HomeMy WebLinkAboutApp E 15381_DEMAND-ANALYSIS(041916)WATER SYSTEM DEMAND NARRATIVE FOR
BLAIR, CHURCH, & FLVNN CONSULTING ENGINEER
FOR THE KALALOCH CABINS WATER SYSTEM
PROPONENT:
DELAWARE NORTH CORPORATION
CLIENT:
BLAIR, CHURCH, & FLYNN
451 CLCIViS AVE. SUITE 200
CLOVIS, CALIFORNIA 93612
PROJECT LOCATION:
APPROx.3.5 MILES SOUTH OF KALALOCH LODGE
KALALOCI'I, JEFFERSON COUNTY, WASHINGTON
PARCEL NO'S: 413-327-002, -004, -005, -006, -007
Prepared for:
JEL'iiERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
621 SHERIDAN STREET
POR'1' TOWNSEND, WASHINGTON 98368
Prepared by:
ZENOVIC & ASSOCiATES, INCORPORATED
301 EAST 6""' STREET, SUITE #1
PORT ANGELES, WASHINGTON 98362
Project No. 15381
April 19, 2016
Client: Blair, Church, & Flynn Project No: 15351
Location: Kalaloch Resort Cabins April 19, 2016
Water System ID# Not issued at Time of Submittal
DEMAND NARRATIVE
TABLE OF CONTENTS
ProjectDescription •....................... up........................................................................................I
SystemBackground.......................................................................................................................I
Source.......................................................................................................................................1
Water Quality Monitoring......................................................................................................2
Estimated Water Consumption..............................................................................................3
ProjectedWater Consumption.....................................................................................................4
ProjectedAverage Daily Demand..........................................................................................4
MaximumDaily Demand.................................................•.....................................................4
PeakHourly Demand..............................................................................................................5
WafterSystem Analysis..................................................................................................................5
Production...............................................................................................................................5
Water Right Assessment (Operation Under Exempt Status)..............................................0
Storage......................................................................................................................................7
Conclusion......................................................................................................................................9
Limitations......................................................................................................................................9
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suite #I Fax. (360) 417-0514
Port Angeles, Washington 98362
Client: Blair, Church, & Flynn Project No: 15381
Location: Kalaloch Resort Cabins April 19, 2016
Water System ID# Not Issued at Time of Submittal Page No. 1
PROJECT DESCRIPTION
A total of twenty four (24) new resort cabins, and two (2) existing cabins will be served by an
existing (297 foot deep) well located on Jefferson County parcel 413-273-002. The existing
cabins are known as the SeaCrest Coastal Cabins and have a listed address of 153573 US -101
Forks, Washington 98331, approximately 3.5 miles south of Kalaloch Lodge. The existing
cabins are currently connected to the existing well by 2"o lines of an unknown material. 'rhe
existing water lines will remain, and be connected to the proposed system explained later in this
narrative.
SYSTEM BACKGROUND
So U 4tc
The well was drilled in December of 1969 by Robinson, Roberts & Associates, Inc. based out of
Tacoma Washington. They finished depth of the well was reported as 297 feet. A letter dated
January 9, 1970 recommended a pump depth of approximately 135 feet, and the bottom 20 feet
to be backfilled with small bank -run gravel. There is no tag number listed for the well, and there
is no record of the well, in the Washington State Well Log Viewer database.
A pump test was performed on December 20, 1969; the test yielded a 25 gallons per minute
(gpm) production with 100 feet of drawdown from a static water level of 62.4 feet over a period
of eight (8) hours. A sample was taken at the time of testing, results were reported as follows:
• pH- 7.0
• Hardness: 15 Parts per million
• Chloride: 15 Parts per million
• Iron: 0.3 — 0.5 Parts per million
A full report and well log are provided in Appendix A for review:
A second pump test and water quality sampling was performed on January 12, 2016 by Intgerity
Pumps & Filtration, LLC. A stepped pump test stressed the well at 25, 35, 45, and 55 gpm with
a minimum 4 hours stable to finish the test. 'rhe well proved to be unstable beyond 35 gpm; a 33
gpm production limit was recommended for normal operation of the well. Water quality samples
(IOC, and Coli./Bacti.) were taken upon conclusion of the pump test, sampling results were
reported as followed:
• pH:
• Hardness:
• Chloride:
• Iron:
7enovic & Associates, Inc.
301 East 6"' Street, Suite # I
Part Angeles, Washington 98362
Not Sampled
3.0 Parts per million
11.0
1.16 Parts per million
Phone: (360) 417-0501
Fax: (360) 411-0514
Client; Blair, Church, & Flynn
Location_ Kalaloch Resort Cabins
Water System 1D11 Not Issued at Time of Submittal
Coliform/Bacteria: Satisfactory
Project No: 15381
April 19, 2016
Page No. 2
The pump test results, notes, and water quality sampling are provided in Appendix B for review.
For demand and storage purposes a production of 25 gpm (original pump test yield) will be
assumed. Water sampling resulted in high levels of Iron, with the Coliform/Bacteriological
samples having satislactory results. Based on the water samples taken at the conclusion of the
pump test water treatment is needed to lower the concentration of Iron to 0.3 mg/L or lower. A
treatment system design is not included with this submittal, but will be provided with the Group
A approval submittal to Department of Health (DOH): This application will be submitted at a
later date upon approval of land development permits.
The well will operate under Water [dight Exempt status (details will be provided later in this
narrative) and thus does not have a water right tied to the source. Two claims were submitted to
the Department ol'Ecology (DOE) and received May 26, 1971. The claims were submitted for
40 gpm, 60 ac-11/yr, and 25 gpm, 40 ac-ft/yr; water right claim registry numbers for the claims
are 004380, and 004381, respectively. Copies of the claims are included on Appendix C.
Table 1: Source Well Details
Source
'Water
Well ID
Static
Screened
Draw
Name
Right
ft
Water
Diameter
Depth
Interval{''
Surface Seal
Down(l)Level
Source
NIA
NIA
60 feet
$inches
297
138 — 160
Unconfirmed
94 feet
Well
feet
l 1 inch
(1) Matic water level taken from pump test performed on Jan. 12, 2016.
(2) Screened interval based on original well report dated January 9, 1970-
(3) Draw down based on 33 gpm pump test performed .Ian. 12, 2016; 4 hours of stability reported before
completing test_
(4) Draw down at anticipated source production (25 gpm) is approximately 31 feet
WATER QUALITY MONITORING
The water serving the SeaCrest Coastal Cabins (existing cabins) is currently untreated water
from the existing well. Most recent water quality samples (January 20I6) showed in satisfactory
results for Bacteria/Colil."orm, and an exceedance in MCL for Iron (I.I6 mg/L). To serve the
twenty fOur (24) new cabins and two (2) existing cabins the water system will require a treatment
facility. A treatment system design is not included with this submittal, but will be provided with
the Group A approval submittal to Department of Health (DOI1). Treatment facility
monitoring/sampling, treatment methods and concentrations, normal and emergency operations,
and maintenance documentation will be included as part of the submittal to DOH.
The Kalaloch Cabins will be classified as a Group A Transient Noncommunity Small Water
System. As outlined in WAC 2.46-290020 the following thresholds were met for the Group A
Transient Noncommunity classification:
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 Fast 6`' Street, Suite ## I Fax: (360) 417-0514
Port Angeles, Washington 98362
Client: Blair, Church, & Flynn
Location: Kalaloch Resort Cabins
Water System ID# Not Issued at Time of Submittal
More than 15 service connections
o Group A designation
• System does not regularly serve 15 or
more year-round service connections
OR 25 or more year-round residents
(180 or more days/yr)
o Noncommunity designation
25 or more different people/day during
60 or more days/yr
o Transient designation
Project No: 15381
April 19, 20161
Page No. 3
As a result the system will collect and submit samples for coliform according to Table 1 of WAC
246-290-300 and no less than outlined in 40 C.F.R. 141.21. Details are summarized below in
Table 2. In addition to the Bacteria/Colil'orm and treatment system monitoring the Kalaloch
Cabins water system will collect annual nitrate samples. A copy of the WAC code and
thresholds are provided in Appendix D.
