a omccntrarions in qoccs of this lcvd dilcqpirad to t kc additimal saoplos. Cot d yotr
rsgiud DOH ofico frr firfior infomatin.
(Mnimun Cominttlcvtl),Ifdro cominot uprm cxocods tho MCL, immodiatotyco'rt8ct you rcgioosl DOH oftoo.
(Nc Ana[rad), in tto rcsults oohmn indiodcs this oompond wrs not ioclndcd h thc onont analpis.
(l,lot DctooEd). in ltc rroilB oohntr idicatcs dris ooryomd *rs enrlyzcd and not detcctcd et a lcrnl glcator tha or cqul to thc SRL
indicatoc tho ooopound was oot dctco{cd in tb€ surplo Ef or abovc thc conccobatio irdicotod.
tho 0.010 mg/L I{CL fa ,rrrcaic ir ftr Grulp A NTI,IC systros. All otcr systcurs should dlec& with thcfo cormty tialdr Dicrict b dotefldnc whst lcr,tl ir Alicatrlo.
SRL:
Triggc Lrt/€l:
MQ.:
NA
ND:
<(0.0h):
a
Date Collectcdt 7ll7l20l3
SystemlDNo: 47629H
Lab - Samplc#: 01089202
Sample Location: Well I 1200
Sample Purpose: RC
Sample Composition: S
Scnd Rcport To: Pleasant Harbor Marina
308913 Hwy l0l
Brinnou WA 98320
Group:
Systcm Name:
County:
DOH Source No:
Date Reccived:
Date Analyzed:
Date Rcportcd:
Sample Type:
Collected By:
Phone Numbcr:
Bill To:
A
Pleasant Harbor Marina
Jefferson
s0l
7n7t20t3
7t18D013
7n9/2013
Pr€-treatment/Raw
Scott Bcnder
360-79G4611
Pleasant Harbor Marina
308913 Hwy l0l
Brinnon, WA 98320
DOH#Analyte Results Units SRL Trigger MCL*MCL
Erceeded
Method
(Anelyrt Init)
'll(
2l Chloride 3-53 msll 20 250 250 EPA 300.0 ffW)
133892
TWISS ANALYTICAL LABORATORIES, INC.
26276 Twclve Trccs Lanc, Suite C Poulsbo, WA 98370 Tclephone (360) 779-5141 FAX (360) 779-5150
IOC - SHORT
IOC - SHORT by Various EPA Approved Methods
Source / Point ofEnty - Report ofAnalysis
(SUO Rrpatiog Icvcl), indicaEs &e minimum rcDorting la/d rcquitd by ltc Waslh$or D.psrtEcot of IIoaIth (DO[I).
DOH Drinting Wabr rcspooso lGrrEl. SFtsos with ooarpounds dctcc{ad U oonc€otratims in cxccss of this lcvel arc raquircd to tah additiorul selple. Coobot your
rcginal DOH offcc 6r firtba infonnuio.
(lv{rxinun Co0ninot Levpl), Ifttc cotminant uord cxcoods thc MCI+ imodiately ootact },orr rrsioEl DOH ofrcc.
(Nol An lyed), i! tbc rosults colrffi iDdioatrs this compouod wrE not inoludcd io tllc cu'tlDt md].sis.
(NotElrto.tcd),inltcrcsultsoolumr iEdic.losthircoqorod*xual:zcdordrctd€toctsdstrla/clgcatathmccqualtothcSRL
indi:abethoooryoudwssnotdct cdinthcsarylcatorabowthocooccntatiorindictcd.
TIE 0.010 mg/L MCL for Arscnic is for GroW A NTNC E stomr. All o6cr syscors shqdd ceack wi6 thoir oouDty Hcshh Distriat h dctrrmirc u,ta lacl is qptcrblo.
