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FGDC CSDGM Metadata
FALSE
Well_High_Vulnerability
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20260506
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FGDC
Jennifer Recco
City of Puyallup
Puyallup
Washington
US
333 South Meridian, 4th Floor
98371
jennifer@ci.puyallup.wa.us
253-841-5571
GIS Coordinator
ArcGIS Metadata
1.0
Jennifer Recco
City of Puyallup
GIS Coordinator
253-841-5571
333 South Meridian, 4th Floor
Puyallup
Washington
98371
jennifer@ci.puyallup.wa.us
US
8AM-5PM
There is a cost for the CD/DVD. Please contact the distributor for details. (USD)
Public Records Request form and GIS Digital Data Disclaimer must be completed and returned to the distributor prior to the data being released if requested on media. Once both forms are received the data can be burned to a CD/DVD and mailed or readied for pick-up at the 2nd floor front counter of City Hall.
Published City data is available on the City's website: http://www.cityofpuyallup.org/business/gis-data/ Please read the Disclaimer to and Warrant by Users of the data and the data's metadata prior to downloading the data. There is no cost to download the data.
Within two weeks from the date of the Public Record Request if requested on media.
2016-01-27T00:00:00
ArcGIS
9.1
Enterprise Geodatabase Feature Class
Gray and Osborne, Inc.
Warren Perkins
Seattle
WA
wperkins@g-o.com
US
206-284-0860
2017-09-19T00:00:00
2017-09-19T00:00:00
2017-09-19T00:00:00
Puyallup Well Head Protection Areas
Well_High_Vulnerability
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Well head protection areas around Puyallup's wells and springs. This include Salmon Springs and Maplewood Springs. 1 year, 5 year, and 10 year protection zones are included. Six month protection zones are contained in another feature class. </SPAN></P></DIV></DIV></DIV>
This feature class is to be used to administer Puyallup Municipal Code (PMC) 21.06.1110
Warren Perkins, P.E., Gray & Osborne, Inc. 206-284-0860 wperkins@g-o.com
Jennifer Recco, GIS Coordinator, City of Puyallup (data preparation)
Warren Perkinds, P. E.
Gray and Osborne, Inc.
P. E.
Seattle
WA
US
wperkins@g-o.com
206-284-0860
As Needed
City of Puyallup
Puyallup
Puyallup
Public Works
Water Division
Disclaimer to and Warranty by Users of City Of Puyallup GIS Data 1. Limitations. The City Of Puyallup makes no warranty, expressed or implied, concerning the data's content, accuracy, currency or completeness, or concerning the results to be obtained from queries or use of the data. ALL DATA IS EXPRESSLY PROVIDED 'AS IS' AND 'WITH ALL FAULTS'. The City Of Puyallup makes no warranty of fitness for a particular purpose, and no representation as to the quality of any data. Users of data are responsible for ensuring the accuracy, currency and other qualities of all products (including maps, reports, displays and analysis) produced from or in connection with the City Of Puyallup's GIS data. No employee or agent of the City Of Puyallup is authorized to waive or modify this paragraph. If a user informs others that a product is based on the City Of Puyallup's data, the City Of Puyallup specifically requests and directs that the user also disclose the limitations contained in this paragraph and in paragraph 4. 2. Data Interpretation. City Of Puyallup data is developed and maintained solely for City Of Puyallup business functions, and use or interpretation of data by the Requestor or others is solely their responsibility. The City Of Puyallup's Community Development Center will provide data interpretation services. 3. Spatial Accuracy. Map data can be plotted or represented at various scales other than the original source of the data. The Requestor is responsible for adhering to industry standard mapping practices which specify that data utilized in a map or analysis, separately or in combination with other data, will be produced at the largest scale common to all data sets. 4. No City Of Puyallup Liability. City Of Puyallup shall not be liable to the Requestor (or transferees or venders of Requestor) for damages of any kind, including lost profits, lost savings or any other incidental or consequential damages relating to the providing of the data or the use of it. The Requestor shall have no remedy by law or equity against the City Of Puyallup in case the data provided is inaccurate, incomplete or otherwise defective in any way. 5. Requester's Warranty Against Commercial Use of Lists. RCW 42.17.260(9) prohibits the release of list of individuals requested for commercial purposes, and Requester expressly represents that no such use of any such list will be made by Requester or its transferee(s) or vender(s). 'Commercial purposes' means contacting or in some way personally affecting the individuals identified on the list with the purpose of facilitating one's commercial activities.