Table 2; Sampling Requirements
Code
Reference
Description
Frequency
Number of
Samples
When NO samples with coliform presence were collected
Monthly
I
WAC: 246-
during the previous month
290-30()
When ANY samples with coliform presence were collected
durin the previous month
Monthly
5
40 C F R
Noncommunity system using only groundwater, except if'
1.41.21
under the direct influence of surface water (25-1,0 iii
Quarterly
i
connections)
ESTIMATED WATER' CONSUMPTION
There are no water consumption records available for the existing SeaCrest Coastal Cabins. Due
to the presence of a restaurant that accepts offsite walk-ins and reservations, using the Kalaloch
Lodge metered data to estimate future demands for the proposed Kalaloch Cabins would not
provide an accurate estimation for daily/overnight demand. To estimate Average Daily Demand
(ADD) Table 5-2: Guide for Average lordly No nre idential Water Demand found on Page 38 of
Water System Resign Manual (The Manual), DLIII Publication #331-123 (REV. 12/09) was
reviewed, The cabins were classified as a "Cottage, seasonal occupancy (per camper)" whish
results in an estimated 50 gallons per day per camper (gpdc) demand.
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 Fast 011 Street, Suite #I Fax: (360) 417-0514
Part Angeles, Washington 98362
Client: Blair, Church, & Flynn Project No_ 15381
Location: Kalaloch Resort Cabins April 19, 2016
Water Systern ID# Not Issued at Time of Submittal Page No. 4
PROJECTED WATER, CONSUMPTION
For planning and design purposes, projected water consumption will be presented for the
assumed 50 gpdc outlined in Table 5-2 in The Manual. A total of twenty six (26) cabins will be
serviced by the source well, twenty four (24) new and two (2) existing. There is no construction
phasing proposed for this project, all cabins will be constructed at the time of septic and water
system installation. Full build -out will occur upon opening of the resort. Average population for
the resort site was estimated to be 2.2 people per cabin based on experience with similar facilities
in close proximity to National Parks; resulting in an estimated demand of 1 10 gallons per day per
cabin. Appendix D of The Manual outlines an estimated ADD of 200 gallons per day per
equivalent residential unit or ERU (gpd/ERU). By dividing the estimated per cabin demand by
the ADD outlined in Appendix D ofT'he Manual an ERU per cabin can be estimated. The ERUs
per cabin was calculated to be 0.55 ERUs per cabin.
110- gpd
ER Us _ cabin _ ER Us
– 0.55
cabin ^ gpd cabin
2,00 ____—
ERU
PROJECTED AVERAGE DAILY DEMAND
To estimate the ADD for the Kalaloch Cabins water system the total ERUs for the system must
first be determined, By multiplying the estimated ERUs per cabin by the total number of cabins
the total ERUs for the system can be detemined:
Total ERUs = 0.55 ER U.4 (26cabins) =14.3 ERUs
cabin
The total ERUs for the system is them multiplied by the estimated ADD outlined in Appendix D
of the The Manual (200 gpd/ERU) to determine the ADD of the system:
ADD = 200 gpd x (14.3ERU,$) = 2,860 gpd
ERU
MAXIMUM DAILY DEMAND
Maximurn daily demand (MDD) is calculated by multiplying the ADD by a peaking factor of 2:
UDD = ADD x 2 = 2,860 gallons x 2 5,720 gpd
y
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suite #I Fax: (360) 417-0514
Fort Angeles, Washington 98362
Client: Blair, Church, & Flynn
Location: Kalaloch Resort Cabins
Water System I13I1 Not Issued at Time of Submittal
PEAK HQURLY DEMAND
Project No: 15381
April 1.9, 2016
Page No. 5
The projected Peak Hourly Demand (PHD) is calculated using Equation 5-1 of the The Manual
as follows:
PFID =MDD)[(CXN)+ F]+ 18
1440
PHD = Peak Hourly Demand [gallons per minute]
C — Coefficient Associated with Number of Connections [3.0]
N = Number of ERUs [ 14.3]
F = Factor Associated with Number of Connections [0]
MDD Maximum Daily Demand (400 gpd/ERU]
PIID<. d�:�dtsr�-1 = 29,92 gpm
30 gpm
See Table 3 for summary of water demands.
Table 3: Design Demand Summary
projected Demand
Consuin , Bion
Total Dem=d
Average Daily Demand
200 = d/ERU
2,860 gpd
Maximum Daily Demand
400 d/ERU
5,720 a2d
Beak Hourly Demand
30 gpm
-
WATER SYSTEM ANALYSIS
PRODUCTION
During the January 2016 pump test stability under maximum stress was achieved at
approximately 33 gpm. For demand 4nd storage design purposes the well capacity will operate
under an assumed yield of 25 gpm to limit potential excessive turbidity issues at high flow rates.
Table 4: Well Capacity Details
Well Name: Water Right I Diameter Total Depth Capacity asci Static I evel"' Drawdowr
Source Well _ N/A 8 inches 297 25 gpm 60 is ct 31 lcct
(1) Static level of water at rest at time of pump test performed January 2016
(2) Drawdown at beginning of pump test for 25 gpm
The well is located in Section 27, Township 24 North, Range 13 West, W.M. Jefferson County
parcel number 413-273-002.
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6°' Street, Suite P I Fax: (360) 417-0514
Port Angeles, Washington 98362
Client: Blair, Church, & Flynn Project No: 15381
Location: Kalaloch resort Cabins April 19, 2016
Water System 1D# Not Issued at Time of Submittal Page No. 6
WATER RIGHT ASSESSMENT (OPERATION UNDER EXEMPT STATUS)
The 1Calaloch Cabins water system will be submitting for system approval under water right
exempt status as outlined in RCW 90.44.050 below:
"After ,lune 6, 1945, no withdrawal of public groundwaters of the state shall be begun, nor shall
any well or other works for such withdrawal be constructed, unless an application to appropriate
such waters has been made to the department and a permit has been granted by it as herein
provided: EXCEPT, HOWEVER, That any withdrawal of public groundwaters for stock -
watering purposes, or for the watering of a lawn or of a noncommercial garden not exceeding
one-half acre in area, or for single or group domestic uses in an amount not exceeding five
thousand gallons a day..."
While the estimated maximum daily demand for the system was calculated to be 5,720 gpd the
system will operate under a volume limitation of 4,500 gpd maximum (90% allowable daily
volume). To compensate for the additional system demand under MILD condition (1,220
gallons) not met by the daily pumping volLime, additional storage will be provided. The
proposed storage will not be Less than 15,000 gallons total.
It is anticipated that the resort will experience an arinual average occupancy of 70% (18.2 cabins
occupied). Occupancy for the weekends and leading into holidays was modeled at 73% to
provide an occupancy model rounded to the nearest whole number (73% Z, 19 cabins). Minimum
resort occupancy was held at 50% with no less than 73% for Fridays, Saturdays, and Sundays
(non -holiday weekends), with peak demand periods as noted below
The largest demand on the system would occur over holidays/extended weekends or over the
summer. Four demand models were created:
• Time span from October 31" to December 1 1 `F'
c Veteran's Day and the Thanksgiving holiday 2 weeks apart
• The Veteran's Day weekend (Friday, Saturday, Sunday) modeled at 100%
occupancy, 73% occupancy the Thursday before and Monday after the
holiday
■ Sunday before Thanksgiving week holiday (Nov. 201') through the
following Saturday (Nov, 26"') modeled at 100% occupancy, 73%
occupancy for the 19(11 and the 27"
■ Model provided an average occupancy of 71 %; in line for the estimated
annual occupancy of 70%
• Time span from June 27"' through August 12"1
o Middle/peak of summer and the 4`" of July weekend
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suite #I Fax: (360) 417-6514
Port Angeles, Washington 98362
Client: Blair, Church, & Flynn
Location: Kalaloch Resort Cabins
Water System ID# Not Issued at Time of Submittal
Project No: 15381
April 19, 2016
Page. No. 7
Friday through Monday of 4`h of July weekend modeled at 100%
occupancy, 73% occupancy for the Thursday prior and Tuesday atter
holiday, 50% Wednesday and Thursday
100% occupancy for all weekends, 73 % occupancy for Friday and
Monday
Model provided an average occupancy of 72%; in line for the estimated
annual occupancy of 70%
right (8) days of 100% occupancy (time spars to almost empty reservoir) with 50%
occupancy to total recovery
• Eight (8) days of 100% occupancy (time span to almost empty reservoir) with 73%
occupancy to total recovery
A summary of the results are provided below in Table 5, a. copy of the water balance spread
sheet is provided in Appendix E.
Table 5: Water Balance Surnma>ry (Veteran's day weekend/Thanksgiving)
HolidayLias at 100% Occu acic
STORAGE
Dead Storage (DS) will be provided to prevent sediment from entering the system; a minimum
six (6) inches will be appropriated for dead storage, Volume to be determined based on reservoir
diameter.