SRL:
Trigg.r Lrttl:
MCL:
NA
ND
<(0.0k):
Date Collccted: 7ll6D0l3
System ID No: 47629H
Lab- Sample#: 01089204
Samplelocation: Well I 1730
Samplc Purpose: RC
Samplc Composition: S
Scnd Report To: Pleasant Harbor Marina
308913 Hwy l0l
Brinnon, WA 98320
Group:
System Namc:
County:
DOH SourceNo:
Date Received:
Date Analyzed:
Date Rcported:
Sunple Typc:
Collccted By:
Phone Number:
Bill To:
A
Pleasant Harbor Marina
Jefferson
s0r
7lt7t20t3
7na20t3
7n9t2013
Pre-treafrnenVRaw
Scott Bcnder
360-796-461 l
Pleasant Harbor Marina
308913 Hwy l0I
Brinnon, WA 98320
DOII#Anelyte Results Units SRL Trigger MCL*MCL
Exceedcd
Mothod
(Analyct IniL)1r
2t Chloride 4.30 msfl 20 250 250 FPA 3rn O rKW)
133892
TWISS ANALYTICAL LABORATORIES, INC.
262T6TwelveTreesLane,SuiteC Poulsbo,WA 98370 Telephone(360)779-5141 FAX(360)779-515C
IOC - IOC
IOC - IOC by Various EPA Approved Methods
Source / Point of Entry - Report of Analysis
Date Collected: 7ll7l20l3
SystemIDNo: 47629H
Lab - Sample #: 01089001
Sample Location: Well I
Sample Purpose: RC
Sample Composition: S
Send Report To: Pleasant Harbor Marina
308913 Hwy l0l
Brinnon, WA 98320
Group:
System Name:
County:
DOH Source No:
Date Received:
Date Analyzed:
Date Reported:
Sample Type:
Collected By:
Phone Number:
Bill To:
A
Pleasant Harbor Marina
Jefferson
s0r
7n7t2013
7n912013
7/31t2013
Pre-treatment/Raw
Scott Bender
360-796-4611
Pleasant Harbor Marina
308913 Hwy 101
Brinnon, WA 98320
DOH#Analyte Results Units SRL Trigger MCL*MCL
Exceeded
Method
(Analyst Init.)
EPA,/State Regulated
4 Arsenic <(0.0014)meJL o 0014 001 0.01 EPA 200.9 (KW)
5 Rarirrm <(0 l\msil.0t 2 2 EPA 200 7 (KW)
(\Cadmium <(0001)ms/[0 001 0 005 0 00s EPA 200 7 (KW)
7 Chromium <(0.007)ms/L o o07 ol 0l EPA 200.7 (KW)
ll Mercrrru </0 0002)msll .0 0002 0 002 0 002 sM 1l l7 R rKW)
t2 Selenium <(0 002)mslL 0.002 005 00s EPA 200 I (KW)
ll0 Bervllium <(0.0003 1 me/L 0.0003 0.004 0.004 EPA 200.7 (KW)
lll Nickel <(0 005)ms/l .0 005 EPA 200 7 (KWl
112 Antimonv <(0 003)mslT 0 003 0 006 0 006 EPA 200 9 (KW)
I l3 Thallium <(0.001)me/L 0.001 0.002 0.002 EPA 200.9 (KW)
I l5 Cvanide. Free ms/L 0l o).o)sM 4500-cN F (ST\
l9 Fluoride <(0 5)msll.05 2 4 EPA 300 0 (KW)
il4 Nitrite-N <(0. I )mell,0.1 0.5 I EPA 300.0 (KW)
70 Nitrate-N 0.36 mq/L 05 5 l0 EPA 300.0 (KW)
l5l Total Nitrate/Nitrite 036 ms/l.05 5 t0 EPA 300 0 (KW)
8 Iron <(0. I )mell,0.1 0.3 EPA 200.7 (KW)
l0 Manganese </0 0l \ms/l .0 0l 00s EPA 200.7 (KW)
l1 Silver <r0 t)mp/L 0t 0l EPA 200 7 (KWl
21 Chloride 4.29 mgn-20 250 EPA 300.0 (KW)
7)Sr rl fafe <(50 1 mslL 50 2s0 F,PA 1OO O (KW\
24 7.inc <r0 2)ms/1 o2 5 EPA 200 7 (KW)
t4 Sodium 5.04 mq/I .5 EPA 200.7 (KW)
l5 Hrdness Total (as CaCO3)7'7 0 s/L as CaCC l0 sM 2340 B (KW)
l6 Conductiviw t61 uS/cm 70 700 sM 2510 B (ST)
t7 Trrrhiditv 0 't5 NTII 0t sM 2l 30 B (ST)
18 Color <fi 5)CI]t5 l5 SM 2I20 B (ST)
EPA./State Unregulated
9 Lead <(0 001 )msfl 0 001 EPA 200 g (KWl
?1 Conner <(0 02)ms/l .002 EPA 200.7 (KW)
1 33890
TWISS ANALYTICAL LABORATORIES, INC.
