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Conservation of Water
Resources
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Summit
Water’s Proposed Water Use Efficiency Measures and Goals
Water Use efficiency
Rule
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In 2003, the Washington State
Legislature passed the Municipal Water Law (MWL). This law established
that all municipal water suppliers must use water more efficiently in
exchange for water right certainty and flexibility to help them meet
future demand. The State Health Department has been directed to adopt an
enforceable Water Use Efficiency (WUE) program intended to achieve a high
level of stewardship among all municipal water suppliers.
Conservation
Program Background
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In 1993, Summit Water &
Supply Co. (SWC) conducted a study to analyze the water demand
characteristics with an eye toward determining opportunities for
conservation. A conservation program was drafted and implemented using the
information obtained from this study. In 1999, Summit Water revisited and
updated its conservation program, which resulted in addressing and
implementing additional conservation measures. Although Summit Water’s
conservation program addresses both supply (source) and demand (customer)
elements, from the standpoint of a conservation program, we believe that
the demand side is ultimately the key to realizing significant savings.
Through continued cooperation between Summit Water and its
customers/members we will ensure an adequate supply of water now and well
into the future.
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Historic
Conservation Measures (1993)
Summit Water originally
implemented the following measures into its 1993 conservation program
and continues to do so in its current program:
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Contracted with independent leak
detection company to perform water leakage audits, and repair/fix
leaks as detected;
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Purchased electronic leak detection
equipment for use by Summit Water personnel in performing mainline
and service line leak detection;
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Initiated a comprehensive water meter
change-out and service program, which replaced old meters with
either new or newly calibrated meters. The meter change-out program
was initially based on full replacement of meters within a 15 year
cycle;
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Make available toilet tank leak
detection tablets to customers at Summit Water’s main office.
Tablets are inserted into the toilet holding tank and if dyed water
appears in the lower bowl this indicates a leaking flapper valve.
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Installed meters on all water transfer
connections to or from Summit Water’s system, with the most
significant portion of this program being the installation of water
lubrication meters on all vertical line-shaft turbine pumps; and
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Continued customer conservation
information/education through use of an annual news letter.
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Current/Ongoing
Conservation Measures
Along with those previously listed, are
additional measures that have been implemented into Summit Water’s
conservation program since 1999:
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Provide customers/members information
concerning water efficient fixtures and appliances, and encourage
their use through education. Following is data provided by the AWWA,
which indicates that installing water conserving fixtures can reduce
indoor residential water use by as much as 30% verse
no-conservation.
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Savings |
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| End
Use |
Gal/Capita/Day
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Percent
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Gal/Capita/Day
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| Toilets |
9.3
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52
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10.0
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| Clothes
Washers |
11.8
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30
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5.0
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| Showers |
11.1
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16
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2.1
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| Faucets |
11.1
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2
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0.3
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| Leaks |
4.7
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50
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4.7
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| Other
Domestic |
1.6
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0
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0
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| Bath |
1.3
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0
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0
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| Dish
Washers |
1.0
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0
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0
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| Total |
51.9
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30
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22.1
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Support county initiatives to revise and/or
develop building/plumbing code ordinances for water efficient
construction;
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Support the development and implementation
of State conservation guidelines and local landscaping ordinances
which promote water efficient use; Require a separate, interruptible meter for
all playfields, parks, community, medium and large use irrigators;
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Design and implement a “Supervisory
Control and Data Acquisition” (SCADA) system, which can be used to
program the operation of water sources and other facilities for maximum use
efficiency;
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Require an engineered “Landscape Plan”
for all playfields, parks, community, medium and large use
irrigators.
These plans determine the overall square footage of an area to be
irrigated. This information is then used to establish irrigation “block rate intervals” based on the square footage of irrigated area.