Operating Storage (OS) will be based on a well pump timer scheduled to pump at a certain time
of day (times of least demand) to only allow 4,500 gallons of water pumped per day. A system
automatic shutoff will be provided that prevents overflow/waste in tithes of low demand.
Since the Kalaloch Cabins water system will be limited to pumping a maximum daily volume of
4,500 gallons, storage calculations are presented to make sure that in case of emergency (source
failure) there is enough water to notify currant tenants, allow time for maintenance, and
rescheduling of reservation dates (i, f needed).
Equalizing Storage (ES) allows the system to operate during peak demand conditions (PI -ID). ES
can be calculated utilizing Equation 9-1 of the Manual:
Lenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suite # 1 Fax: (360) 417-0514
Port Angeles, Washington 98362
—bays to Full Recove
Lowest Volume
Veteran'; Day
4
79
3
1 1,3140 �pla
6,460 gal.
Thanksgiving
4" of July
4 _
9
10,120 =al.
Summer Weekend
2
8
3
6
11,609 gal.
50% Recovery
5,240 pal.
73% Recovery
8
31
5,240 =al_
STORAGE
Dead Storage (DS) will be provided to prevent sediment from entering the system; a minimum
six (6) inches will be appropriated for dead storage, Volume to be determined based on reservoir
diameter.
Operating Storage (OS) will be based on a well pump timer scheduled to pump at a certain time
of day (times of least demand) to only allow 4,500 gallons of water pumped per day. A system
automatic shutoff will be provided that prevents overflow/waste in tithes of low demand.
Since the Kalaloch Cabins water system will be limited to pumping a maximum daily volume of
4,500 gallons, storage calculations are presented to make sure that in case of emergency (source
failure) there is enough water to notify currant tenants, allow time for maintenance, and
rescheduling of reservation dates (i, f needed).
Equalizing Storage (ES) allows the system to operate during peak demand conditions (PI -ID). ES
can be calculated utilizing Equation 9-1 of the Manual:
Lenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suite # 1 Fax: (360) 417-0514
Port Angeles, Washington 98362
Client: Flair, Church, & F'lynn
Location: Kalaloch Resort Cabins
Water System 1134 Not Issued at Time of Submittal
ES = (PHD — Qj x 150 min.
ES = Equalizing Storage I gallons]
PMD = Peak Hourly Demand [30 gpm]
Qs = Sum of active supply sources [25 gpm]
ES � 750 gallons
Project No: 1538 l
April 19, 2016
Page No. 8
Standby Storage (SB) provides water in case of source failure or in times of unusually high
demand. Calculating SB can be done one of two ways, depending on the source or the system.
The Kalaloch Cabins water system utilizes one source; therefore SB will be calculated with
Equation 9-2 from The Manual:
SBI,,'.v = (2day.$)(ADD)(N)•
SB p,s = Total standby storage for a single source [gallons]
ADD = Average Daily Demand [200]
N — Number ofERUs [14.3]
SBTS i = 5,720 gallons
As a minimum, SB should be no less than 200 gallons/ERU or 2,860 gallons of storage.
Fire Suppression Storage (FSS) is not required, the Jefferson County Coordinated Water System
Plan classifies the proposed construction as "Dural". Per W.A.C. 246-293-060 rural
classification does not require fire flow. Ilowever, per a "PLAN REVIEW MEMORANDUM"
dated October 23, 2015 it is recommended. that a minimum storage of 1,800 ;gallons of water
be stored on site in case of a fire.
Table 5: Available Storage Summary (Veteran's Day weekend/Thanksgiving)
(l) Available storage after Thanksgiving week holiday.
(2) Operating Storage based on a pump ti►ner, volume to change based on demand; 4,500 gallons maximum,
Assume source failure occurred prior to allowing pump to run.
(3) Available storage less recommended minimum SB storage, 4 7aI. 2,bQa1, = 1.850
Based on Table 5 above, a 15,000 gallon storage tank will be adequate to service the Kalaloch
Cabins and provide the recommended minimum storage requirements.
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 Fast 6"' Street, Suite # I Fax: (360) 417-0514
Port Angeles, Washington 98362
Clint: Blair, Church, & Flynn Project No: 153131
Location: Kalaloch Resort Cabins April 19, 2016
Water System lD# Not Nsued at Time of Submittal Page: No, 9
CONCLUSION
Based on the design source capacity and storage design minimums outlined in The Manual the
source well optimal capacity of 25 gpm and a 15,000 gallon storage taiik can adequately supply
the proposed water system under MDD, and in cases of emergency.
LIMITATIONS"
They Iindinf s in this report are based on the results of field investigations (by othe=rs), discussions
with the client noted on the cover page, and associated sub consultants retained by this office and
the noted client. The data and plan presented should be considered representative ol'the time of
the observations and discussions. Changes in the condition of the property can occur over time
by both natural processes and human activities. Additionally, changes in government codes,
regulations, or laws may occur.
This report has been prepared for the exclusive use of the client noted on the cover page, and
their agents for specific application to the subject site. Use or reliance upon this report by a third
party is at their own risk. Zenovic & Associates, Incorporated does not make any representation
or warranty, express or implied, to such ether parties as to the accuracy or completeness of this
report or the suitability of its use by such other parties for any purpose whatever, known or
unknown, to Zenovic & Associates, Incorporated.
For questions or further assistance contact feel free to contact Zenovic & Associates, Inc. by
phone at (360) 417-0501, by fax at (360) 417-0514, or by email at zenovic@olympus.net
Respectfully submitted,
Zenovic & Associates, Inc.
Stephen Zenovic, P.E.
Zenovic & Associates, Inc. Phone: (360) 417-0501
301 East 6"' Street, Suitc # 1 Fax: (360) 4170514
Port Angeles, Washington 98362
APPENDtx A.
ORIGINAL (1970) WELL REPORT
i
January 9, 1970
Memo to:
Mr. Floyd Dickinson
Kalalock ,
Washington +
Subject:
ROMIN9C71V, ROBERTS & Assmcimrc9, Irilm,
0MOUNO WA.TEIP C3£f3L0Q15ST3$
12MI1 MOUTH t3aTH ,w.TA@F!T
TACOMA, WABr11NMYON B1340B
TIML. QP 4-66,qh
A.RPILIATeD 0IRpIGC%
PO$WLANO, ORGOON
VANCOUVER, D.C.
r�
DO
;1� P�ry
t 27. T. 24 N. �
W
f q 1
I L��'
sono: f f f
I�
The well drilled to a depth o 297 feet on the above-described property north
of the Queets River failed tae bunter any single layer of water -bearing sand
or gravel more than a foot or two thick. The accompanying graphic log
indicates the several zones penetrated which contained some water. Periodic
bailing tests under the direction of our geologist, Hans Norbisrath, were made
to obtain some indication of the amount of water available in each zone. After
studying the results of the bailing tests, the %caa:ing was perforated between
138 - 160 feet.
A pumping test was made on the well on December 20, 1969 for a period of
almost eight hours. The water level drew down to a depth of 104 feet from a
t�water level of 62.4 feet by the end of the test at the pumping rate of
25 g ri. Plotting the drawdown on semi -logarithmic scale against time indicates
25 gpm is not an excessive rate for this well for normal operation.
Even though the water did not clear up daring the eight-hour test, we are con-
fident that the water will clear- under continued pumping. It would cost exces-
sively to keep the test pump on the well long enough for the water to be com-
pletely clear. A sample collected at about 2,00 p, m. was twice as turbid as
a sample collected at 4:15 p.m. at the end of the test.
The chemical quality was determined as accurately as possible with the turbid
sample. The water had the following characteristics;
PH-------------------- 7.0
Hardaess-------------- 15 Farts per million
Chloride --------------- 15 II11 I1
Iron -------------------- 0.3 - 0.5 Darts per million
Memo to:
Mr. Floyd Dickinson
Page 2
Yanuary 9, 1970
The water appears to be excellent quality except for the turbidity which
should disappear. The iron is slightly in excess of the recommended amount
of Q. 3 harts per million, but this is probably daze to the turbidity.
A permanent pump should be placed at a depth of about 135 feat in the well to
Permit the full drawdown to be used. The bottom 20 feet of the vvell should
be backfilled with small bank -run gravel.
A ground, --water permit should be obtained for the well before it Is put in use,
ROBINSON, ROBERTS & ASSOCIATES, INC.
Ground Water Geologists
py
�� + .To�xn W, Robinson
JWR/sr
WELL ON LOT_ 7,_ Sec. 27, T. 24 N. , R. 13 W.