262'76Twelve Trees Lane, Suite C Poulsbo, WA 98370 Telephone (360)779-5141 FAX (360) 779-515C
IOC - IOC
IOC - IOC by Various EPA Approved Methods
Source / Point of Entry - Report of Analysis
Date Collected: 7ll7l20l3
SystemIDNo: 47629H
Lab - Sample #: 01089001
Sample Location: Well I
Sample Purpose: RC
Sample Composition: S
Send Report To: Pleasant Harbor Marina
308913 Hwy l0l
Brinnon, WA 98320
Group:
System Name:
County:
DOH Source No:
Date Received:
Date Analyzed:
Date Reported:
Sample Type:
Collected By:
Phone Number:
Bill To:
A
Pleasant Harbor Marina
Jefferson
s0l
7lt7l20t3
7n9/2013
7t3u20t3
Pre-treatment/Raw
Scott Bender
360-796-4611
Pleasant Harbor Marina
308913 Hwy l0l
Brinnon, WA 98320
DOH#Analyte Results Units SRL Trigger MCL*MCL
Exceeded
Method
(Analyst Init.)
SRL:
Triggu Level:
(State Reporting [rvel), indicates the minim rcporting level rcquircd by the Washington Departrnent of Health (DOH).
DOH Drinking Watu rcsponse level. Systems with compomds detected at concentrations in exess of this level are rcquted to take additional mples. Contact you
regional DOH office for firtha infomuion.
(Muimm Contaminmt Level), If the contaminmt mout excoeds the MCL, imediately mntact you regional DOH office.
(Not Aralyzed), in the rcsults colm indicates this compomd wm not included in tlre crmt malysis.
(Not Detected), in the results colm indicates this compoud wu malyred md not detected at a level greater thm or equal to the SRL
indicates the mmpoud ws not detected in the serple at or above dre concmtration indicated.
The 0.010 mg/L MCL for Anenic is for Group A NTNC systems. All other system should check with their omty Health District to detemine what level is applicable.
MCL:
NA:
ND:
< (0.00x):
I 33890
trn?=FANALYTICAT
Burlington WA Bellingham WA
Cfrpotdo Otfrco Ltuobiology
Portland OR
tulmbiologylChemisby
N ACcO
1620 S Wahut St - 98233 805 Odrrd Dr St€ 4 - 98225 9'150 SW Piffi Ct Sb W- 97070
800.755.9295.360.757.1400 360.67'1.0688 501i.682.7802 oo
Page 1 ot2
LABORATORIES
Client Name: Twiss Analytical Laboratories
26276 Twelve Trees Lane Ste C
Poulsbo, WA 98370
VoLATTLE ORGANTC COMPOUNDS (VOC) REPORT
Reference Number: 13-12907
Projecl: Pleasant Harbor Marina
System Name:
System lD Number:
DOH Source Number:
Multiple Sources:
Sample Type:
Sample Purpose:
Sample Location:
County:
Sampled By:
Sampler Phone:
PLEASANT HARBOR MARINA
47629H
01
B - Before treatment
C - Compliance
Well#1
Jefferson
Scott Bender
360-796-461 1
Field lD:
Lab Number:
Date Collected:
Date Extracted:
Date Analyzed:
Report Date:
Analyst:
Released By:
133891-01
046-29291
7117113 12:00
524_130723
07t23t13
7t30t13
HY
DOH#COMPOUNDS RESULTS UNITS SRL Trigger MCL COMMENT
160
57
60
47
48
49
50
51
63
66
67
68
7',!
