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HomeMy WebLinkAboutI-405/NE 44TH STREET INTERCHANGE RENTON, WASHINGTON SHANNON 6WILSON. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Environmental Assessment—Appendix M Groundwater Discipline Report I-405/NE 44`h Street Interchange Renton, Washington June 2001 SHANNON 6WILSON, r GEOTECHNICAL.AND ENVIRONMENTAL CONSULTANTS At Shannon & Wilson, our mission is to be a progressive, well- managed professional consulting firm in the fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public,our clients,and our employees. Submitted To: ENTRANCO 10900 NE 8"' Street, Suite 300 Bellevue, Washington 98004-4405 By: Shannon &Wilson, Inc. 400 N 341" Street, Suite 100 Seattle,Washington 98103 21-1-09054-009 Appendix M Groundwater Discipline Report SR 405 NE 441h Street Interchange—Groundwater Discipline Report Review Comments and Response Done? Comment# Document Reviewer Comment Response Reference 2.1 Groundwater: Chris Johnson, WSDOT-NWR Materials 2.2 Groundwater: Dean Torkko, WSDOT-NWR Environmental Documentation DONE 2.2.1 Pg.27,Fig.4.3 Project location needs to be identified. Done DONE 2.2.2 Pg.27,Fig.4.3 City limits should be shown in this figure. If they are there, we can't see them. Figure changed to color figure and City Limits are in red. DONE 2.2.3 Pg. 28,Fig.4.4 Solid lines not in legend. What do they mean? Please add to legend. Figure changed to color figure to clarify. DONE .2.4 Pg. 28,Fig.4.4 Project location needs to be identified. Done DONE 2.2.5 Pg. 33, Sec.6.0 Say "would" not"should." Done See 2.2.6 Pg. 33, Sec.6.0 Question whether project is really in the APA-Figure 4.3 indicates the project The Proposed Action area was added to Figure 4.3. Respns is not within the Renton APA. Correct one or the other. As shown, the southern part of the project is within he Renton APA. Page 1 of 1 6/1/2001 SHAANNON 6WILSON,INC. TABLE OF CONTENTS Page 1.0 Summary...............................................................................................................................1 2.0 Project Description...............................................................................................................2 2.1 Proposed Action............................................................................................................2 2.1.1 Description of Project Elements......................................................................6 2.2 No Action Alternative...................................................................................................9 3.0 Methodology .......................................................................................................................11 4.0 Affected Environment........................................................................................................11 4.1 Groundwater Flow Regime......................................................................................... 12 4.1.1 Local Unconfined Aquifer System................................................................12 4.1.2 Confined Bedrock Aquifer System................................................................14 4.1.3 Regional Confined Aquifer System............................................................... 14 4.1.4 Effects of the Seattle Fault System on the Groundwater Flow Regime ........ 15 4.2 Wellhead Protection.................................................................................................... 15 4.3 Current Groundwater and Surface Water Usage......................................................... 19 5.0 Proposed Action Impacts and Mitigation........................................................................20 5.1 Impacts........................................................................................................................20 5.1.1 Groundwater Flow.........................................................................................20 5.1.2 Groundwater Quality.....................................................................................20 5.1.3 Groundwater Rights.......................................................................................24 5.1.4 Groundwater Flow to Existing Wetlands ......................................................24 5.2 Mitigation....................................................................................................................24 6.0 Construction Activity Impacts and Mitigation................................................................25 7.0 Secondary and Cumulative Impact Analysis...................................................................25 7.1 Assumptions for Cumulative Impacts Analysis..........................................................26 7.2 Cumulative Impacts.....................................................................................................27 8.0 No Action Alternative........................................................................................................27 9.0 Preparer Information........................................................................................................28 10.0 References...........................................................................................................................29 21-1-09054-009-r 1-final/wp/mgi i 21-1-09054-009 TABLE OF CONTENTS (continued) SHANNON 6WIL.SON,INC. LIST OF TABLES Table No. Page 1.1 Summary Matrix—Groundwater........................................................................................3 4.1 Summary of Water Well Reports...................................................................................... 17 4.2 Summary of Water Rights Certificates .............................................................................22 LIST OF FIGURES Figure No. Page 2.1 Vicinity Map .......................................................................................................................4 2.2 Proposed Action..................................................................................................................5 2.3 No Action Alternative....................................................................................................... 10 4.1 Groundwater Contour Map, Local Unconfined Aquifer................................................... 13 4.2 Regional Hydrogeologic Profile........................................................................................ 