6. Secondary Data Dissemination. Requesters may not secondarily disseminate (give City Of Puyallup data to other entities) without prior written permission from the City Of Puyallup. 7. Project Data. Requesters are encouraged to supply their project data back to the City Of Puyallup for use by the City Of Puyallup.
Everyone must read the metadata before using this data.
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>Anyone using this feature class should read the metadata before using it. Read Disclaimer to and Warranty by Users of City Of Puyallup GIS Data.</SPAN></P></DIV></DIV></DIV>
The wellhead protection areas (WHPAs) were delineated by Shannon & Wilson, Inc. in 1997 as part of the development of the City of Puyallup’s Wellhead Protection Plan (WPP). The original Shannon & Wilson delineation report is lost. Other supporting documents include Ground-Water Occurrence and Stratigraphy of Unconsolidated Deposits, Central Pierce County Washington (U.S. Geological Survey, 1968) and Clovers/Chambers Creek Geohydrogologic Study (Brown and Caldwell 1985).
Shannon & Wilson used two methods for delineating the wellhead protection areas: Calculated Fixed Radius (CFR) and analytical modeling. Protection areas were delineated for 1-year, 5-year and 10-year ground water times-of-travel. An updated WPP developed in 2000 by Gray & Osborne Inc. also delineated a 6-month time-of-travel for the City’s sources. Seven WHPAs were delineated for the eight sources comprising the City’s water supply. Because of their proximity, Maplewood Springs and Well No. 27 (96th Street Well) have a combined wellhead protection area. The WHPA for Well 14 significantly overlaps with the Maplewood/Well No. 27 WHPA. In the calculated Fixed Radius method, the delineation are concentric areas around each well and are calculated based on pumping data and known or assumed aquifer characteristics. The Analytical model requires basic hydrological information including the direction of ground water flow and gradient and certain physical characteristics of the aquifer, primarily the aquifer thickness, and hydraulic conductivity. The development of the analytical models involved the synthesis of ground water levels, aquifer stratigraphy, aquifer hydraulic conductivity and transmissivity and recharge discharge relationships.
The distances and directions that the ground water travels while moving toward a well in a designated time period, delineates the wellhead protection zone. For the purposes of wellhead protection, the distance water will travel in one, five and ten years’ time before reaching the well are used. These are the travel times or zones of contribution whose delineation is required by regulation. The WHPA for each wellfield reflects the general direction of ground water flow, the aquifer parameters, and the production rate of the well or spring. The elliptic shape of the zones indicates that ground water is flowing from the upland areas and ultimately discharging either in a well, spring or the Puyallup River. Puyallup Minicipal Code: 21.06.210 Definitions.
For purposes of this chapter, the following definitions shall apply:
(141) “Wellhead protection area (WHPA)” means the portion of a zone of contribution for a well, wellfield or spring, as defined using criteria established by the State Department of Ecology.
21.06.1110 Designation, mapping and rating.
(1) Areas with a critical recharging effect on aquifers used for potable water as defined by WAC 365-190-030(2) are hereby designated critical areas and are subject to the provisions of this chapter. Protection of critical aquifer recharge areas is necessary to prevent ground water degradation or depletion caused by land use activities.
(2) The approximate location and extent of previously identified critical aquifer recharge areas are shown on the city’s adopted critical area maps. These maps are to be used as a guide for the city, project applicants and/or property owners, and shall be continuously updated as new critical areas are identified. They are a reference and do not provide a definitive critical area designation.