73
74
45
75
76
52
84
95
46
56
102
103
EPA/State Regulated
TOTAL XYLENES
T - 1,2. DICHLOROETHYLENE
CIS - 1,2 - DICHLOROETHYLENE
1,1,1 - TRICHLOROETHANE
CARBON TETRACHLORIDE
BENZENE
1,2 - DICHLOROETHANE
TRICHLOROETHYLENE
1,2 . DICHLOROPROPANE
TOLUENE
1,1,2 . TRICHLOROETHANE
TETRACHLOROETHYLENE
CHLOROBENZENE
ETHYLBENZENE
M/P. XYLENE
VINYL CHLORIDE
O - XYLENE
STYRENE
P. DICHLOROBENZENE
O. DICHLOROBENZENE
1 .2,4. - TRICHLOROBENZENE
1.1 -DICHLOROETHYLENE
METHYLENE CHLORIDE
-ETHYLENE DIBROMIDE (EDB)
1,2-DI BROMO-3-CHLOROPROPAN E
EPA/State Unregulated
ND
ND
t{D
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NO
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.01
0.02
Screening Only / PQL 0.5 ug/L
Screening Only / PQL 0.5 ug/L
NOTES:
It a compound is dqtqcied > or = tg thG Stat€ Rcporting Lcwl, SRL, lpccillrd inqralld monitodng frcqucnclrc may occur per DOH.
blank MCL wlue indicatrs a lovcl i! not cumntly ostablished.
NO (Not Oeteded): indicates thel lh. paEmeterwas nol delecled above the Slate Repoding Limit (SRL).
An ' in fronl ofthe par.metd nam. indicates it is hot NELAP acsediied bd it is aErditcd throuoh WSOOH or USEPA Region tO.
These test results meet all the requirements of NELAC, unless otherwise stated in writing, and relate only to these samples.
lf you have any questions concerning this report contact Lawrence Henderson at the above phone number.
FORM: VOC
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.02
0.04
trDGlFANATYTICAL
Reference Number: 13-12907
Lab Number: 046-29291
ReportDate: 7/30/13 10:38
Page 2 ot 2
LABORATORIES
VoLATTLE ORGANIC COMPOUNDS (VOC) REPORT
DOH#COMPOUNDS RESULTS UNITS SRL Trigger MCL COMMENT
58
59
86
62
104
64
65
69
53
70
72
87
79
78
80
81
88
89
54
82
90
91
92
83
93
94
55
97
96
98
85
31
27
28
29
30
0
1,1 - DICHLOROETHANE
2,2 - DICHLOROPROPANE
BROMOCHLOROMETHANE
1,1 - DICHLOROPROPENE
DICHLORODIFLUOROMETHANE
DIBROMOMETHANE
CIS - 1,3 - DICHLOROPROPENE
TRANS- 1,3 - DICHLOROPROPENE
CHLOROMETHANE
1,3 - DICHLOROPROPANE
1, 1,1,2 - TETRACHLOROETHANE
ISOPROPYLBENZENE
1,2,3 - TRICHLOROPROPANE
BROMOBENZENE
1,1,2,2 - TETRACHLOROETHANE
O - CHLOROTOLUENE
N - PROPYLBENZENE
1,3,5 - TRIMETHYLBENZENE
BROMOMETHANE
-P - CHLOROTOLUENE
TERT. BUryLBENZENE
1,2.4 . TRIMETHYLBENZENE
SEC - BUTYLBENZENE
M. DICHLOROBENZENE
P - ISOPROPYLTOLUENE
N - BUTYLBENZENE
CHLOROETHANE
HEXACHLOROBUTADIENE
NAPHTHALENE
1,2,3 - TRICHLOROBENZENE
TRICHLOROFLUOROMETHANE
EPA Regulated - Under Trihalomethl
TOTALTRIHALOMETHANE ]
CHLOROFORM I
BROMODTCHLOROMETHANE
ICHLORODTBROMOMETHANE
IBROMOFORM I
State Unregulated - Other
METHYL TERT-BUWL ETHER
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1{D
ND
ND
ND
ND
ND
ND
ND
ilD
ID
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ugiL
ug/L
ugiL
ug/L
ug/L
ug/L
ugiL
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
em
ug/L
ugi L
ug/L
ug/L
ug/L
ug/L
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
1.0
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
60
NOTES:
ll e compound is
MCL (Mdimlm
blank MCL value
dctacltd > or= to thr Slata R8poning Lcwl, SRL, spccmcd inqcascd monitoring frsquqncica may occur per DOH.
indisates a level l! not curently establishrd.
ND (Not Oetecied): andicates that th. parameterwas not det.cled above the State Reporting Limit (SRL).