North of Queets River
Drilled December 1969
3 Fill
LL Dark brown sand, silt, some gravel
41"'
SWT
12/20/69 -62
103
122
3 �` r
12 j�. �' 4
138}
'.i
162
M
Tight brown sand & gravel with clay, ce
Red -brown clay with some gravel, grave
Olive gray clay
Brown clay
Sand & gravel layer, water-bearing'f
Yellow brown silty clay, some gravel
2' Send & gravel with clay, water-bearir
Yc:llow brown silty clay with Borne grave.
Ye]jipw brown clay with some sand & gral
water -bearing
Brown gray clay with sand and gravel
208 Silty sand & gravel, water -bearing sand & gravel layers
215 `
Brown gray sandy clay with gravel
229 - 231 -bearing
e
Sand & gravel with clay, water
Brown dray clay with sand & gravel
i
2 6 9
13lue sand clay with gravel T `
28 �
Purple clay with gravel,
297
FLOYD DICKINSON PROPERTY
Kalalock, Washington
ROBINSON, ROBERTS & ASSOC. STORY DRILLING CO.
Ground Water Geologists 4222 - 47th East
Tacoma, Washington 98408 Tacoma, Washington
Scale 1" 40'
APPENDIX B
2016 PUMP TEST, NOTES, & WATER QUALITY RESULTS
INTEGRITY PUMPS & FILTRATION LLC.
1/21/2016
Delaware North/ Seacxest Cabins Pump Test Notes
Note 1: 1" minute of test was used for verification of 25 GPM flow rate
Note 2: Noticed water running grey in color with fine silty sand present
Note 3: at 10;06am valve was opened up to a flow rate of 35 GPM first couple minutes were used to get
the volume to 35 GPM
Note 4: Water still running grey in color with silty sand present
Note 5: Valve opened up to maintain 45 GPM first couple minutes used to stabilize the flow at 45 GPM
Note 6_ Water still running grey in color with silty sand present gets worse at beginning of each step and
starts to get better by the time we up it to the next step.
Note 7: Opened valve to maintain 55 GPM first couple minutes used to stabilize flaw at 55 GPM
Note 8: Water got extremely grey and silty sand turned to small gravel (see pictures of ,gravel pulled
from meter after test was complete)
Note 9: A -from 165-180' very hard to get accurate sounder readings believe this to be from possible
cascading water from passible well perforations
Note 9: B- Pump over pumped well at 181' closed down valve to try and stabilize
Note 10: Dept changing flows slightly to try and get well to stabilize (38-43 GPM)
Note 11: Throttled back to 33 GPM could not get well to stabilize at 38 GPM
Note 12: Well is stable water is no longer grey in color and virtually all silt and sand detectable by the
naked eye are gone_ Samples taken in last 5 minutes of running
110 Business Park Loop, Sequim WA, 98382
integritypurnos outlook.com (35(0583-5328
Pumping Test Data Colip-�,,fio a Sheet
Water S Stem ID:
Qwnek: � el
Well Tag No-:
.DOH 'source ID:
Water System Name,
Well Name: .5",•
Type of Test:
Conducted B : ? , L� r :, fj,e4
Date: � 1
Static Wates- f.,evel 2s measured from rcfcecnce dint : r
Observation Wells? 1410 n
COUn _ P r, ••
Well Elevation (MSL):
Distatace of obsc;rvatiott well r from Pei,n ed well t
Time (t) since
pumping
began
Time (min)
Deptb to
Water Drawdovwn
iJeve) fts (t Or"
Pumping
late (Q)
M) Comments
� t
f
..
r�
.yy N 1
4
`gt4 A
97'
j JV
8 7 � f
LID ry.
got/
—.
!a.d
f
Water 5ywtcac Design Manual Decorrlber 2009 Page 251
Pumping Test Data Collection Street
Water S stern M. Owner: w'," Well Ta'g No.:
DOH Source 1D: Water 5 stein Name: Well Narita: r p
Type of'Test:Cunductud : ,,� , Date:
Static wator eve (ads IDChSU4r:d from Y@ Ci@YSC@ OIIIt): Cour n , y,
..
Observation Wells'? Well Elevation (NISI_.):
Distance ot-observation will (r) from purn ed well (ft):
Time (t) since
pumping
began
Time (min)
Depth to
'Water
Levelft
Drawdown
(ft) Vr2
Pumping
Rata (Q)
(U m)
Comments
ryr
J,3> ro -7
r))//pry • r .� �
� 3� f
dj <
h
lo.
_
0;
Watcr 9ystvm Design Manual Duc ember 2009 Page 251
Pumping Test Data Collection Sheet
Water System ID:
OWTler:
r r1 >r'
Well Tag No.:
T
DOH Source ID:
Water System Name:
Well Name: ;
e to tr
Type of Test: L P
Conducted B c , r
Date:
1.
Static Water Level (w3 Enc=red from reference oint)_ '
Couil
Observation Wells? )s
Well Elevation
MSL}:
Distance of observation will r from pum eel well (tt):
Time (t) since
pumping
began
Time (min)
Depth to
Water
Level #k)
Drawdown
ft) t/r2_
Pumping
Rate (Q)
nn
Comments
7
r +54
44 �
P/ 1 �I
A.
Te Yr
`'l `. ,-1
1 }
-71
I}-✓
71
i
Vf
/
C
�r
Water System pcsign Manual December 2009 Vage 251
Pumping Test Data Collection Sheet
Water System 117:
Owner-. "- _ : ti _
Well Ta No.:
DOH Source ID:
Water System Name:
Well Name.
C�.I r, rz. < �
Type of Test: 'r'
Conducted B a ° r.1
Date: -
!
Static "Water Level (as ineasureEl l" om reference oiut);
Observation Wells?
1,.s
Well EI(wation.(MSL):
Distatice of observation w 11 r from pum
ed well
Time (t) since
pumping
began
Time (min)
Depth to
Nater
Level it)
Drawdown
{ft) tlr'
Pumping
Rate ('Q)
m
Comments
r _
X93
,:ri
..
.._..
i
Icy
,-.
37
SS
r
Water System Design Manual December 2009 Page 251
%.A l` fAn
Pumping Test Oate Collection Sheet
Water S stern ID: Owner: I� f � Y�r}:r- v. s � Weti Tar No --
D014 SOUMe ID: Waater S stem Namc: Well Name: '
Type of Test: dP Conducted By. 2'rs z�< n r .. {' Date: i 13-)
Static Water Level (as measured from refercrrcecsin) : { Coun�rc ,
Observation Wells? 1 � � +.: Well Elevation
Distance o l' obsetvati[)n well (r) fruity utrt ed well (ft):
Time
Time (t) since
pumping
began
(rni,a)
Oepth to
Water
Level (ft)
Drawdown
ft
Pumping
fate ((r)
t/r' errs)
Comments
5
!1
.... ''
>.•l,
!fes .j .! r
Water System Design Mar+ual December 2009 Page 251
�7 b
Recovery Data Collection Sheet
Water Systeni TD:
(?wrier: pC I dt w?V,__
�V�IIA
Well Tag No,:
DOH Source 11):
Water System Name:
Well Name:
Type of "Test:
Conducted F3 ;r' �
, �
Date:
Static Water Level {as measumd from rdeTenve
is nu)-' ' Lb'
County:
Observation Wells?
A1,7 �, ,
Well Elevations MSL):
Distance of observation well r froth uiiz ed weld (tt
Time (t)
since
pumping
hewn
Time min
Time (t')
since
pumping
,upped
min tit'
Depth to
Water
Level ft
Residual
Drawdown
01)
Comments
A.
'!9
17
� f F1
�!, a
vi'
75 q
Page 252 December 2009 Water Systern Design Manual
-262 -76 T vcsly Trr.cs l.arse, &Iito C=, Poulsbo, Wr1 9 t74
(.360) 779,1141
COLIFORM B ACTERlA MALYSIS
Gate Sarllpla C+r14nCted
Time 5amp#r, Co41es:�e�
Catsnril
Mon1h Day Year
Type of Water System (011erk Only ori0 box)
Q aroup A O group 9 pittor --
urorip A and (Group 8 5ystams Provi€te from Water Eaollitses Inventory t'iUFI):
s`letem Namr3:1101
COntact Pur'so T'
bay Phone: 1.16J) Cell ISytone: l )
Eve, Phr lW
Frit#tti Ar�drsSS:
Sand rnsul S and inv�yylcas to rint
rd3 and JR Coda or email Only)
5atnplu collected ily (name):
specific lgratton Where 9aMIMe Oo41t.Oted:
Spacial in5kt5lGtI0n5 or bmRldrrta:
CJ improper Container L3 Miglt Chlorine>t5 tn91L}
J
Boal Collfufm—
TyLP•� g IPpl8 (must eRack 001V age aox of 41 Ihruutlu #'} Ils(erl nalbw)
I. LI Rolttine i]istribatlon 'Sampiu
2. liepeat SSmPIe (atter unsi M*tM r"Urrel
Chlorinated: Yrt;:..._._ No_.o,_
Distribution Syytem
Chloride RTotal _-_Frne
on of 1,000 orSo ul-ca Groundwateriless) rtGwf' AM
tesidual:
3. Iia* Water $ourtle Stemple
ipopu!