The first block allows for up to 1” of water per week based on the square footage calculation. The second block is for usage greater than
1” but not exceeding 1-1/4” based on the square footage calculation. While the third block is for usage greater than 1-1/4”
based on the square footage calculation;
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Notify customer of potential leaks based on
abnormally high meter readings. The criteria for establishing an
abnormally high meter reading is based on an increase of at least twice the average consumption
for the same billing period in the prior two years. Upon the billing system identifying an account meeting the criteria, billing
department personnel notifies the customer of our findings. The customer is advised on where to find information regarding leak
detection services and is allowed a 50% credit (on leaks occurring between the meter and the house) towards the water usage portion of the
bill, above their normal consumption for the same billing period if the leak is repaired in a timely manner;
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Water meter connections which provide
potable water are calculated and sized in part using the fixture count
table in the “Uniform Plumbing Code”. Excluded from the fixtures count calculations are water
connections which provide for the external use of water (i.e. irrigation, hose bibs, swimming pools);
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Provide customers with historic water
consumption on their monthly and bi-monthly bill. The data provided is
shown by use of bar graph chart for the previous twelve (12) billings and provides water
consumption in units by billing period;
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Develop and implement an inverted block rate
structure. This rate structure was designed to reward water conservation
with lower bills for lower usage. The current water rate structure is an inverted
block rate (three tiered), which means as a customer’s usage increases, their rates increase accordingly within the three block rates.
Prior to the inverted block rate structure, many customers
were carrying the burden of costs associated with service to customers
demanding higher water usage. The inverted block rate system places these costs more evenly on the basis of level of water units used;
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Partnered with other members of the Water
Cooperative of Pierce County in the group purchase of FCS Leak Detection
Devices. These devices will be used and shared by those Coop members participating
in the purchase of the leak detectors on a rotating schedule;
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Continued education/information sharing with
customers through use of Summit Water’s annual letter, web site, water
bill information center and through our participation as a member of the
Pierce County Regional Water Association.
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Current
Conservation Goals & Results
The current
conservation program was based on achieving the goals within a
5-year period. The goals set were as follows, reduce annual domestic demand per customer by 10 percent, reduce peak day
demand per customer by 15 percent and achieve 10 percent or less of unaccounted for water.
A. Reduce annual
domestic demand per customer by 10% - From 1994 to 1998
Summit Water’s annual domestic demand per customer averaged 274 gallons per day
(gpd). Since setting the new
conservation goals in 1999, Summit Water has achieved an average annual domestic demand per customer of 243
gpd. This is a
reduction of the annual domestic demand of approximately 11.3%, which exceeded the goal of 10 percent.
B. Reduce peak
day demand per customer by 15% - From 1994 to 1998 Summit
Water’s peak day demand per customer averaged 703 gallons per day
(gpd). Since setting the new
conservation goals in 1999, Summit Water’s average peak day
demand per customer is 625 gpd. This is a reduction of the peak day demand
of approximately 11.1 percent. We continue to work towards achieving this goal.
C. Achieve 10%
or less of unaccounted for water - From 1994 to 1998 Summit
Water had an unaccounted for water loss of 524,869,348 gallons or an average unaccounted for loss of 16.8
percent. Since setting this goal in 1999, Summit Water has had an unaccounted for water loss of 844,206,898 gallons or an average
unaccounted for loss of 13.9 percent. Although we did not meet our goal of reducing unaccounted for water to 10% or less, we have
on average over the last four years been able to reduce our unaccounted for water to 10.9%. We continue to work towards meeting
the goal of 10% or less of unaccounted for water.
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Company
Background
Summit Water & Supply Co. is a
mutual-like corporation organized under Chapter 24 RCW.
The
company was originally established in 1923 and incorporated 1936. Summit Water provides domestic,
commercial and light industrial service to approximately
6700 customers in north central Pierce County.
The service area lies
between the corporate boundaries of Tacoma and Puyallup and
south of the Puyallup River to 128th St. E. Summit Water serves in the
low alluvial plain of the river, along the valley escarpment, and
on the upland plateau.
Most of Summit’s Water service area is
designated “Rural Separator”, but there are several small
areas of higher density and non-residential land use.
The company’s service area
is fixed under the Pierce County Coordinated Water System
Plan and Summit currently has no plans to expand its service area.
Summit Water has entered into inter-local service area agreements
as required by the Pierce County Coordinated Water System Plan.
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Though nearly surrounded
by urban areas, Summit Water’s service area is mostly designated
as “Rural Separator” and excluded from Pierce County’s urban growth area. Much of the area is nearly
rural in character with large lots and some agricultural uses.
Higher density residential development is concentrated along the
east side of Summit Water’s service area. Some multi-family
residential is included in Summit Water’s mix (about 29%) and this has been the fastest
growing class of customers. Non-residential development is
found
in small centers, such as Summit Center near 112th St. & Canyon
Rd. E., and along major arterial roads. The company also serves some trust lands of the Puyallup Nation,
some of which are developed with residential and institutional uses.