An r in ioni oflhe parameter name indicatas it is not NELAP ecdcdiled but it is a@raditad thrNgh WSOOH or USEPA Rcgion 'lO.
These test results meet all the requirements of NELAC, unless otherwise stated in writing, and relate only lo these samples.
lf you have any questions concerning this report contact Lawrence Henderson at the above phone number.
FORM: VOC
Prog
?'
i
I
i t-
$ArEoFwAstttNGmN (
EANM|ENTOFEOOIOdY
CERTITICATE OF VATER RIGHT
I orraco rueu H$ffi##,sffir$H:&rg'ffi*,ffi;o'..!'
B Grqrno waor lfi#*m$r#3ir*E$,mtm.ffimEslFJ*a*n
Ibcaober r976
NO8ENf, E. SEII.LT
'to de
Itllrrlr o? oF at s cE walEntt
3.0
3.0 acrc-fect p€t year c@rnlq/ douertlc npply cmtLnloualy
tocanqr G DN,EBof,rtrltlonntAt
A'PRdITATE LOCATIOX O' D]VEiSIO'HIIHONTIIELr,ell t 1! IiOo f..r c88t alrt l,r,(xl f..t .outh fr6 ch. Ilctbtr8t ccoer of SGGt16 Ui.
Bell f 2: Ii05 tccG east sld 11OO fcat soutb froa th€ locthrclt coroet of Sacttm 15.
15 25 ruE
tl
Lt3
Gover@.ot La 3, Sectloo lt, f. 25 N., R. 2 W.W.lt. .rd nlildt$t6 lyrnt Eouth of Stste Elahr!,
No. 101, 1g Eec. 15 T. 25 n., B. 2It.W.!|., mCEmEB lmt th. ltdelaode ol S.coad Clare La
frort of Govrrocot Iot 3.
fcY o4o.l-2 (Rr-a-r,,t3GE Ev3ntE rrOE'CERTI'IGATE I
cotFlus been
.C "'_ .: r!
?,noutm
fta rccc.c poaB eB rGfutsca 6 lrour pcrutt 6all br oal,atatut at .ll ctlsr.
r'All EtaG u.Llr colrcnctaa rrlthh Ehe st t. rh.ll !..t ttr ddrrn gtstraa.l8 fc corEuc-
ctoa a,u! ulstroancc aa prwtnrt aiLr chapt r 18.106 8Cf, $fiatl,agto ner.r t.ll Gol.tf,uet .oE
Act of l97l) aud Cb.pt€B lr3-f6o $AG Gtl.luno 8t.oderib tc GosctrrcCtoo Eo.l u&cconce oitlacer !g.lLs).o
The rtghc m th. us ot tfu rxtoLr alondd hqcby confind ls rqolcad a tlr? bt& ot fue olw h,''f,t
dexdbd, cxcept as pmvldd tn RCkt 90.03.380. 90.03,390, otd 90.,U.020-
Thtr c.r{trc.L of s.br rflE fr lDscfo3.Uy eo{3ii 5 r6tlnol.lrrEr3 tot ao![la ol rrtrs .c DrDiln a lD Bgf
00.r{.rqt.
i
I
l
I
;
I
I
I
i
I
I
!
GbTnynder my hod and the seal ol thts olfice at
of .........-.....}p:lL..................... ..., t 9.7.4..........
Olltupir
WILBI'A G.I'IBEgK)B
Dcpsrtmcnt
IArr.AUrB,
ofEcolory
ES'J:SEI,RIIG DA?',
ctx..... /l- :... - -........ - -
il dilnstoa,, hb. -.11,!-!-.. ey
Ift
t'
FOn COUNw USE OilLV
7 - '-l\
.i
i
,,W-GK-E.rr. ASSELSTnIE, B.alE 1 llrtrrS.r
E X P AN S I ON S Planned perDOH chart 5 - 2
notes
Bistro
14 hrs
50
Unit Capacity Analysis Units gallons per patrons per gallons per consumed
with toilets | 7
+ with lounge 2
seats;@50% I 9 350
peak usage divided by 1.75 for MADD for expected "USE"
3,150 3,150
seats total 125 ERU's
USE
1,800
10
USE
6,847
39
Well # I 1440 pump flow @ 7.2 gpm:
Well # I 1440 pump flow @ l0 gpm =
Well # I 1440 pump flow @ 15 grm:
Well # I 1440 pump flow @ 18 gpm:
5.2.1 Maximum Day Demand
10,368
14,400
21,600
25,920
gal I
gal /
gal I
gal /
day
day
day
day
MADD
ERU's
Based on the information available, DOH recommends a MDD to MMAD peaking factor of:
. L.7 for water systems in Western Washington.