Unsatisfactory routine lab nitrrtller;
Uz "Ou - GWO (NP)
_
[�' '=eC7.l —Suttees, +1VI, r�> fmttsniemlien) ddfr5atlStaCtory routine rolleet data;
riitarad� .Yrs_
Cl Assessment Monitoring (AlP)
Na
Ch{onrratCtl: Yes _� — ,--
oathsr Temp —._ —
CI)Ioc'Ine ResIdttal: Total_— F016 ..�
t
I
-,..�-«P
mpie CBltstCted ger Information lanly
Investigative— Cnnstrurtion ! €iatadtrs pri m Reeirsalzce� _ ether
LAB USE ONLY UR,.IN K1NGr WADER RESULTS LAB USE ONLY
'lnaivst ilamarka:
ilttsatlstaelgry Total Calorm Prevent And
A 5atista�EarY
0 E. Coll present Lf E cuff 00rlt
Sample flajdcted (no anatyils vollarmed):
C3 S3rnple too old t},1tl Imurs) l-3 LOW Volume
-
CJ improper Container L3 Miglt Chlorine>t5 tn91L}
Cactertal 4t3nStty Rasrtlth: Total COSfiform �� t40Rrrll, E.,afl�.—�:,_ litl0mt.
Boal Collfufm—
pateand n%ntdM';8aa_dd
Nletngd Crile;
MICK, 2720
_
#late Reported, j'lr�t
JJ��
f)eb3 �Anaiyaod: � ' / �J ` � k�
Lab Idea Only:
wernl3l� kitinber f' +Ili numborr'pl}us�tiud t14]ilai
ti1'afSniKi3r..;1:l fnwl5ed iyrr Sj• ..^.....x4,., nrwit watustloo0er r}r;1d - t tltd rarx¢unal
SPECTRA LaboxatoOes - Kitsap LLC
26276 Twelve Tmees Lime, Suite C Poulsbo. WA 98370 Telephone (3601 779-5 14 1 FAX {360) 779-5150
IOC - 1CC
IOC -1()C byVa6ous EPA. Approved Methods
Sown / Point of Entry - Report of Analysis
Date ColieetW:
1/1312015
System lid No:
Private
Lab - Simple #:
01074102
Sample Location:
Well lfeatl
Sample Purpose:
0
Sample Compositiont
S
Send Xcport Tn:
Integrity Pump & piltrntion
,
P,O, Box 1214
j
Csslsbor8, WA 98324
/gaup: Private
System Name: Scact 153573 Hwy 101
county,
Jefferson
DOH Source No;
Bill To: Ilrtegrity Pump & Filtration
(late Rmei^ved:
1/13/2015
Date Analyzed:
111812016
Date Reported:
1/21/2016
Sample type'
CollYx-tvd By:
Jeff famcs
PhoneNum1m- 350-683-6328
155741
Bill To: Ilrtegrity Pump & Filtration
P,CI. Boar 1214
j Carl sborg, WA 48324
,
j
11.ethad
klifilyte
RLuRult:s
UaltR j Sl{1. Prlgger Tt'I,p 1li.l.
j
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ren,
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155741
L—
iMC-1-1 NICL
SRL: (Slate ltepordW Lcvel). Wicates the inirlinulm repaning Ina[ required by 00 WashfiwWaDepartaxwofHaq(th (DORY
-l'tJOW Level: DDH EkinkirzWnftTmqxm"levet sy-aeftla with compounds detwWat cumdubmti*ns in excess of this level am roquircd to a6 additkwml siurq*sL Contact Your
regional DUR ofkc for fAther infl)ntation.
MCL. (iv &xLnwu Conturninant fxvrl), Tf the contiunin*11t AntoLult dxweda the MCt, imawdiiuely contact your regional DOH office.
NA: (Not Aaalyzed), in the maijdt3 (;oltmm Wirntea this coinpound was not ingtWad in the current Zmayda.
ND; (NOI Dc=trd). in dor rftult% WIUM indicates dkia con3pouad was analyzed and not detorted at a level viater &n orcqued to the SRL
< (0 -ON! Indleaks the emVound was not detected in the mWic j%j at above the concentrslion irKOWWd,
0 'T1w0.010rnjr/LMCL for Ar2oni0i8fbF Grump A NINCsysterns, All o1hr.r-,yMnnm; should check with their comely Kcalth District to duterrnine what level is applicable,
[.55741
SPECTRA LaborRtodes - Klitsap LLC
26276 Twelve Tom Lane, Suito C Poulsbo, WA 9 374 Taldohanc(360)779-514( FAX(3601779-5150
K)c — 10C
10C - 10C by Various EPA Approved Methods
Source Point of Entry - Roport of Analysis
Date Cullcued-
1/13/2016 P: PrivRte
System IE) No:
Private System Nanw. Sewrest 153573 Hwy 101
Lab - Sample #:
01074102 idD=0a
Sample Location:
Well Head DOH Source No.
saltnPle Purpow
0 Oate Received: 1113/2016
Sample Composition.
S Date Analyzed: 1/18/2016
Send Repmt're!
Integrity Pump & Filtration Date Reported- 1121/2016
P -Q. Box 1214 Sample Type:
Carlsborg, WA 98324 Collected By: Je James
Phone Number., 360-693-6328
13111 To: Integrity Pump & filtration
P.O. Box 1214
Carlaborg, WA 98324
L—
iMC-1-1 NICL
SRL: (Slate ltepordW Lcvel). Wicates the inirlinulm repaning Ina[ required by 00 WashfiwWaDepartaxwofHaq(th (DORY
-l'tJOW Level: DDH EkinkirzWnftTmqxm"levet sy-aeftla with compounds detwWat cumdubmti*ns in excess of this level am roquircd to a6 additkwml siurq*sL Contact Your
regional DUR ofkc for fAther infl)ntation.
MCL. (iv &xLnwu Conturninant fxvrl), Tf the contiunin*11t AntoLult dxweda the MCt, imawdiiuely contact your regional DOH office.
NA: (Not Aaalyzed), in the maijdt3 (;oltmm Wirntea this coinpound was not ingtWad in the current Zmayda.
ND; (NOI Dc=trd). in dor rftult% WIUM indicates dkia con3pouad was analyzed and not detorted at a level viater &n orcqued to the SRL
< (0 -ON! Indleaks the emVound was not detected in the mWic j%j at above the concentrslion irKOWWd,
0 'T1w0.010rnjr/LMCL for Ar2oni0i8fbF Grump A NINCsysterns, All o1hr.r-,yMnnm; should check with their comely Kcalth District to duterrnine what level is applicable,
[.55741
APPENDIX
WATER CLAIMS
STATE OF; WASHINGTON
DEPA RTMEN T OF ECOLOGY
WAT€R RIGHT CLAIMS REGISTRATION
WATER RIGHT CLAiM
t NAME ,
ADDRESS r
?, SOURCE FROM W141CH THE RIGHT TO TAKE AND MAKE US$ OF WATER IS
A IF GROUND WATER. TH€ SOURCE
B. 1F SURFACE WATER, THE SOURCE
W,R^I
3, THE OUANTMES OF WATER AND TIMES OF LtSE CLAIMED!
A. QUANTITY OF WATER CLAIMED- g
4
(! CCU89C FEET PER #FCCNQ ORENTGA'LD 5P ER h
B. ANNUAL QUANTITY CLAIW[> r
PR€SENTLY U58D—
,ACRr FEET PER YCAR!