16 4.3 City of Renton Aquifer Protection Area Map................................................................... 18 4.4 City of Renton Aquifer Protection Area Capture Zones...................................................21 4.5 Water Rights Certificate Map ...........................................................................................23 LIST OF APPENDICES A Ecology Water Well and Resource Protection Well Logs B Water Rights C Important Information About Your Geotechnical Report 21-1-09054-009-r 1-finallwp/mgi ii 21-1-09054-009 SHANNON&WILSON,INC. GROUNDWATER DISCIPLINE REPORT I-405/NE 44TH STREET INTERCHANGE ENVIRONMENTAL ASSESSMENT (EA) RENTON, WASHINGTON 1.0 Summary This groundwater discipline report describes the general groundwater flow regime in the vicinity of the Interstate 405 (I-405)/NE 44th Street Interchange Proposed Action. This report addresses specific groundwater issues related to the regional and local groundwater flow systems in the Proposed Action area. Issues related to general groundwater discharge areas are also discussed. The results of the analyses herein were coordinated with the Geology and Soils Discipline Report to evaluate the cumulative effects of the Proposed Action. In addition to evaluating the existing groundwater conditions in the Proposed Action area, current groundwater usage and water rights were reviewed. These issues and the related groundwater environmental impacts and mitigation measures for the Proposed Action and No Action Alternative are presented in this report. Three separate groundwater flow systems have been identified in the vicinity of the Proposed Action area. These consist of a shallow local unconfined aquifer system, a confined bedrock aquifer system, and a regional confined aquifer system. The occurrence and interaction of these aquifer systems may be affected by the presence of the Seattle Fault system. The City of Renton protects its groundwater supplies through their Aquifer Protection Program. The closest City of Renton water supply well is located approximately 535 meters (1,800 feet) southeast of the Proposed Action area. About 305 meters (1,000 feet) of the southern part of the Proposed Action area lies within the City of Renton Aquifer Protection Area (APA) for this well. The Proposed Action area is not mapped by the City of Renton (Renton) as being over a sole- source aquifer. A search of Department of Ecology (Ecology) records produced 74 water right claims and 23 water right certificates for Sections 28, 29, 31, 32, and 33 of Township 24 North, Range 4 East (Mercer Island Topographic Quad). The largest withdrawal is for the Bellevue Sewer District and is 500 acre-feet per year. The remaining water right certificates are less than 60 acre-feet per year and are typically for domestic or irrigation purposes. The Proposed Action impacts include potential reductions in the infiltration capacity of surficial soils, reduction in recharge to the local unconfined aquifer, reduced flow to existing wetlands, and potential water quality impacts to the shallow aquifer system. Mitigation of these impacts could occur from implementation of proper construction activities as identified in the Summary Matrix of Table 1.1. Surface water issues and related impacts and mitigation are discussed in the Waterways, Hydrological Systems, and Floodplains Discipline Report. 21-1-09054-009-r I-finaVwp/mgi 1 21-1-09054-009 SHANNON 6WIL.SON,INC. Impacts from the No Action Alternative would be less than those discussed for the Proposed Action, and are not anticipated to significantly affect the groundwater flow regime or flow to wetlands. 2.0 Project Description The existing I-405/NE 441h Street interchange serves as a connection between the local roadway system in the Renton and Newcastle neighborhoods and I-405 (Figure 2.1). Existing business and residential land uses near the interchange access I-405 through Lincoln Avenue NE, Lake Washington Boulevard N and NE, and NE 44`h Street. 2.1 Proposed Action The proposed I-405/NE 441h Street interchange modifications are shown on Figure 2.2. The interchange modifications would realign NE 44`h Street between Lake Washington Boulevard North and NE (west and east of I-405 respectively). The existing NE 44`h Street undercrossing would be relocated approximately 60-meters (200-feet) north of the existing location. To the west, NE 44`h Street would curve south after crossing I-405 and connect to Lake Washington Boulevard N. South of the curve on NE 44`h Street, a bridge crossing over the BNSF railroad tracks would intersect NE 44`h Street at a "T" intersection. To the east, the northbound I-405 on- ramp would be realigned and a two-lane on-ramp would be constructed. As a result, the existing Lake Washington Boulevard NE alignment, which runs parallel to I-405, would be relocated to the east. Modifications also include incorporation of High Occupancy Vehicle (HOV) facilities and improved connections to the local street system. Proposed HOV facilities consist of HOV bypass lanes, bus transit turnouts, and dedicated HOV lanes on NE 44`h Street. All reconstructed I-405 on-ramps would include ramp metering. Access to existing and future local roadways west of I-405 would consist of a grade separated railroad crossing at an elevated "T" intersection with Lake Washington Boulevard N and a grade separated railroad crossing south of the "T" and north of May Creek. Connections to future local streets on property adjacent to Lake Washington would be provided. Connections to Hazelwood Lane and Ripley Lane would be maintained. Local street system improvements would be pedestrian friendly and allow for non-motorized modes including bicycles. The Lake Washington Loop Trail, west of I-405, would be maintained in the I-405 right of way. At the trail connection with Hazelwood Lane, it would be improved in a separate corridor, from Hazelwood Lane to Lake Washington Boulevard N (see Figure 2.2). Beyond the I-405 right of way, the trail is located on the shoulders of city streets and is considered a transportation facility by the city. The Proposed Action, including HOV facilities, would be consistent with redevelopment of the Port Quendall area at the level of growth planned by the city of Renton. The city has zoned this area for high-density mixed-use transit friendly development to implement it comprehensive plan and the requirements of the State Growth Management Act. 21-1-09054-009-r 1-finaUwp/mgi 2 21-1-09054-009 TABLE 1.1 —Summary Matrix— Groundwater Alternative . ,� Impacts Proposed Action Operation: Potential reduction in soil infiltration capacity of the local Use fill material that consists of a mixture of well-graded sand and unconfined aquifer system due to placement of soil gravel with a minimal amount of fines(i.e. silt and clay). embankments and low permeability surfaces. Impact to surface water flows to existing wetlands from Identify zones of overland flow and implement flow within the placement of cutoff walls. cutoff walls pathways(i.e.drain pipes,culverts,flow diversions)to minimize changes to the existing transient surface water runoff. Impact to groundwater flows to existing wetlands from Identify zones of overland flow and potential recharge areas to placement of cutoff walls. implement flow pathways within the cutoff walls(i.e.drain pipes, culverts,flow diversions)to minimize changes to the existing runoff and recharge conditions. Rerouting of shallow groundwater flow patterns due to Construct dams within utility backfill and use of Best Management placement of utilities below the groundwater table. Practices(BMPs). Mounding of groundwater table and impacts to groundwater Line the water quality pond with an impervious liner. quality due to water quality pond Construction: Short-term water quality impacts may occur within the Use of construction BMPs. groundwater flow system Cumulative: Cumulative impacts may impact soil infiltration zones No mitigation is proposed for cumulative impacts to the (recharge)and surface water runoff characteristics. groundwater flow system. No Action Operation: Similar impacts to those discussed for the Proposed Action; Same as those discussed for the Proposed Action. however,less extensive construction would have less impacts. Construction: No construction impacts are anticipated. No mitigation is proposed. Cumulative: No cumulative impacts are anticipated. No mitigation is proposed. Note: Please refer to the text of the report for a detailed description of the impacts and mitigation. 