E
x
I
S
T
I
N
G
4 @t.s
4 @r.s
1
2
310
I
I
l8
4t
I
Harbor
Harbor House
- kitchen use
Swimming pool
- Bathhouse
Central bath
- and toilets
Store per toilet room
Laundry
hrs - washing machines
deliseats:@50%
patron per hr per seat
all moorage @67%
4
4
I
I
300
60
300
80
150
J
I
DOHchart5-2
400
28s 9
35
400
190 r,710 1.710
ERU's 70.2
50
l0
l0
l0
6
6
30
8
5250
400
75
8.5
36
174
2,700
1,481
2,700
1,481
8,647
49
WATER USAGE
gal Ave /
day comments
9,669
I 1,008
9,366
9,522
7,443
7,906
6,208
3,127
4,747
6,768
6,438
7,897
7,659
7,346
7,471
6,455
6,692
5,540
4,677
3,729
6,968
5,669
6,437 construction: rebuild pool, fill pool and
hot tub6,431
6,005
jul 2013
t7L,t78
jun 201I
jul 201 I
aug 201 I
sep 201I
oct 201 I
nov 201 I
dec 201 I
jan2012
feb 2012
mar 2012
apr 2012
may 2012
repair leak in pool area
drain and fill pool
monthly
gallons
299,75\
34L,257
280,977
295,\82
223,278
245,098
192,460
88,326
L47,151
203,037
799,578
236,899
237,423
227,729
237,602
193,657
207,463
1,66,791
744,995
7L5,592
195,855
175,742
193,119
199,347
180,148
199,21,7 MADD
anomaly
anomaly
used
used
2012
ul 2012
2012
2012
oct2012
nov2012
dec2012
an2013
feb 2013
mar 2013
apr 2013
2013
jun 2013
348,619 MMD
date time
Consultares 2013 Sep 05 - dlh
MADD Monthly Average Daily Demand
14,700 MMDD Monthly Maximum Daily Demand
25
4,000
PH - GPM Monthly Peak Hour Demand Flow
ERU's Equivalent Residential Unit per ERU
Estimated Fire Suppression
to be arranged with local Fire Chief
I
u
III
49
Fire suppression capacity requirements
750 gpm for 60 minutes
Estimated via on-going discussions with Local tr.D @
Min PSI: 20 : storage gallons @ 451000IML
Standby Storage
Days
MADD:
See note a. following storage calculations belowHowever:!!44dbv
gallons per meters records
2
8,647
AEED r
Equalizing Storage
1.7 ratio of western washington mmdd for peak hour demand
MMDD: 14,700 gallons
PHD : (MMDD/1440XC*N+F)+18
PHD: 1,519 gallons which equals 25.3 gpm
B5: (PHD - Qs)*150ES:l 2,297 lgallons
IV
Operational Storage
This means the volume of distribution storage associated with source pump normal cycling times
under normal operating conditions. IWAC 246-290-0101
8,647 gallons MADD 1,441
ON / OFF 6
Normal operation conditions
times per day
Existing Storage - steel tank
0 Existing Steel Tank Storage remote read
5 Dead storage; not part active storage gallons not included
6 Over{low space; Earthquake mitigation measures space; not part active storage
Existing Net Storage
3,522
(tt2)
183
v
VI
Notes and comments:
a.Ref DOH 2009 Design Item 9.0.4, Part 3. DOH has no SB recommendation for recreational water systems or
water systems made up entirely of the non-community uses below:
. RV parks
. Campgrounds
. Fair grounds
. Outdoor concert grounds
. Restaurants
. Non-critical commercial uses
If a loss of water-supply event occurs, these water systems could shut down without affecting public health and welfare
0 Existing Storage
1 Dedicated Fire Suppression volume
2 Standby volume
3 Equalizing volume
4 Operational volume
steel tank (3,183)
4,000
4,000
2,297
to be resolved with Fire
safety
Reservoir Storage Gross Sub-total :8,555
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Tanks
The collapsible tank for drinking water is designed to provide a flexible alternative for
storage in remote locations, residential areas, commercial spaces or industrial facilitie
bulk drinking water storage for disaster relief efforts or a small drinking water supply
emergencies, these tanks are the periect option.