(3) For purposes of this chapter, critical aquifer recharge areas include the following:
(a) Aquifer recharge areas identified using the DRASTIC (Pierce County health department) model that are susceptible or vulnerable to degradation or depletion because of hydrogeologic characteristics; and
(b) Wellhead protection areas as defined by the boundaries of the one-, five- and 10-year time of ground water travel, or boundaries established using alternate criteria approved by the Pierce County health department in those settings where ground water time of travel is not a reasonable delineation criterion, in accordance with WAC 246-290-135.
(4) Critical aquifer recharge areas shall be rated as high or low susceptibility areas as follows:
(a) High susceptibility aquifer recharge areas are all areas on the Puyallup valley floor, plus all wellhead protection areas within the five-year travel time boundary; and
(b) Low susceptibility aquifer recharge areas are all areas within the city that do not meet the criteria for a high susceptibility rating. (Ord. 2859 § 1, 2006).
Temporal Extent. Behavior occurs for a period of time (e.g. duration) Temporal Locus. Behavior occurs at certain point in time with respect to other events (e.g. latency, interresponse time) Frequency.
Esri ArcGIS 13.6.0.59527
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47.082769
Metadata will be updated at the same time as this feature class.
Not Planned
Everyone must read Disclaimer to and Warranty by Users of City of Puyallup GIS Data concerning use of City of Puyallup data.
<DIV STYLE="text-align:Left;"><DIV><DIV><P><SPAN>All users must read the metadata.</SPAN></P></DIV></DIV></DIV>
Gray and Osborne, Inc.
The wellhead protection areas (WHPAs) were delineated by Shannon & Wilson, Inc. in 1997 as part of the development of the City of Puyallup’s Wellhead Protection Plan (WPP). The original Shannon & Wilson delineation report is lost. Other supporting documents include Ground-Water Occurrence and Stratigraphy of Unconsolidated Deposits, Central Pierce County Washington (U.S. Geological Survey, 1968) and Clovers/Chambers Creek Geohydrogologic Study (Brown and Caldwell 1985).
Shannon & Wilson used two methods for delineating the wellhead protection areas: Calculated Fixed Radius (CFR) and analytical modeling. Protection areas were delineated for 1-year, 5-year and 10-year ground water times-of-travel. An updated WPP developed in 2000 by Gray & Osborne Inc. also delineated a 6-month time-of-travel for the City’s sources. Seven WHPAs were delineated for the eight sources comprising the City’s water supply. Because of their proximity, Maplewood Springs and Well No. 27 (96th Street Well) have a combined wellhead protection area. The WHPA for Well 14 significantly overlaps with the Maplewood/Well No. 27 WHPA. In the calculated Fixed Radius method, the delineation are concentric areas around each well and are calculated based on pumping data and known or assumed aquifer characteristics. The Analytical model requires basic hydrological information including the direction of ground water flow and gradient and certain physical characteristics of the aquifer, primarily the aquifer thickness, and hydraulic conductivity. The development of the analytical models involved the synthesis of ground water levels, aquifer stratigraphy, aquifer hydraulic conductivity and transmissivity and recharge discharge relationships.
The distances and directions that the ground water travels while moving toward a well in a designated time period, delineates the wellhead protection zone. For the purposes of wellhead protection, the distance water will travel in one, five and ten years’ time before reaching the well are used. These are the travel times or zones of contribution whose delineation is required by regulation. The WHPA for each wellfield reflects the general direction of ground water flow, the aquifer parameters, and the production rate of the well or spring. The elliptic shape of the zones indicates that ground water is flowing from the upland areas and ultimately discharging either in a well, spring or the Puyallup River. Contact: Warren Perkins, P.E., Gray & Osborne, Inc. 206-284-0860 wperkins@g-o.com
Complete - How was this data created. What was the source, what were the geoprocesses used to create the final product, etc.
City of Puyallup
Puyallup
Washington
2017-09-20T00:00:00
Well_High_Vulnerability
This is a ESRI geodatabase feature class.
City of Puyallup
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20260506