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Summit Water operates a
gravity supply system with approximately 3,850 gallons per minute
(gpm) of source capacity and two 1500 gpm booster pumps capable of supplying water when the gravity
supply system is unable to meet the demand. Total storage volume is approximately 3 million gallons. There are five pressure
zones required to maintain suitable pressures on the system. The principal pressure zone is at a hydraulic grade elevation of
595’. Additional pressure zones are located at 522’, 390’,
205’ and 125’. The lower pressure zones rely in part on supply provided
through pressure reducing valves.
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The water supply is
entirely groundwater, from a total of nine wells at seven sites. All
water sources are treated with chlorine for disinfection of the distribution system. Other water treatment
includes the injection of caustic soda for pH adjustment to
address corrosion control (copper levels).
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Summit Water has water
rights for a total of 3,800 gallons per minute, and 2,130 acre-feet
or 694,015,770 gallons per year. Additional sources of water include emergency inter-ties with
Fruitland Mutual (1), Tacoma City Water (3) and one inter-tie with Parkland Light & Water, which is used for wheeling
wholesale water to the company from the Lakewood Water
District. The current Summit/Lakewood wholesale agreement allows for the
purchase of up to 2-million gallons per day. Summit Water and Lakewood Water have entered into preliminary discussion for the
purchasing of an additional 1-million gallons per day.
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In 1997, the Washington
State Department of Ecology issued superseding certificates for all
of Summit Water’s water rights that extended the place of use to include the areas served by other
members of the Pierce County Water Cooperative. The purpose of this requested amendment to Summit’s water rights
was to facilitate transfer of water between these systems to bring water that is available to areas where it is needed and
could be put to beneficial use.
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System
Demand Characteristics
An evaluation of Summit Water’s
annual water production and customer census (table 1) from 1994
through 2007 revealed that the average daily demand varied year to year from 230 to 300
gallons per day (gpd) for all users, with the overall average
being about 260 gpd. Also noted from this evaluation was that Summit
Water’s peak day demand varied year to year from 540 gpd to 780 gpd, with an overall average of 660 gpd.
The most recent peak day was measured by Summit Water’s
production instruments on July 11, 2007. On this day, 4,202,
000 gallons of water were pumped from all available sources. Net
change in tank volume for the day was measured at
approximately 64,000 gallons. A total of 4,260,000 gallons was consumed by 6667
customer units. This resulted in an average of 640 gallons being produced for each customer unit on the peak day.
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Proposed
Growth
The total number of legal
recorded lots within Summit Water’s service area is estimated to
be approximately 5,500. This estimate is made from map records obtained from the Pierce County
Assessor’s office and information in Summit’s member files.
Summit’s records show that there are currently 6667 users served by the
water company. Commitments for service include 88 pending water availability certificates. These certificates are approved
for an estimated 577 additional users. The high number of
estimated users verses pending water certificates reflects the increasing
multi-family and condominium development within the Summit area.
Restrictions on further subdivision of land will determine whether
and to what extent new lots are created. Most of Summit
Water’s service area falls within the “Mid-County Community Plan” and
is designated “Rural Separator”, which carries a 2.5 acre
minimum restriction. Considering the restricted land uses and density, and
the high proportion of lots of record already served, the
company’s water system may be considered to be approaching the limits of
growth.
In order to estimate the future number of users, assumptions must
be made for the number of users that arise from development of the remaining lots, and possible additions of users to lots
already developed. The small areas of mixed and moderate
density use within Summit’s service area may be developed by further
subdivision of land.
Lacking any specific data to predict the future rate of
development, or the proportion of undevelopable land, it is
estimated that together with the committed service to the current 6,667 users
that an additional 1,100 users could be added by the year 2020.