21-1-09054-009 3 \ `\ ' _ > Everett 2 Whidbey :1 v 9 Island lki Mtilte 26 Snohomish 4 / � 2 25 J 25 27 9 "..�•. . szz Edmond 203 __ __ _ SNOH0,5SLSH COUNfY_ BOtheIl )aNG COUh7Y a" Woodinville 5 522 ed r1 >x :•:� {� 1ll 202 203 520 Bellevue leattle�' � Meflr. r 1 �,`4 surer .island{ Newcastle Snogt>almie � ns Issaquah 202 y ssS;y?;t sr r-ti 7A R 09 Tukwila 0 i3 •ee x i Bunen ! "' \ Renton 169 Vashon Island a t SaT. S. Allpalt x`fit Kent ��' Area^ot Detail a v%FederaI 5 r Way t ao 'a Black Diamond Aubum 169 3 Tacoma � i6f anvc courraY MILES i6 eaffita couirav 0 3 6 161 a67 ~) Figure 2.1 HuckelUYYeinman Associates,Inc. I"405/NE 44th Street Interchange Project Vicinity Map SHANNON&WILSON,INC. 2.1.1 Description of Project Elements Northbound Loop On-Ramp • The existing one-lane northbound loop on-ramp would be relocated and reconstructed to • provide two-lanes for general-purpose (GP) use. HOV would use the new northbound • on-ramp described below. • The paved width of the ramp would range from 6.7 meters (22-feet) to 14 meters (46- • feet). • Roadway illumination would be provided. Northbound On-Ramp • The on-ramp would consist of one GP lane and one HOV bypass lane. • The paved width of the on-ramp would range from 9.1 meters (30-feet) to 15.5 meters (51-feet). • Property would be acquired from the city of Renton for right of way (where Lake Washington Boulevard NE currently exists). • Roadway illumination would be provided. Southbound On-Ramp • The on-ramp would consist of two GP lanes and one HOV bypass lane. • The paved width of the on-ramp would be 15-meters (49-feet) including shoulders. • Roadway illumination would be provided. Northbound Off-Ramp • The off-ramp would consist of three GP lanes and one HOV lane at the NE 44th Street intersection. • The intersection at NE 44th Street would be signalized. • The paved width of the off-ramp would range from 7.6-meters (25-feet) to 17.7-meters (58-feet) including shoulders. • Roadway illumination would be provided. Southbound Off-Ramp • The off-ramp would consist of three GP lanes and one HOV lane at the NE 44th Street intersection. • The NE 441h Street intersection would be signalized. • The paved width of the off-ramp would range from 7.6-meters (25-feet) to 17.7-meters (58-feet) including shoulders. • Roadway illumination would be provided. 2 1-1-09054-009-r 1-finaVwp/mgi 6 21-1-09054-009 SHANNON 6WILSON,INC. NE 44th Street • NE 441h Street would consist of 1.7-meter (5.5-foot) wide raised sidewalks, two 3.7-meter (12-foot) wide traffic lanes (two lanes in each direction), two 3.7-meter (12-foot) HOV lanes (one in each direction) and turn-lanes at roadway intersections. • The right of way would be 38-meters (125-feet) wide. • A single-span pre-cast concrete girder bridge about 67-meters (218-feet) long, 37.2- meters (122-feet) wide, and about 8.5-meters (28-feet) in height would be constructed over I-405. • NE 441h Street would curve south and tie directly into Lake Washington Boulevard N on the west side of the interchange. A "T" intersection to the west would connect with NE 441h Street in this vicinity. The intersection would be on an approximate 31-meter (101- foot) long single-span cast in place concrete girder bridge. The bridge width would vary from 22-meters (72-feet) to 29-meters (95-feet) and would have a clearance of about 5.0- meters (16.5-feet) above 1-405. The bridge would connect to existing and proposed local roadways. • Roadway illumination would be provided. I-405 Modifications • The Proposed Action would not preclude possible future I-405 corridor improvements. • One southbound 3.7-meter (12-foot) wide auxiliary lane would be constructed between the NE 44th Street interchange and the NE 30th Street interchange to the south. • The existing northbound 52-meter (169-foot) long bridge over May Creek Bridge would be widened about 1.5-meters (5-feet) on the south end and about 8.2-meters (27-feet) on the north end. • Retaining walls would be constructed at various places on both sides of I-405. • Public and private land would be acquired for right of way. • Noise walls may be constructed. The noise walls could be placed on both sides of I-405 north of SE 76th Street and along the west side of I-405 connecting with the existing noise wall south of May Creek. • Roadway illumination would be provided. • The east side of existing minor drainage culverts under I-405 would be extended, repaired, or their headwalls would be reconstructed. High Occupancy Vehicle (HOV) Facilities • Dedicated HOV lanes would be added to the southbound and northbound I-405 on-and off ramps, as described above. • Two HOV lanes (one in each direction) would be provided on NE 44th Street including turn-lanes at roadway intersections, as described above. • Transit turnouts would be provided at the northbound and southbound on-ramps. • Roadway illumination would be provided. 2 1-1-09054-009-r1-finaUwp/mgi 7 21-1-09054-009 SHANNON 6WILSON,INC. Lake Washington Boulevard Northeast • Lake Washington Boulevard NE would consist of 1.7-meter (5.5-foot) wide raised sidewalks, three 3.7-meter (12-foot) wide traffic lanes including one turn lane at the intersection with SE 76th Street, and two turn lanes at the south intersection of NE 441h Street. • A separate 3.1-meter (10-foot) wide bicycle path would be provided adjacent to the west side of Lake Washington Boulevard NE between NE 441h Street and SE 76th Street. • The roadway right of way would bel9.8-meters (65-feet) wide at the intersection of SE 76th Street and Lake Washington Boulevard NE. • The Denny's restaurant and parking would be displaced and acquired for right of way to accommodate the relocation of Lake Washington Boulevard NE. • The primary access to Shurgard Storage from SE 76th Street would be relocated. The relocated access would be shared with the Travelers Inn. The secondary access to Shurgard Storage from SE 76th Street would remain open. However, the existing driveway would be reconstructed with a slope of about 20-percent. • Any Denny's restaurant property not needed for transportation improvements may be available for parking or additional access for the Shurgard Storage and Fitness Center. • The existing Mini-Mart access point at the NE 44th Street/Lake Washington Boulevard NE intersection would be converted to a right-in/right-out only access. An additional access point would be provided from Lake Washington Boulevard NE. As a result, three parking spaces would be eliminated. • The primary McDonalds's restaurant access point would be relocated. Relocation of the access point would result in relocation of four parking spaces to a nearby location. • Roadway illumination would be provided. Lake Washington Boulevard North • Lake Washington Boulevard N would consist of 1.7-meter (5.5-foot) wide raised sidewalks and two 3.7-meter (12-foot) wide traffic lanes (one in lane in the southbound direction and two lanes in the northbound direction), and turn lanes at intersections. • Roadway illumination would be provided. Southeast 76`h Street • SE 76th Street, west of I-405, would consist of a 2.9-meter (9.5-foot) raised sidewalk on the south side, a 1.7-meter (5.5-foot) wide raised sidewalk on the north side, 1.5-meter (5-foot) wide bike lanes on both sides of the roadway, and two 3.7-meter (12-foot) wide traffic lanes. • SE 761h Street, east of I-405 (between I-405 and Lake Washington Boulevard NE), would consist of a 2.9-meter (9.5-foot) wide raised sidewalk on the south side, a 1.7-meter (5.5- foot) wide raised sidewalk on the north side, 1.5-meter (5-foot) wide bike lanes on both sides, two 3.7-meter (12-foot) wide traffic lanes, and one 3.7-meter (12-foot) wide left turn lane at the intersection of Lake Washington Boulevard NE. 21-1-09054-009-r 1-finallwp/mgi 8 21-1-09054-009 SHANNON 6WILSON,INC. • SE 761h Street, east of Lake Washington Boulevard NE would consist of 1.7-meter (5.5- foot) wide raised sidewalks on both sides, two 3.7-meter (12-foot) wide traffic lanes, and a 3.7-meter (12-foot) wide left-turn lane. • An approximate 53.3-meter (175-foot) long span to the east and a 34.4-meter (113-foot) long span to the west (two-span pre-cast concrete girder bridge) would be constructed over I-405 and the adjacent ramps. The two bridge spans would vary from 15.4-meters (50.4-feet) to 18-meters (59-feet) wide and have a vertical clearance of about 5.0-meters (16.5-feet) above I-405. • An approximately 29-meter (96-foot) long single-span concrete girder bridge would be constructed over the BNSF railroad. The bridge would be about 16-meters (52-feet) wide and have a vertical clearance of about 7.2-meters (23.5-feet) above the BNSF railway tracks. • Roadway illumination would be provided. Hazelwood Lane/Ripley Lane • These roadways would connect to a future local street system in the Port Quendall area. Lake Washington Loop Trail • The continuity of the Lake Washington Loop Trail would be maintained. • The Lake Washington Loop Trail, west of I-405, would be maintained in the I-405 right of way. • At the trail connection with Hazelwood Lane, it would be improved in a separate corridor, from Hazelwood Lane to Lake Washington Boulevard N. Beyond the WSDOT right of way, the existing trail is located on the shoulder of city streets. • The improved portion of the trail would vary in width from 3.1-meters (10-feet) to 4.3- meters (14-feet). Water Quality Facilities • Wet ponds would be for water quality only. No detention would be considered because all surface water will be directly discharged to Lake Washington. • Wet ponds would be designed using design criteria from King County Surface Water Design Manual 1998 (Chapter 6 for basic wet pond design). • The areas needed would depend on the pond geometry and configuration. 2.2 No Action Alternative The No Action Alternative includes minor transportation improvements in the vicinity of the 1-405/NE 44`h Street interchange and other currently or planned transportation improvement projects that would be implemented if the interchange project was not constructed (see Figure 2.3). Minor transportation improvements that would occur under the No Action Alternative include the following: 21-1-09054-009-r I-finaUwp/mgi 9 21-1-09054-009 i - I ( „ _ , *Y ^ 4. x - or KIEWET/' SHURGARD STORAGE 4 _ , RA_V -L'ERS RETA _ IL T :.. INN wi 44 lvD• coo p - - - - E N E• M ,T.r NG '.dN r i r . Uu T. •-... .., .,...:. ... .� � __..._ ,. r._. _'"f r1 ±='r+ . •may'�' -- —rA r..,: , • Poly 1-14 NEW N ON L y _ t:.. ,l •, s I \ .,,` "`r. .._. \ :'+. •.. Wit. •..,. w. , _ k.,,` i'� �I .... .,, - .,A _ _ _:, .. : ._. .• .. F/v tip. •. -`-•,.L�- -..-. - S N _.._\ •;.. -`.. '�t '•- -; --._, �-n.. ( ..�, -', ti`\ � fW N$ �• NB A L.l AR if 6 LLJ 0 - - — y , - • • ECTS T NEW SB LOCAL _ .7 f' SYSTEM �� ', •-.•. � _� ,,\ -J"R ;• fit-. i • .`i t; — ( j j ^� -� �, t ; r =}l PAN OBE Ll / !. •" '\ a y. NC PORT QUENOALL AR1=Afly � (00 ,�4.: '-,• ''Q' rs .. _ '- `' ti1�.. ,„\.}�\• 1�r \F \•, .. _ ate.. _ ..` `•- ,F.0 ppp� , ; Oo rO Saaie In feet .� ;.•\\,`•�,�.r.;_•`, s._ •`•`.` !e!!/f' CONNECTS. FOCAL`•"BYREfl € ` ~�� ��� - 00 ` YST �o LEGEND EM PROPOSED RIGHT-OF-WAY -- STRUCTURES t NEW ROADWAYFigure 2_ 2 NEW EDGE OF PAVEMENT � E N T R A N G O Proposed (^/WWW.E NT RAHG O.LO4 / ( of✓ osed Action - EXISTING FEATURES 111 IN\ I NO ACTION ALTERNATIVE I. INSTALLING TRAFFIC SIGNALS AT BOTH EXISTING RAMPS WHERE THEY CROSS NE 44TH STREET. \\ / 2. CONSTRUCTING BOULEVARD NE ATOUT TH�ORTHBOUNDND RIGHT T RAMPS.URN NE ON LAKE WASHINGTON 3. WIDENING SOUTHBOUND OFF-RAMP TO INCLUDE A SECOND SOUTHBOUND \ \ \ \ ( RIGHT TURN LANE. 4. CONSTRUCTING AN EASTBOUND RIGHT TURN LANE ON NE 44TH STREET AT THE / SOUTHBOUND RAMPS. 5. WIDENING THE NORTHBOUND OFF-RAMP / \ \ NOTE. RAMP METERING ON ALL RAMPS ENTERING 1-405 NORMAL MAINTENANCE AND SAFETY IMPROVEMENTS 4 3 �� \ IN \� LEGEND - l \ \ — — — — — — WSDOT RIGHT OF WAY WSDOT RIGHT OF WAY ♦♦ \\\ �9/���\ EXISTING BUILDING _ ♦ y9� \\ q� \ BNSF RAILROAD AREAS OF ADDED PAVEMENT ` ` `♦ �q�� \\ \ \\ TRAFFIC SIGNAL IN \\ / \ ♦ cn ♦♦ \ 2 `��\ \\ e ♦ 5 M I � 4! co Q ! El y \ Source: Entranco 0 50 100 ` \ N. i' Aso bow SCALE IN METERS 1-405/N E 44t" Stf(het Figure 2.3 Huckell/Weinman Associates, Inc. Interchange Project No Action Alternative SHANNON 6WILSON,INC. • Installing traffic signals at both existing ramps where they cross NE 441h Street (#1 on Figure 2.3). • Constructing a southbound right turn lane on Lake Washington Boulevard NE at the northbound ramps (#2 on Figure 2.3). • Widening the southbound off-ramp to include a second southbound right-turn lane (#3 on Figure 2.3). • Constructing an eastbound right turn lane on NE 441h Street at the southbound ramps (#4 on Figure 2.3). • Widening the northbound off-ramps (#5 on Figure 2.3). • Traffic meters on northbound and southbound ramps entering I-405. • Normal maintenance and safety improvements. 3.0 Methodology Hydrogeologic information was compiled by reviewing subsurface data from well logs obtained at the Department of Ecology (Ecology), Shannon & Wilson boring logs and profiles, and from previous investigations. Water well reports, resource protection well logs, and water rights information were obtained from all of Sections 28, 29, 31, 32, and 33 of Township 24 North, Range 5 East (Mercer Island Topographic Quad). The Proposed Action area lies within the boundaries of Sections 29 and 32. A site visit was made to the Proposed Action area and vicinity to help construct the hydrogeologic conceptual model. The site reconnaissance was performed and significant hydrogeologic features such as site topography, wetland areas, surface water, and evidence of groundwater seepage were noted. To help understand the regional and local groundwater flow systems, profiles generated from Shannon & Wilson borings (Geology and Soils Discipline Report: Profiles A-A', B-B', C-C', and D-D' profiles) were used in conjunction with water well report logs from Ecology in the vicinity of the Proposed Action area. Regional scale hydrogeologic profiles were generated using Ecology logs and should be considered approximate because the soils were logged by drillers that typically do not classify soils according to standards set by the ASTM Unified Soil Classification System (USCS [ASTM, 1999]). However, the generalized logs provide useful subsurface hydrogeologic information that help describe the regional groundwater flow regime. Appendix A contains the water well reports and resource protection logs used to construct the hydrogeologic conceptual model. 