C. IF FOR IRRIGATION AC°is" CLAIMED
PRESENTLY IRRtGA
D. TIME(S) DURING EACH Y€AR WHEN WATER IS Lisrr3 -,._rJ/ n— — _ J —r-
RUXIM l
nr?i,F i MT OF =15T +
0017
w asr��ertr���Ka�;t—,
` &. DAT€ OF FI
RST PUTTING WATER TO USE: MONTH
S. LOCATION OFT YEAR -LL
5,
HE POINT(5t OF DIV€RSI0rrriViTHDkAWAL._ FE6"_.�
—ANID��
FFt'� CR[}M TMS.
C
g€tNG WITHIN OKNPR OF: SECYION� _
OF 5ETtQN T. — N., P.
IF THIS 15 WITHIN THE 4IMITS OF A RECORDED PLATT$o PROPERTY. — '-- (E.o�u ; W.M
LOT
t�
f �rrG lQ.Ira.. r /,-?/. A r / /BLOCK s, OF
6. LEGAL DE$CRrPTION OF LAND$ ON WHjCM THE WATER 15 USED
5
i
COUNTY
7, PLIRPOSEI,g; FOR WHICH WAT€Rr;S USED:_—
s _
B THE LEGAL DOCTRINE($) UPON WWCri T44E RrC,HT OF CLA-M IS SAM--
AO NOT USE THIS SPACE
TOF HEAMY CLAP Ai MTA'EME*1T Oe r:'1A,M :'?Fi •i(it COWT-T i,4 A•s ,c •.J�1}CA4iQN
O ?HE RIGxr :, USF O� wr,'.=,kS A: di'+4F t ti .:n b .ALF
CLAIMANT ANDtr<E StATF CR Ay SETwE 'N'.Nf
AIYb AIQTNEREOR Otmtk$ TNrL ACKNC VAE4GEkfN, CONST UrES kC._E;F. eqk
TAKE r5LING
GATE RETURK-D TmiS HAS 6LEN A,,CNED
WATER 6,55- CLAIM RMST'RY W,
pmy2s7l004380
15 ,,b_,f AN.
' 0—, 4 tJ&r 0( 1 v
r v1AM FDL; .%A'I. Yd 4,pry N -A, .fI +•Ni R• typi
\AMI AF.j aSA ... .�' Aobkl=w i1F ;GI SI ht1
,l9iklr oS nY,IRTM[N:OP
111 n Si Asxa Jh �.-Ns , �in`.a
AM
STATE GF WASHINGTON
0EPARTMENT OF ECOLOGY
-` WATER RIGHT CLAIMS REGISTRATION
WATER RIGHT CLAIM
1, NAMej r' 1,G d L
ADDR€$S / jt
--4i.$ ➢!. ,r_ - - ZIP
CODE di
2• SOURCE FROM WHICH THE RIGHT TO TAKE AND MAKE USE OF WATER 1$ CI.a
A 16 GROUND WATER, THE SOURCE I$ WR.I
B. IF SURFACE WATER. THE SOURCE fS
MAY OR; 710057?8.
3, THE CIUANTITIFS OF WATER AND TIMES OF
USE CLAIMED:
A. OUAIYTITY OF WATER CLAIMED
UBIG FEET PER B. ANNUAL CUANTITY CLAIMED rS}RE$GTLSS
DYMIN
e
PRESENTLY USED
C, IF FOR IRRIGATION, ACRES CLAIMED_ (ACRE TgET PER YCARr '
d. TIME(S) ❑UJNNG EACH YEAR WHEN WATER IS U$ED: PRESENTLY IRRIC,ATEd —�
A. DATE OF FIRST PUTTING ` ��/�
WATER rO USE: MONTH
�. LOCATION OF THE POINT ��-YEAR
�$) Cs D'VERSION; WITHDRAWAL.
FROM THF E_
FEED s FE _�AND4
Z-Z
BEING WITHIN w CIORNER OF SECTION -7- -7
SECTION
IF THIS IS WITHINTHE LIMITS OF A RECORDED PLAIT • T. N.,R_�
{E,aasw,I sr,J,tiy.
ED PROPERTY. LOt
BLOCK_� t3F
IOIVE NAME OT PEAT CJR ADOI$paNi
b. LEGAL DESCRIPTrON OF LAND$ ON WHICH THE WAT S"' rD�-
` COUNTY
7. 1'URPOSE(S) FOR WHICH WATER IS & L9•.
r
6. THE LEGAL DOCTRINE(S) UPON WHICH THE RfC,HT OF CLAIM IS
DCS NOT U70FWATrR$
SPAICE
TME Flt INO OF A STA'Eh1FNT 41 C4AIMOr rpr,yT+FUrK AN ADJU p,C�rr kl rsnr sw„ '7T
AT
OF ANY CLAIM To IHE RIC TqAiiI IPA .�r�nArr�}N IS TP[J� AFff1
CLAfMAHTAN 7 USE AS NE`wei, `r[ CIN ret:I A
p H4 STAIE Da AS EIST4VE:'' ONE' OR M C wnr R U C y { Fio aL[r¢e
AND ANOtHgR OR OTHERS tX15 ACRNUW TRE WATER LrSC •.SA '.lA,NT§ A '
THE FIL'N�A FEE, lEbfrEMENT CaNStITUfES RECEIPT FDR
DATE RE71JRNEU THIS HA# REEN A55I0i(Eb TF �~
MAY
+1+'} I (WA,�TiER''jRIG-MT CLAIM Rto,57kY NT}• . LAI- FRED tr nt:r..N"[, ➢FP, .
MA C4 i f 0 04 y} '8 ! 11,11-11
: NAMF ANp MA, (5 ADDRESS 6F FAGFAlf BELOW
$R Trr�i
DIAf[TF3�Hr 06
A TfF OF �� �'•.�es.'-
L15T {(.{ IMP AN4 THlS
WATER R,ElIT CLwIM
1 i'1 Ary., 4raA. rhf-ixMAr�rh rl�A'i p(. 'yt w..
I—.I 4 (j➢ Wl i f �, . IlC" 'i4 , Al"Aif Ax, r I x 7rJAL1',ti•
1 wti l -hN i •• j � �w.ti�r
... �. � .J. Y � .. .'A.. h. a •+ .a
t 6ux 624 q:
APPENDIX D
WAC 246-290-300
WAC 246-290-020
Applicability.
(1) Public water system shall mean any system providing water for human consumption through
pipes or ether constructed conveyances, excluding a system serving only one single-family
residence and a system with four or fewer connections all of which serve residences on the same
farm. This term includes:
(a) Collection, treatment, storage, and/or distribution facilities under control of the purveyor and
used primarily in connection with the system; and
(b) Collection or pretreatment storage facilities not under control of the purveyor, but primarily
used in connection with the system.
(2) The rules of this chapter shall apply to all Group A public water systems except those
systems meeting all of the following conditions:
(a) Consists only of distribution and/or storage facilities and does not have any source or
treatment facilities;
(b) Obtains all water from, but is not owned by, a public water system where the rules of this
chapter apply;
(c) Does not sell water directly to any person; and
(d) Is not a passenger -conveying carrier in interstate commerce.
(3) Group A public water systems meeting all of the provisions under subsection (2) of this
section may be required by the department to comply with such provisions of this chapter as are
necessary to resolve a public health concern if the department determines a public health threat
exists or is suspected.
(4) A Croup A system shall be defined as a public water system providing service such that it
meets the definition of a public water system provided in the 19961 amendments to the federal Safe
Drinking Water Act (Public Law 104-182, Section 101, subsection b).
(5) Group A water systems are further defined as community and noncommunity water
systems.
(a) Community water system means any Group A water system providing service to fifteen or
more service connections used by year-round residents for one hundred eighty or more days within
a calendar year, regardless of the number of people, or regularly serving at least twenty-five year-
round (i.e., more than one hundred eighty days per year) residents.
Examples of a community water system might include a municipality, subdivision, mobile home
park, apartment complex, college with dormitories, nursing home, or prison.
(b) Noncommunity water system means a Group A water system that is not a community
water system. Noncommunity water systems are further defined as:
(i) Nontransient (NTNC) water system that provides service opportunity to twenty-five or more
of the same nonresidential people for one hundred eighty or more days within a calendar year.
Examples of a NTNC water system might include a school, day care center, or a business,
factory, motel, or restaurant with twenty-five or more employees on-site.
(ii) Transient (TNC) water system that serves:
(A) Twenty-five or more different people each day for sixty or more days within a calendar year;
(P) Twenty-five or more of the same people each day for sixty or more days, but less than one
hundred eighty days within a calendar year; or
(C) One thousand or more people for two or more consecutive days within a calendar year.
Examples of a TNC water system might include a restaurant, tavern, motel, campground, state
or county park, an RV park, vacation cottages, highway rest area, fairground, public concert facility,
special event facility, or church.