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Projected
Growth of Users
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Year
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1999
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2000
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2001
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2002
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2003
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2004
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2005
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2006
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2007
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2010
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2015
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2020
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| Class |
| Residential |
3879 |
4049 |
4175 |
4273 |
4263 |
4382 |
4393 |
4484 |
4497 |
4868 |
5111 |
5367 |
| Multi-family |
1785 |
1785 |
1821 |
1829 |
1909 |
1909 |
1909 |
1909 |
1909 |
1923 |
1995 |
2095 |
| Small
Commercial |
113 |
117 |
118 |
118 |
120 |
122 |
124 |
125 |
128 |
130 |
136 |
143 |
| Med/Large
Commercial |
79 |
83 |
87 |
87 |
90 |
92 |
95 |
97 |
97 |
98 |
102 |
106 |
| Non-Potable/Irrigation |
20 |
23 |
25 |
29 |
29 |
33 |
33 |
36 |
36 |
39 |
48 |
60 |
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Total
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5876 |
6057 |
6226 |
6336 |
6411 |
6538 |
6554 |
6651 |
6667 |
7058 |
7394 |
7772 |
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%
Increase In Users
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2.99% |
2.71% |
1.74% |
1.17% |
1.94% |
0.24% |
1.46% |
0.24% |
5.87% |
4.75% |
5.11% |
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Table
1
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Water
Production & Average Daily Demand 1994-2007
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| Production
by Year |
1994 |
1995 |
1996 |
1997 |
1998 |
1999 |
2000 |
| Users
by Year |
4638 |
5145 |
5305 |
5364 |
5571 |
5876 |
6057 |
| Adjusted
Water Usage |
493,880,326 |
509,292,682 |
519,836,052 |
519,338,966 |
556,226,130 |
545,091,109 |
533,661,431 |
| Water
Pumped |
570,814,451 |
579,819,539 |
680,641,171 |
616,327,768 |
675,840,575 |
629,617,601 |
654,539,032 |
| Difference |
76,934,125 |
70,526,857 |
160,805,119 |
96,988,802 |
119,614,445 |
84,526,492 |
120,877,601 |
| Unaccounted |
13.5% |
12.2% |
23.6% |
15.7% |
17.7% |
13.4% |
18.5%
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2001 |
2002 |
2003 |
2004 |
2005 |
2006 |
2007 |
| Users
by Year |
6226 |
6336 |
6411 |
6538 |
6554 |
6651 |
6667 |
| Adjusted
Water Usage |
553,497,551 |
548,273,764 |
617,910,568 |
606,288,911 |
564,248,936 |
633,395,269 |
595,926,639 |
| Water
Pumped |
596,755,441 |
669,266,641 |
747,109,950 |
657,295,774 |
614,340,238 |
716,921,815 |
685,823,802 |
| Difference |
43,257,890 |
120,992,877 |
129,199,382 |
51,006,863 |
50,091,302 |
83,526,546 |
89,897,163 |
| Unaccounted |
7.2% |
18.1% |
17.3% |
7.8% |
8.2% |
11.7% |
13.1% |
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| Average
Daily Demand per User |
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1994 |
1995 |
1996 |
1997 |
1998 |
1999 |
2000 |
| Avg
Daily Demand / User |
292 |
271 |
268 |
265 |
274 |
254 |
241 |
| Peak
Day Demand |
3,597,048 |
3,406,156 |
3,462,443 |
3,808,790 |
3,991,464 |
3,541,110 |
3,837,970 |
| Peak
Day GPM |
2,498 |
2,365 |
2,404 |
2,645 |
2,772 |
2,459 |
2,665 |
| Avg
Peak Day per User |
776 |
662 |
653 |
710 |
716 |
603 |
634 |
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2001 |
2002 |
2003 |
2004 |
2005 |
2006 |
2007 |
| Avg
Daily Demand / User |
244 |
237 |
264 |
254 |
236 |
261 |
245 |
| Peak
Day Demand |
3,337,850 |
3,805,644 |
5,011,298 |
4,135,352 |
3,757,606 |
4,340,042 |
4,242,874 |
| Peak
Day GPM |
2,318 |
2,643 |
3,480 |
2,872 |
2,609 |
3,014 |
2,946 |
| Avg
Peak Day per User |
536 |
601 |
782 |
633 |
573 |
653 |
636 |
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Natural Yard Care brochures from
Tacoma-Pierce County Health Department
The following Adobe "PDF" files have been supplied for download if you wish.
These files are provided by Tacoma-Pierce County H. D.
Natural Lawn Care
Soils & Mulch
Integrated Pest Management
Planning & Planting
Watering Wisely
5 Steps to Natural Yard Care
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