4.0 Affected Environment The studies and available hydrogeologic data were used to develop a description of the affected subsurface environment relating to groundwater issues. The following sections describe the groundwater flow system. 21-1-09054-009-r 1-final/wp/mgi 11 21-1-09054-009 SHANNON&WILSON,INC. 4.1 Groundwater Flow Regime Three separate groundwater flow systems have been identified based on evaluation of available subsurface and hydrogeologic information relative to the Proposed Action area. The groundwater flow systems consist of a shallow local unconfined aquifer system, a confined bedrock aquifer system, and a regional confined aquifer system. The following discussion describes the characteristics of the three groundwater flow systems. These aquifer characteristics include aquifer soil types and thickness, depth to water (or to the piezometric surface), flow direction, gradient, and potential recharge and/or discharge areas. Refer to the Waterways, Hydrological Systems, and Floodplains Discipline Report for discussion on the surface water system and related impacts. For more detailed discussions on the geologic units and profiles that are described herein, refer to the Geology and Soils Discipline Report. For reference, the Proposed Action vertical datum is the 1988 North American Vertical Datum (NAVD88). 4.1.1 Local Unconfined Aquifer System The local unconfined aquifer system is located in the vicinity of the I-405/NE 44th Street Interchange and is illustrated in the Geology and Soils Discipline Report (Profile A-A'). The aquifer is found in the non-organic alluvium (Ha) that consists of dense to very dense, slightly silty to silty sand. The aquifer is generally unconfined except where changes in soil type, common with alluvial soils, create local confined water-bearing zones. The aquifer is underlain by a finer-grained thick sequence of glaciolacustrine clay and silt (Qvgl). Groundwater elevations in the unconfined aquifer range from about 6.7 to 8.8 meters (22 to 29 feet). This equates to an average depth to the water table of about 4.6 meters (15 feet) below ground surface. The actual depth to the water table will vary based the ground surface elevation. The local unconfined aquifer pinches out on the east and is presumably hydraulically connected to Lake Washington to the west. The aquifer ranges in thickness along the profile from about 0 to 24 meters (0 to 80 feet), with an average thickness of 15 to 18 meters (50 to 60 feet). The thickness of the underlying glaciolacustrine clay and silt is largely unknown; however, it is greater than 12.2 meters (40 feet) thick near boring B-9. The aquifer thickens to the west and is approximately 21.3 meters (70 feet) thick beneath 1-405. The general flow direction of the local unconfined aquifer system is westward toward Lake Washington (Figure 4.1). This flow direction was estimated based on head differentials between borings B-4, B-5, and B-6. The westward gradient is approximately 0.015 meters per meter (0.15 feet per foot) between these borings. The general recharge area for the local unconfined aquifer system is inferred based on the regional topography and geology. Based on our understanding of the geology and the conceptual model of the flow system, recharge to the system is likely due to infiltration of precipitation through the soils immediately above the aquifer and lateral drainage from the upland areas to the 21-1-09054-009-r 1-finaUwp/mgi 12 21-1-09054-009 E � .. rylJ \ 'f �q lWOfl W { �.._ E X >t 1`• F a �i 1r t r (`, tR@S r ([ i �1�4 l - t��� r' r `;tli�'/f�//t t• I I�� + f3tv1'�,1 I 1 r eT, •�'t � ! S 1 {1 i f r'{���{ .�. s i bs( r '/ r S.t' j'J ` �• I Haze1wo4 it f Z�SLat iol( }' i`` � 1 : if��6 / s s� tt -r �' i•^'PROPOSED ACTION AREA 8 Parrk % LQ4:2d+,uax{ ��i t ./• .a•.i ,\ t i� �Y�'• :J._..p/f t'°.r •f - �,�a b�A 1. r ; f i f's Y d. �!\�J `_ 1 Ch�Rr• „x ` „�...•,.. j t TA- 4� � �' Iq i � e =.e?�! •! ,.1. "� ,L ab f i3/f f '�{ :�,s t �' i t��i t kf3cran•.,ti `;� �g, \ / ^ ':}j : �' I "�/Syr•: ,1 - �•��„- Ai, f ��- i I V. -'�" �•° I hj3nnA.I,� J�J '•"� .n �I . �t � ��... `}t :� � ,e ; I "'.�.ij \ 11, •-J•y.rV, '*"- t t .l— , i �`... it 1/5�.....«..__,� r it F .-�1 •{jf ,�7 . \ 1 r• 1 r t a ,`iir f .( I, i4 }ai� C? 1 . •.••r ;.. y; .,,�`,Y\ I• �� ! i f t i .'. l y: -.•.. y".'..`..'.��•%•t.,\1. �''�*••.,�;1't� j I �• !\`�•� �,,M1 r.f,•. ff- t �� f � .i.; •:`/tcp•`"' ty; t •:I ,.J�?•; � \, i?`�"' �; e .,s„/�',//f,,rf, 1 �'` , �•. •2 x•_.r,- .f/ _�, h cj,r t � `\ � �t ' r r -•, ,'-�r 3 f •r our �; ct .,,,•,�•-.._--, (`y /_,� ,��i f ! ,- � rhin _ 4 Ott Y t T� t, _ !- ;s r;� Greve l E'Ls 7ty 3 Paint c �' Park , f, ;' .. 1 ss�N `�Y "•; . �-' J .! �; \ u\\� � '� •<'� ,t ��' ST~ �.,`,`{,-_�... _._ is �'• > \ y �h o� S4ert lieigl�ss_-.. 1\ \ # Ke:nydate ns y4 sch U \ „P r z :C• :Park. »\\!t : ',Park," Ni ve N F ;\��..5�... _ �I• .__(�_."_;'.'._3 .'t S t; ,\` '"�..."j_ 0 2000 4000 0 3 Scale in Feet 0 600 1200 LEGEND o Scale in Meters q Water Well Report Designation and B-4 Approximate Location I-405/NE 44th St. Interchange 0 —23— Groundwater Contour Elevation in Feet Environmental Assessment Renton, Washington CD A Conceptual Hydrogeologic Profile o (See Figure 4.2) GROUNDWATER CONTOUR MAP LOCAL UNCONFINED AQUIFER NOTE o Map adapted from 1:25,000 USGS topographic map May 2001 21-1-09054-009 of Bellevue South,WA quadrangle,dated 1983. SHANNON&WILSON, INC. FIG. 4.1 m Geotechnical and Environmental Consultants E SHANNON 6WILSON,INC. east of I-4051NE 44th Street Interchange. Surficial soils in upland areas immediately to the east of the Proposed Action area consist of relatively low permeability silts and clays. These soils may facilitate overland flow westerly toward the lowland areas of the Proposed Action area where infiltration may then occur. Groundwater discharge from the shallow unconfined aquifer is primarily into Lake Washington. This inference is made based upon the correlation of the elevation of the water table and the stage of Lake Washington. Groundwater discharge from the aquifer may also occur in wetlands and other depressions that extend below the water table and draw into the local surface water conveyances which, in turn, drain into Lake Washington. 