(c) A Group g water system is a public water system that does not meet the definition of a
Group A water system. (See Table 1 and chapter 246.291 WAC for further explanation of a Group
B water system.)
(6) A Group A system meeting more than one of the categories described in this section shall
be classified by the department in the following order:
(a) Community water system;
(b) NTNG water system; or
(c) TNC water system.
Table 1
Public Water Systems
• All systems except these serving only one
single family residence or foul' or fewer
service connections on the same farm.
Group A I I Group B
System that regularly serves: System that serves:
• 15 or more service connections 0 Less than 15 service connections
or and
+ 25 or more people/day for 60 or 0 Less than 25 people Iday
more days/yr. I or
* 25 or more people/day during fewer than 60
Community Noncommimity
• System that regularly Any system that is not a
serves 15 or more year- community system.
round service:
connections, or 25 or
more year-round residents
(for ISO or more days/lyr).
Nontransient (NTN(.) I I Transient
System that serves 25 or • System that serves:
more of the same • 25 or rrnore different people/day during.
people/day for 180 or 60 or more daysfyr.
more daystyr. or
* 25 or more of the some people/day for
less than 180 days yr and during 60 err
mere dayslyr.
OT
iO00 or more people for two, or more,
consecutive days.
[Statutory Authority: RCW 70.119A,180 and 43.20.050. WSR 08-03-061, § 246-290-020, filed
1/14/08, effective 2114/08. Statutory Authority: RCW 43.02.050 [43.20.050]. WSR 99-07-021,
246-290-020, filed 319199, effective 4/9/99. Statutory Authority. RCW 43.20.050. WSR 94-14-001,
246290-020, filed 6/22194, effective 7/23/94; WSR 93-08-011 (Order 352B), § 246-290-020, filed
3125193, effective 4/25/93; WR 91-02-051 (Order 124B), recodified as § 246-290-020, filed
12/27/90, effective 1131/91. Statutory Authority: P.L. 99-339. WSR 89-21-020 (Order 336), § 248-
54-006, filed 10110/89, effective 11110/89.]
,A►PPENDIx E
WATER SYSTEM BALANCE SPREAD SHEETS
WATER BALANCE SPREAD SHEET ASSUMPTIONS
NUMBER OF CABINS 26
AVERAGE PERSON PER CABIN 2.2
TOTAL POPULATION 57.2
SYSTEM PEAK DEMAND [gpdc] 50
PER CABIN DEMAND [gal/cabin] 110
ADD [gpd/ERU] 200
ERUs/CABIN 0.55
TOTAL ERUs 14.3
RESORT ADD [gpd] 2„860
RESORT MDD [gpd] 5,720
AVERAGE ANNUAL OCCUPANCY 70%
PUMP CAPACITY [gpm] 25
VOLUME PUMPED [gal] 4,500
PUMP RUN TIME [rain] 180
OCTOBER MON
NOVEMBER TUE
WED
THUR
FRI
SAT
SUN
MON
TUE
WED
THUR
F'QI
SAT
SUN
MON
I u I-
WED
THUR
FRI
SA.I.
SUN
MON
TUE
WED
THUR
FRI
SAT
SUN
MON
TUE
WED
DECEMBER THUR
FRI
SAT
SUN
MON
TUE
WED
THUR
FRI
SAT
SUN
VETERAN'S DAYITHANKSGIVING HOLIDAY 2016
WATER SYSTEM BALANCE.
DAY CAPACITY NUMBER OF CABINS ERUs
ADD
MDD
31 -
-
-
1
50%
13
7.15
1430
2850
2
50%
13
7.15
1430
2860.
3
50%
13
7.15
1430
2860
4
73%
73%
19
19
10.45
10.45
2091
2091
4181
4181
6
73%
19
10.45
2091
4181
7
50°l°
13
7.15
1430
2860
8
50%
13
7.15
1430
2860
9
50%
13
7.15
1430
2860
10
73°/o
19
10.45
2091
4181
11
100%
26
14.30
2860
5720
12
100%
26
14.30
2860
5720
13
100%
2_0
14.30
286011
5 720
_
14
73°!° --J
- - 19
10.45
20911
4181
15
50%13
7.15
1430
2860
-- 16
50%--___
13
7.15
1430
2860
17
50%
13
7.15
1430
28BO
18
73%
19
10.45
2011
4181
19
73%
19
10.45
2091
4181
20
100%
26
14.30
2860
5720
21
10010
26
14.30
2860
5720
22
100%
26
14.30
2860
5720
23
100%
26
14.30
2860
5720
24
100°l0
- 26
14.30
2860
5720
25
100%
26
14.30
2860
5720
26
100%
- 26
14.30
2860
5720
27
73%
19
10.45
2091
4181
28
73%
19
10.45
2091
4181
29
50%6
13
7.15
1430
--2860
30
50%
13
7.15
1430
2860
1
50%
13
7.15
14301
2860
2
73%
19
10.45
2091
4181
3
73%
-19
10.45
2091
4181
4
73%
19
10.45
2091
4181
5
50%
13
7.15
1430
2860
6
50°l°
13
7.15
1430
7
50°1°
13
7.15
14301
_2860
2860
8
50%
13
7.15
1430
2.800
9
73%
19
10.45
2091
4181
101
73%1
19
10.45
2091
4181
ill
73%
191
10.45
2091
4181
AVERAGE OCCUPANCY, 71%
VETERAN'S DAYFFHANKSGIVING HOLIDAY 2016
WATER SYSTEM BALANCE
STARTING VOLUME VOLUME AT PUMP ON
VOLUME PUMPED
VOLUME AT PUMP OFF
15000
0
12140
2,860
15:000
12,140
2,860
15,000
12,140
2,860
15,000
10,819
4,181
15,000
10,819
4,181
15,000
10,819
4,181
15,000
12,140
2,860
15,000
12.140
2,860
15,000
12,140
2,860
15,000
10,819
4,181
15,000
9,280
4,500
13,780
8.060
4,500
12,560
6,840
4,500
11,340
7,189
4,500
-11.659
8.799
4,500
13,29�J
10,439
4,500
14,939
.1T6-79
2,921
15,0100
10,819
4,181
15,000
10,819
4,181
15,000
9,280
4,500
13,780
8.060
4,500
'12,560
6,840
4,500
11,340
5,620
4,500
10,120
4,400
4,500
8,900
3 180
4,500
7,680
-1,_960
4,500
6,46_0
2,279
4,500
6,779
2,597
4,500
7,097
4,237
4, 500
8,737
5,877
4.500
10,377
7,517
4,500
12.017
7,836
4.500
12,3:6
A_ £3,155
4,500
12,655
8,473
- - -- - _4,500
12,973
10,113
4,500
14,613
11,753
3:247
15,000
12,140
2,860
15,000
12,140
2,860
15,000
10,819
4,181
15,000
10,819
4,181
15,000
10,819
4,181
15,000
JUNE
,A) l Y
AUGUST
MON
TUE
WED
THUR
FRI
SAT
SUN
MON
TUE
WED
THUR
FRI
SAT
SUN
MON
TUE
WED
TI SUR
FRI
SAT
SUN
MON
TUE
WED
THUR
Fill
SAT
SUN
MON
1`UC:
WED
I'HU4
FRI
SAT
SUN
MON
TUE
WED
THUR
I'RI
SAT
SUN
MON
TUE
WEIR
THUR
FRI
SUMMERMTH OF JULY WEEKEND
WATER SYSTEM BALANCE
DAY
CAPACITY NUMBER OF CABINS ERUs
ACT
MDD
27-
7-28
28
50%
13
7.15
1430
2860
29
50%
13
7,15
1430
2860
30
73°lea
18.98
10.44
2088
4176
1
100%
26
-26
14,30
2860
5720
2
100%
14.30
2860
5720
3
100%
26
14,30
2860
5720
4
100%
26
14.30
2860
5720
5
73%
18,08
10.44
2088
4176
6
5Y7.