Collapsible Water Tank Information
The collapsible water tank is an extremely flex
been made in several sizes and dimensions. Bt
approved fabrics, these tanks are well-equippe
water without causing harm to your interior wr
Sizing for the pillow tank starts at 25 gallons
reach 21O,OOO gallons. Each tank capacity w
standard filled size, although custom or unique
created as needed.
Give us a call @(+1) 772-646-4545 or flll out our guote request
collapsible tan k requ irements.
Small Capacity Pillow Tank Sizing
Get A Quote
Capacity
(gallons)
Capacity
(Liters)Length width
25 gallons 94 liters 36" (0.9 m)24" (0.5 m)
50 gallons 189 liters 52" (1,3 m)36" (0,9 m)
75 gallons 283 llters 54" (1.37 m)42" (1 m)
100 gallons 378 liters 66" (1,68 m)
150 gallons 567 liters 60" (1.5 m)60" (1.5 m)
htfn. //rrrrnu ttrofar-.inrada-fon[, nnmlnnllonr.i]rlo-ronlro html no_qah_ r 1
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Fer.{+1) 772 il6 O5l5
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48" (1.2 m)
Collapsible Tanks I Flexible Drhking Water Storage Tanks
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250 gallons 946 liters 84" (2.1 m)60" (1.5 m)
Collapsible Tank Flver
Give us a call @(+1) 772-646-4545 or fill out our quote request
collapsible tank requirements.
Large Capacity Pillow Tank Sizing
Page 2 of 5
275 gallons 1,040 liters 72" (1.8 m)80" (2 m)
300 gallons 1,135 liters 84" (2.1 m)55" (1.68 m)
500 gallons 1,892 liters 108" (2.7 m)84" (2.1 m)
500 gallons 2,277liters 120" (3 m)84" (2.1 m)
700 gallons 2,649 liters 774" (2.9 m)99" (2,5 m)
3,028 liters800 gallons 72" (1.8 m)120" (3 m)
900 gallons 3,405 liters 72" (1.8 m)132" (3,35 m)
1,000 gallons 3,785 liters 132" (3.35 m)108" (2.74 m)
1,500 gallons 5,678 liters 158" (4.27 m)120" (3 m)
2,000 gallons 7,570 liters t74" (4.4 m)126" (3,2 m)
2,500 gallons 9,463 liters 174" (4.4 m)120" (3 m)
3,000 gallons 11,356 liters 180" (4.57 m)162" (4.1 m)
15,141 liters 216" (5.5 m)158" (4.27 m)
5,000 gallons 18,927 liters 234" (5.94 m)L86" (4.72 m)
Get A Quote
Capacity
(gallons)
Capacity
(liters)Length width
5,500 gallons 20,820 liters 20'(6.1 m)17'(5.2 m)
6,000 gallons 22,7t2liters 21' (6.4 m)18' (5,5 m)
6,500 gallons 24,605 liters 1B'(5.5 m)
7,OOO gallons 26,498 liters 19'(5.8 m)19',(5,8 m)
7,5OO gallons 28,391 liters 20'(6.1 m)20'(6.1 m)
8,000 gallons 30,283 liters 19'(5.8 m)19'(5.8 m)
9,000 gallons 34,069 liters 20'(5.1 m)21'(6.4 m)
9,500 gallons 35,961 liters 2L' (6.4 m)21' (6.4 m)
10,000 gallons 37,854 liters 21' (6.4 m)23' (7 m)
20,000 gallons 75,708 liters 33'(10.1 m)25'(7.6 m)
30,000 gallons 113,562 liters 36'(11 m)32' (9,75 m)
40,000 gallons 151,416 liters 37' (11,3 m)40' (L2.2 m)
50,000 gallons 189,271 liters 42' (12.8 m)43' (13,1 m)
ht-.//..^.^., u'^fAr .t^'^^a taalz aaa/aall^i.ilrl6 +^-Ln L+ml /ro (ai 11
4,000 gallons
20.8'(6.34 m)