4.1.2 Confined Bedrock Aquifer System The confined bedrock aquifer system is located near NE 76th street north of the I-405/NE 44th Street Interchange and is illustrated the Geology and Soils Discipline Report (Profile B-B'). The aquifer is composed of andesite bedrock. The bedrock is relatively shallow, highly weathered, and has abundant fractures. The andesite is overlain by ablation till (Qvat) and ice-contact deposits (Qvri) that consist of gray, slightly clayey, gravelly, silty sand. The till unit is about 1.2 meters (4 feet) thick and appears to be the confining unit for this aquifer based on soil and groundwater conditions in borings B-10 and B-7. The thickness of the andesite bedrock is largely unknown; however, it is greater than 26.5 meters (87 feet) near boring B-7. Based on the groundwater measurements collected in October 2000, the piezometric surface was measured at about 1.8 meters (6 feet) above the ground surface (artesian water pressure) near boring B-7. The actual depth or height to the piezometric surface may vary over the Proposed Action area. The general groundwater flow direction in the confined bedrock aquifer system is largely unknown due to the lack of water level data. None of the water well or resource protection well logs obtained from Ecology indicated that the andesite bedrock unit was encountered. Borings B-7, B-8, and B-10 encountered the andesite bedrock unit. Boring B-7 indicates significant artesian pressures (about elevation +12.2 meters [+40 feet]). Based on our understanding of the geology and the conceptual model of the flow system, the unit likely discharges into the shallow unconfined aquifer and Lake Washington. A westerly flow direction likely exists. The general recharge area to this confined system is likely in the upland areas to the east of the Proposed Action area. 4.1.3 Regional Confined Aquifer System A regional confined aquifer system exists in the Proposed Action area beneath the local shallow unconfined aquifer (Figure 4.2). This aquifer lies below the previously discussed confining unit consisting of a thick sequence of silty clay up to 57.9 meters (190 feet) thick (Qvgl). The presence of this aquifer is based on water well logs data obtained at Ecology (Table 4.1). These borings indicate the aquifer consists of silty sand and gravel and may be about 3.0 meters (10 feet) to 15.2 meters (50 feet) thick. 21-1-09054-009-r1-finaUwp/mgi 14 21-1-09054-009 SHAANNON&WILSON,INC. Piezometric elevations and flow directions in the regional confined aquifer are poorly understood. Water levels reported on drilling logs obtained from Ecology indicate a variety of water levels that do not correlate between wells. Figure 4.2 shows water level elevations below sea level. Note that well log data often is suspect, and often represents the elevation where groundwater was encountered during drilling or represents a level that is recovering from the drilling process. For these reasons the regional piezometric surface has not been estimated. Based on the conceptual groundwater flow model of the area, and that flowing artesian conditions have been encountered in the Port Quendall area, it is reasonable to believe that a westward hydraulic gradient exists where groundwater recharge occurs east of the Proposed Action area and the aquifer discharges to Lake Washington and/or further to the west. 4.1.4 Effects of the Seattle Fault System on the Groundwater Flow Regime The Seattle Fault is discussed in greater detail in the Geology and Soils Discipline Report. The effects of the fault system on the groundwater flow regime appear to be significant. Comparison of the geology and soils in profiles A-A' and B-B' of the Geology and Soils Discipline Report suggests that a fault thrust zone may be located approximately between these two profiles (Yount, J.C., et al, 1991). This is consistent with the differences in soil types and hydrogeologic properties between the two profiles. Influence of the fault zone on the aquifer system is largely unknown. 4.2 Wellhead Protection The City of Renton (Renton) began efforts to protect its groundwater supplies, consistent with the Washington State Wellhead Protection Program (Chapter 246-290-135(4) WAC), and recommended an Aquifer Protection Program in its 1983 Water System Plan. The Aquifer Protection Ordinance No. 4367 was passed by Renton on September 14, 1993. Since then, the Renton Aquifer Protection Area (APA) has been established to protect the quality of the Renton municipal water supply. The ordinance has established regulations for land use and development within the APA. The APA was established to minimize the potential for spills or disposal of regulated substances to surface or groundwater systems. The APA is divided into two zones of aquifer protection: Zone 1 and Zone 2 (Figure 4.3). The southernmost portion of the I-405/NE 44th Street boundary designation extends approximately 305 meters (1,000 feet) into the APA (Figure 4.3). Therefore the Proposed Action and construction activities may be regulated under the APA ordinance. Since the Proposed Action area is partially located within the boundaries of the APA, storm water discharge from the area may be regulated under the ordinance (provided there will not be storage of regulated substances above the de-minimus quantities listed in the ordinance). The ordinance requires that runoff from projects with impervious surfaces greater than 1,524 square meters (five thousand square feet) be treated by on-site biofiltration measures. 2 1-1-09054-009-r 1-final/wp/mgi 15 21-1-09054-009 A West 400 300 LEGEND 200 1993 1994 —Date of Water Level Measurement �— 1-405/NE 44th St. Interchange ►� WWR-5 Site Boundaries I B-4, WWR-1 � Water Well or Boring Designation Existing Ground Surface � m aD 2000 c 2000 —� Groundwater Level 0 100 B-6 SB-9 S$W 1981 B-4 WWR-4 N I �-- Well Screen Wa) i _V_ 7 to Alluvium Local Unconfined Blue/brown CLAY Approximate R 0 Aquifer Qvgl Geologic Contact :;7 Q ? Bottom of Boring ? CLAY/SILT ? GRAVEL ? Gray CLAY -100 O ? ? ?— Regional Confined Aquifer NOTES 0 N Coarse SAND and GRAVEL 1. This subsurface profile is generalized from materials observed in soil boring -200 sand private water well logs. oVariations may exist between profile and actual conditions. 2. Piezometric surface is generalized, 4 variations likely occur between borings and soil types. -300 4 0 q 1-405/44th St Interchange 0 100 500 Environmental Assessment Renton, Washington 4 Scale in Feet s Horizontal=Vertical REGIONAL HYDROGEOLOGIC PROFILE A-A' 0 30 60 9 May 2001 21-1-09054-009 m Scale in Meters SHANNON&WILSON, INC. FIG. 4.2 IL Geotechnkxl and Environmental Consultant3 SHANNON WILSON, INC. TABLE 4.1 - Summary of Water Well Reports Well General Location Date Well Depth Water Level Well Yield Drilling Number' (Township;Range;Section,quarter,quarter)2j, Completed: (feet bgs) (feet bgs)4 (gpm)S Contractor Additional Comments WWR-1 T24N;R05E;Sec.28,NW 1/4,NW 1/4 5/2/1975 139 114 10 Jerry's Drilling 11849 SE 64th St.,Renton WWR-2 T24N;R05E; Sec.28,NE 1/4,NW 1/4 9/5/1997 49 23 NA Johnson Drilling No geologic log. WWR-3 T24N;R05E; Sec.29, SE 1/4 ,NE 1/4 5/15/1983 31 21 NA B &J Drilling No geologic log. WWR-4 T24N;R05E;Sec. 32,NW 1/4 ,NE 1/4 3/25/1993 325 160 NA Johnson Drilling No geologic log 0-157'bgs WWR-5 T24N;R05E;Sec. 32,NW 1/4 ,NE 1/4 11/17/1981 144 93 20 Mueller Drilling WWR-6 T24N;R05E; Sec. 32, SW 1/4 ,NE 1/4 2/23/1994 400 NA NA Holt Testing Inc. Abandoned hole. WWR-7 T24N;R05E; Sec. 32,NE 1/4, SE 1/4 1/26/1994 57 19 80 Burans Drilling 2224 NE 31st St.,Renton WWR-8 T24N;R05E;Sec. 32,NW 1/4 ,SE 1/4 4/26/1999 11 10 NA Johnson Drilling Decommission Well. WWR-9 T24N;R05E; Sec. 33,NW 1/4,NW 1/4 1/21/1985 560 255 1 to 2 Johnson Drilling 8058 118th Ave SE,Renton WWR-10 T24N;R05E; Sec. 33,NW 1/4,NW 1/4 3/20/1993 237 215 5 Burans Drilling 12120 SE 88th Pl.,Renton WWR-11 T24N; R05E;Sec. 33, SW 1/4, SW 1/4 11/16/1988 98 25 30 Johnson Drilling 2336 NE 31st St.,Renton Notes: 1 Water Well Reports designation. Appendix A contains Water Well Report logs obtained from the Department of Ecology. 2 Wells locations should be considered approximate based on quarter,quarter designation. 3 Date of completed drilling depth or well installation. 4 Assumes general static water level conditions measured on date of completion and should be considered approximate. 5 Well yield tests performed by drilling contractor and should be considered approximate. 