13
715
14301
2860
7
50%4
13
715
1434
2860
8
73%4
18,98
10.41
2088
4176
9
100%
26
14.30
21360
5720
- 10
100%
26
14,30
2860
5720
11
73%
19
'10.45
2091
418'1
12
50`%a
13
715
1430
2860
13
500/c,
13
7.15
1430
2860
14
50%0
13
715
1430
21160
1 b
73ufn
19
10.45
2091
4181
16
10Q`!o
26
14.30
2860
5720
17
'100%,
26
14.30
28601
5720
18
73%
18.98
10.44
20881
4176
19
50%
13
7.15
1430
2860
20
50%v
13
7.15
1430
2860
21
50%
13
7.15
1430
2860
22
73%
18.98
10.44
2088
4116
23
100%
26
14.30
2860
5720
24
100%
26
74.30
2860
5720
25
73%
19
10.44
2088
4176
26
50%
13
7.15
1430
28BO
27
50%
13
7.15
1430
2860
28
50%
13
7.15
1430
2860
29
73%
19
10.45
2091
4181
30
100%
26
14.30
2860
5720
31
100❑/0
26
14.30
2850
5720
1
73%
18.98
10,44
2088
4176
2
50%
13
7.15
1430
2860
3
50%
13
715
1430
2860
4
500%
13
7.15
1430
2860
5
73%
1 E)
10.44
2091
41€31
6
100%
26
14.30
2860
5720
7
100%
26
14,30
2860
5720
8
73%
19
10.44
2088 -
4176
9
50'!0
13
7.15
1430
2860
101
50%
13
7.15
'1430
2860
ill
50%
13
7.15
1430
2860
121
73%
19
10.441
2088
4176
AVERAGE OCCUPANCY = 72%
SUMMER14TH OF JULY WEEKEND
WATER SYSTEM BALANCE
STARTING VOLUME VOLUME AT PUMP ON
V01_f.1M17 PUMPED
VOLUME AT PUMP OFF
15000
0
12140
2,860
15,000
12,140
2,860
15.000
10,824
4,176
15,000
9,280
4,500
13.780
8,060
4,500
12.560
6,840
4,500
11,340
5.620
4,500
10,120
5,946
4,500
10,444
7,584
4,500
12,084
9,224
4,500
13,724
9,549
4,500
14,049
8,329
7,109
4,500
4,500
12,825
11,609
7,427
4,500
11,927
9,067
4,500
13,567
10,707
4,293
15,000
12,140
2,860
15,000
10,819
4,1_81
16,000
- 9,280.
4,500
13780
8,060
4,500
12,560
8,384
4,500
12,884
10,024
4,500
14,524
11,664
3,336
16,000
12,140
2,860
15,000
10.824
4,176
15,000
9,280
4,500
13.780
8,060
4,500
12,560
8,384
4,500
_
12,884
10,024
4,500
14,524
11,664
3,336
15,000
12,140
4860
1
10,819
4,181
15,000
5,280
4,500
13,,780
8,060
4,500
12,560
8,384
4,500
12,884
10,024
4,500
14,524
--�� 11,664
3,336
15,000
12,140
2,860
15,000
10,819
4,181
15,000
9,280
4,500
13,780
-- 8,060
4;500
12,560
8,384
10,024
4,500
4,500
12,884
14,524
11,664
3,336
15,000
12,140
2,860
15,000
10,824
4,176
15,000
100% OCCUPANCY AND TOTAL RECOVERY WI 50%fl OCCUPANCY
WATER SYSTEM BALANCE
DAY CAPACITY NUMBER OF CABINS ERUs
ADD
MEDd
0
-
-
1
100%
26
14,30
2860
5720
2
100%
26
14,30
2860
5720
3
100%
26
14.30
2860
5720
4
100%4
26
14,30
28601
5720
5
100%
26
14.30
2860
5720
6
100%
26
14,30
2860
5720
7
100%
26
14.30
2860
5720
8
100%
26
14,30
2860
5720
9
50%
13
7.15
1430
2860
10
50%
13
7,15,
1430
2860
111
50%
13
7.15
1430
2860
12
50%
13
7,16
1430
2860
13
50%n
13
7.15
1430
2860''
14
50%
13
7.15
1430
2860
15
0%n
0
10.00
01
0
16
0%
0
0,00
0
0
17
0%d
0
0.00
0
0
18
0%
0
0,00
0
0
19
0%
0
0.00
0
0
20
0%
0
0,00
0
0
21
0°!0
0
0.001
01
0
22
0%
0
0,001
ol
0
AVERAGE OCCUPANCY = 73%
100% OCCUPANCY AND TOTAL. RECOVERY W/ 50`x% OCCUPANCY
WATER SYSTEM BALANCE
STARTING VOLUME VOLUME AT PUMP ON
VOLUME PUMPED
VOLUME AT PUMP OFF
15000
0
9280
4,500
13,780
8,060
4,500
12,560
6.840
4,500
11,340
5,620
4,500
10,120
4,400
4,500
8,900
3,180
4,500
7,680
1,960
4,500
6,4610
740
4.500
5,240
2,380
4,500
6,880
4,020
4.500
8,520
5,660
4,500
10,160
7,300
4,500
11,800
8,940
4,500
13,440
10.560
4,420
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
15,000
-
15,000
100% OCCUPANCY AND TOTAL RECOVERY W/ 73% OCCUPANCY
WATER SYSTEM BALANCE
DAY CAPACITY NUMBER OF CABINS ERUs
ADD
MDD _
0-
1
1
100°10
26
14.30
2860
5720
2
100%
26
14.30
2860
5720
3
100%
26
14.30
2860
5720
4
100%
26
14.30
28601
5720
5
100%
26
14.30
2860
5720
6
100%
26
14.30
2860
5720
7
100%
26
14.30
2860
5720
8
100%
26
14.30
2860
5720
9
73%
19
10.44
2088
4176
10
73%
19
10.44
20581
4176
11
73%
19
10.44
20881
4176
12
73%
19
10.44
20881
4176
13
73%
19
10.44
20881
4176
14
73%
19
10.44
20881
4176
15
73%
19
10.44
2088
4176
16
73%
19
1OA4
20881
4176
17
73%
19
10.44
2088
4176
18
73%
19
10,44
2088
4176
19
73%
19
10.44
2088
4176
20
73%
19
10,44
2088
4176
21
73%
19
10.44
2088
4176
22
73%
19
10.44
20881
4176
23
73%
19
10.44
20881
4176
24
73'10
19
10.44
2088
4176
25
73%
19
10,44
2088
4176
26
73%
19
10.44
2088
4176
27
73%
19
10.44
2088
4176
28
73%
19
10.44
2088
4176
291
73%
19
10.44
2088
4176
30
73%
19
10,44
2088
4176
31
73%
19
10.44
2088
4176
32
73%
19
10.44
2088
4176'.
33
73%
19
10.44
2088
4176
34
73%
19
10.44
2088
4176
35
73%
19
10.44
2088
4176
36
73%
19
10,44
2088
4176
37
73%
19
10.44
2088
4176
38
73%
19
10,44
nu
4176
39
73%
19
10.44
2088
4176
40
0%
0
0,00
ol
0
_ 41
0%
0
0.00
0
0
42
0%
0
0.00
0
0
43
0%
0
0.00
0
0
44
0%
0
0.00
0
0
45
0%
0
0.00
0
0
45
0%
0
6.001
0
0
AVERAGE OCCUPANCY = 79%
100% OCCUPANCY AND TOTAL RECOVERY W/ 73% OCCUPANCY
WATER SYSTEM BALANCE
STARTING VOLUME VOLUME AT PUMP ON
VOLUME PUMPED
VOLUME AT PUMP OFF
15000
0
9280
4.500
13,780
8,060
4,500
12,560
6,840
4,500
11.340
5,620
4,500
10,120
4,400
4,500
8,900
3,180
4,500
7,680
1,960
4,500
6.460
740
4,500
5,240
1,064
4,500
5,564
1,389
4,500
5,889
1,718
4,500
6,213
2,038
4,500
6,538
2,362
4,500
6,862
2,686
4,500
7,186
3,011
4,500
7,511
3,335
4,500
7,835
3,660
4,500
8,160
3,984
4,500
8,484
4,308
4,500
8,808
4,633
4,500
9,133
4,957
4,500
9,457
5,282
4,500
9,782
5.606
4,500
10,106
5,930
4,500
10,430
6,255
4,500
10,755
6,579
4,500
11,079
6,904
4,500
11,404
7,228
4,500
11,728
7,662
4,500
12,052
7,877
4,500
12,377
8,201
4,500
12,701
8,526
4,500
13,026
8,850
4,500
13,350
9,174
4,500
13,674
9,499
4,500
13,999
9,823
4,500
14323
10,148
4,500
14,648
10,472
10,796
4,500
4,204
14,972
15,000
15,000
-
15,000
15,000
-
15,000
16,000
15,000
15,000
-
15,000
15,000
-
15,000
15,000
15,000
-
16,000
15,000