6 Street address of well location when provided. 5/11/2001-GW T4-1 T4 2.xls-man 17 21-1-09054-009 SHANNON 6WILSON,INC. Because storm water discharge will be treated in a water quality pond prior to being discharged outside the Proposed Action boundaries, only the aquifer directly underlying the Proposed Action area needs to be evaluated for the susceptibility of contamination from construction activities. The shallow unconfined aquifer may be susceptible to contamination because the soils are relatively permeable and the depth to groundwater is relatively shallow. The closest City of Renton water supply well in the APA is Well 5A (Figure 4.4). This water supply well is located approximately 520 meters (1,700 feet) south of the southernmost boundary of the Proposed Action area. Within the APA ordinance, Well 5A does not require the highest level of protection since the well is very deep and not highly susceptible to contamination from construction activities. 4.3 Current Groundwater and Surface Water Usage Information on surface water and ground water use in the Proposed Action area was obtained from Ecology central files. Water rights information was obtained from all of Sections 28, 29, 31, 32, and 33 of Township 24 North, Range 5 East (Mercer Island Topographic Quad). The Proposed Action area lies within the boundaries of Sections 29 and 32. Appendix A contains the water right data obtained from Ecology. A summary of all the surface and groundwater rights was produced from Ecology records search. The water rights research produced a listing of all the water right claims and water right certificates for the above stated sections. A water right claim is a statement of claim to a water use that began before the State Water Codes were adopted and is not covered by a permit or certificate. A claim may represent a valid water right if it describes a surface water use that began before 1917 or a groundwater use that began before 1945. A water right certificate, however, is a legal document issued by Ecology to certify that water users have the authority to use a specific amount of water under certain conditions. A summary of the Water Rights Certificates is presented in Table 4.2. Location of the Water Rights Certificates is presented in Figure 4.5. Water right claims are not shown or tabulated. The water rights summary from Ecology indicated a total of 74 water right claims and 23 water right certificates for the stated sections. All of the 23 water right certificates were issued for withdrawal from surface waters. Of the 74 water right claims, 29 are surface water right claims and 45 are groundwater right claims. With the exception of Bellevue Sewer District, the quantity of surface and groundwater used under the water right certificates is predominately small (less than 60 acre-feet per year) and is typically used for domestic or irrigation purposes. The largest withdrawal is a surface water certificate for the Bellevue Sewer District and is 500 acre-feet per year, which is diverted from Lake Washington. Smaller quantities of surface water are primarily diverted from unnamed tributaries and springs. Quantities of water used from both surface and groundwater right claims are largely unknown. 21-1-09054-009-r 1-finaUwp/mgi 19 21-1-09054-009 SHANNON 6WILSON,INC. 5.0 Proposed Action Impacts and Mitigation 5.1 Impacts Impacts to the groundwater flow regime may potentially be related to elevated structures, fill embankments, cut walls, utilities, and a water quality pond that proposed. The impacts from these types of structures are discussed below. 5.1.1 Groundwater Flow Aquifer recharge and discharge relationships could potentially be affected by these different structures if not properly mitigated. Impacts to recharge and discharge for each identified aquifer systems is discussed in the following paragraphs. Without mitigation, the local unconfined aquifer could be susceptible to changes in infiltration, flow direction, and discharge due to placement of fill and cutoff walls and utilities. Placement of low permeability pavement and/or fill material in new areas may decrease the overall infiltration rates to the local unconfined aquifer. Structural walls are generally at or above ground surface and will likely have no impact on surface water runoff to wetlands if constructed with proper drainage pipes, culverts, or flow pathways. Impacts to existing wetlands are discussed in greater detail in Section 5.1.4. Utilities constructed below the water table can drain areas and/or locally reroute groundwater flow patterns. Placement and operation of the water quality pond will raise local groundwater levels. Based on the soil conditions observed in boring B-6, the pond area is underlain by relatively low permeability soils. As such, the areas surrounding the pond that will experience raised groundwater elevations may be relatively small. The bedrock and regional confined aquifer systems would not likely be significantly impacted from the Proposed Actions. This is because these systems presumably are recharged in the upland areas and likely discharge into Lake Washington and/or the local unconfined aquifer. No impacts are anticipated that would change these discharge characteristics. 5.1.2 Groundwater Quality The primary aquifer of interest relative to groundwater quality is south of the Proposed Action area near the City of Renton. The Renton Aquifer Protection Area (APA) Zone 1 is the closest municipal water supply source identified within the area. The City of Renton Well 5A lies within Zone 1 of the APA. Considering that Proposed Action boundaries are not up-gradient of Well 5A, the well is relatively deep, and that the Proposed Action is located in a general discharge area, any adverse impacts to the quality of groundwater from the Proposed Action should not impact Well 5A within the Renton APA. Water quality impacts to shallow groundwater could potentially occur during construction. These impacts would likely be related to increases in total dissolved solids related to infiltration of turbid surface water and related to spills of contaminants, such as petroleum products. 21-1-09054-009-rl-final/wp/mgi 20 21-1-09054-009 File:I:\Drafting\211\09054-009\21-1-09054-009 aquler.dwg Date:04-30-2001 Author:cnk Ah B E/V pro PROPOSED ACTION AREA -WO O N d 3ra .t �¢r� } + I Fk x V �IR R � �•,t,� '' . �•` �� a sew �-`---- --0lt411 d vir� + I QJ1` r• � n 7i�+ twnx Y �, � a st u `` lip .J z Kra ME MA r I r; it o s x tIt pa 9CL ��r, r ' - m MA 9 NE IL tin It /JOY,.. ,.. i�. ;F- -�,^--1r - -1,�- - ---•-�_taN9 �. All L h. --L)ft PL Pt sE to SR 71A a I t.H1�11�J � _ �1 II._. - s M 1'"�. •',,r • -.4.� �� _ t APA ZONE 2 F a.ld,ulow,a � l ., S�✓ MKS�aJwr,'�'i:��}�r ��� � •� �' 7h� �11 �`1)' illt s{n�A �`j1,,1V `�s t II"�/-fu �L�'r� J \��a�1 �y � "t'ye•,� t� `'=='_. _ 5•R.s � _CILf' `�� 3� ---7f�' ��..Iljp I�� '`y:>� s. A � ( tSttY � `� •�M 9 -t_._ fiF 91 wf]-W SE red is 1 W , 1 = T, - lam, Rs.x s•aNa t � q E»zwn bl 4 `, � I,L(.Y7A"_�- ��V-v��i�1 ls) ` I;;---'�_!L-: 1+ 41.h37 �� >z lm+a LEGEND 0 2000 4000 1-405/NE 44th St. Interchange Environmental Assessment APA ZONE 1 Scale in Feet Renton,Washington APA ZONE 2 0 600 1200 CITY OF RENTON -n -—— - City of Renton Limits Scale in Meters AQUIFER PROTECTION AREA MAP ,p NOTE May 2001 21-1-09054-009 t>J Original ma provided b Cityof Renton,dated 1-14-00. SHANNON&WILSON, INC. �+ 9 p p y Geotechnical and Environmental Consultants FIG. 4.3 SHANNON WILSON, INC. TABLE 4.2 - Summary of Water Rights Certificates Water Right General Location Control Priority Idendif'cation No.' (Township; Range;Section,quarter,quarter)2 Number Date Purpose Sources -Additional Comments S-WR-1 T24N;R05E;Sec.29,SE 1/4,SE, 1/4 S1-00622 8/7/1931 IR,DS Unnamed Stream 1 acre irrigation. S-WR-2 T24N;R05E;Sec.29,NE 1/4,SW, 1/4 S1-00325C 12/14/1971 FR,CI Lake Washington 31.4 acre-ft/year S-WR-3 T24N;R05E;Sec.29,NW 1/4,NE, 1/4 S1-20361ALC 11/20/1972 MU Lake Washington 500 acre-ft/year S-WR-4 T24N;R05E;Sec.29,SE 1/4,NE, 1/4 51-03907 5/28/1948 DS Unnamed Stream See Appendix B S-WR-5 T24N;R05E; Sec.29,NE 1/4,SE, 1/4 S1-07972 7/5/1960 DS Unnamed Spring See Appendix B S-WR-6 T24N;R05E;Sec. 31,SE 1/4, SE 1/4 S1-22540C 6/16/1975 IR Lake Washington 0.5 acre-ft/year S-WR-7 T24N;R05E;Sec. 31,SE 1/4, SE 1/4 S1-01471 11/16/1931 DS Unnamed Spring See Appendix B S-WR-8 T24N;R05E;Sec. 32,NW 1/4,NE 1/4 S 1-07702 11/9/1949 IR,DS Unnamed Spring 4.0 acre-ft/year S-WR-9 T24N;R05E;Sec. 32,SE 1/4,NW 1/4 S 1-07115 6/22/1956 DS Unnamed Spring See Appendix B S-WR-10 T24N;R05E;Sec. 32,SE 1/4, SE 1/4 S 1-20807C 8n/1973 IR,DS Unnamed Spring 3.0 acre-ft/year S-WR-11 T24N;R05E;Sec. 32,SW 1/4, SW 1/4 S1-11450 8/18/1970 WL,IR Unnamed Stream 1.0 acre-ft/year S-WR-12 T24N;R05E;Sec. 32,NW 1/4,NE 1/4 S 1-01101 5/18/2027 IR,DS Unnamed Stream See Appendix B S-WR-13 T24N;R05E; Sec.32, SW 1/4,SE 1/4 S1-01337 2/13/1937 IR Unnamed Stream See Appendix B S-WR-14 T24N; R05E;Sec. 33,NW 1/4,NW 1/4 S1-01237 6/11/1935 IR,FS Unnamed Stream See Appendix B Notes: 1 Water Rights Certificates designated as surface water("S")or groundwater("G"). 2 Locations should be considered approximate based on quarter,quarter designation. 3 Department of Ecology tracking control number. 4 Water Right purpose:domestic(DS),irrigation(IR),and municipal(MU). 5 General point of diversion. 6 See Appendix A and B for additional Water Rights information. 5/11/2001-GW T4-1 T4 2.x1s-man 22 21-1-09054-009 File:I:\Drafting\211\09054-009\21-1-09054-009 Fig.4-4.dwg Date:05-03-2001 Author:cnk - �$[7Aa n p� -V ��r� / W e�:4hn Y )1M�`✓.4 a.-,�,ys t�l tip/ �'\ W.IFIF 5', � 2 A �._ s� W'Q !' !• 777 / /� ' F SE 7rlh 9. - R' �1 4 ISIh 51 ` — 5 7IIh I. 72j6 P I wM1A It i I f S 7plh I_ 1, - 7d SE76fhS,- ¢ 60M hOA rh •V ' —S. �— SE Eqh SI SE &Ilh F/Ah +.` I // SE M,hVA Q 1 ! 5 W II ON SI 4 7F 4NF SI 5 �pS+oM'2 „ I A N Ai 51 II(161h if SE 661h $l SE'Plh 51 P I I N.tth S 1 SF 661h$1 66fh.q pA\F 11 S' II Jllh SI 39d n. �. 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LEGEND Wells 0 2000 4000 I-405/NE 44th St. Interchange One Year Environmental Assessment Scale in Feet Renton, Washington Five Year o soo 1200 CITY OF RENTON Ten Year Scale in Meters AQUIFER PROTECTION AREA CAPTURE ZONES NOTE May 2001 21-1-09054-009 Original map provided by City of Renton,dated 1-14-2000. SHANNON &WILSON, INC. FIG. 4.4 Geotechnical and Environmental Consultants wood } P 'C,� 1 Pines l ,. i�'• S-VMXf sr t t �r r ��(f' `If�� r f ' � 't:�` � %f ltl1 �il�. �<•4 t o `t "'_• hePWot,P (( 129 ., t �!;�j(Ci ;•//� j,�//�7�'1l. I�.Q � Substafia I � j P OOP S ' , i•,\�, � .,:` ����1 1?/y,,*j �t �_ C O ED ACTION AREA 4 ^ HBXtthn�jo i• iraD€er . r y + WR,S i� Y' Zj Park t park E '_,'� j ;/.y ar J;l,li,.-f t, ;! ';•' f f 7+ If' �,i: 1 1 i, /,. .�<,t � �ifr' i ! � • r 4;t�t� <�Jt[l 1 f30 C[t^�. � •. '� ,,fit � ft 09�� I `-�, °�� �`�..� �• �, �. .. itt}\F�y, per: � t\ e� t\°3 f /"tit}1 �..�' 11.� � �(e^, f��� � t) " •�` r~ ,t ,(i. + 'V { � �.i ti'J!�yirr l` '� +1 2*..,'a it r 1 t r ' I i`i f Perk P rjryj' 1 t: t 1 T t t } sta _ If rWR-14 /1 \` II\ '•41 '( fit. io t VVV S-WR- ;• ;t �� I 1 to _ i a - `� •, -- ,�:;1 Gyre I E't Y \ t '92 =23 ❑ .. ��.N\ �;� �, 1.,, 1.:; :� �� r `\va ^���-'' ,,,....'k�starra�Iictguds-._,". Ke nydale L ne• i l Scb :Park ). \iV Gr veil[ ~y k 't o t 11 , O 0 2000 4000 Scale in Feet 0 600 1200 ob LL o Scale in Meters LEGEND 1-405/NE 44th St. Interchange 4 Environmental Assessment S-WR-1 pp Surface Water Right Designation and Renton,Washington o Approximate Location o NOTES WATER RIGHTS CERTIFICATE MAP 1. No groundwater right certificates are located within project vicinity. 2. Map adapted from 1:25,000 USGS topographic map of Bellevue May 2001 21-1-09054-009 9 South,WA quadrangle,dated 1983. m SeoteecchncaOnd Environmental Consultants FIG. 4.5 FL SHANNON&WILSON,INC. Placement of concrete pilings into the subsurface for bridge support may also provide a vertical conduit for these types of contaminants to migrate into the shallow unconfined aquifer system. Because the area is predominantly a groundwater discharge area, these impacts would likely only be on a small scale and would persist for a limited duration. The operation of the water quality pond may also introduce contaminants in the pond into the groundwater system. Based on the soil conditions observed in boring B-6, the pond area is be underlain by relatively low permeability soils. As such, the affected area that will experience a decrease in water quality may be relatively small. Placement of storm drainage pipes into the subsurface may provide a conduit for contaminant migration. If not mitigated properly, horizontal stormwater drains could create a pathway of contaminant migration into the shallow aquifer system and ultimately into Lake Washington. 5.1.3 Groundwater Rights There are no Groundwater Right Certificates issued from Ecology in the Proposed Action vicinity. Groundwater flow volumes or quality are not anticipated to be impacted from construction activities. Locations of existing Surface Water Right Certificates are presented in Figure 4.5, and are summarized in Table 4.2. Impacts to the users that have surface or groundwater right claims are unknown. 5.1.4 Groundwater Flow to Existing Wetlands The affected environment from the Proposed Action consists of several wetland areas near the Proposed Action. Placement of low-permeability surfaces during construction of the 1-405/NE 44th Street interchange could impede or divert flow to the local unconfined groundwater flow system. Because of the potential capture and diversion of precipitation, and diversion of shallow groundwater flow paths,the interchange may affect discharge to wetlands. Based on our understanding of the groundwater flow system, recharge to the shallow unconfined aquifer system is derived primarily from direct precipitation and overland flow caused by the relatively low permeability soils in the higher elevations immediately to the east of the Proposed Action area. Recharge to the existing wetlands is generally derived from surface water runoff due to precipitation and from groundwater discharge. Consequently, foundations and cutoff walls that are not engineered with proper drainage pathways may impede surface water runoff and groundwater discharge to wetlands. Flow volumes to wetlands that are supplied primarily by groundwater discharge are not anticipated to be significantly impacted. 5.2 Mitigation The Proposed Action would be constructed in accordance with WSDOT (WSDOT, 1995) and county and city guidelines. In addition, since the southern end of the Proposed Action lies approximately 305 meters (1000 feet) within the Renton APA, the Proposed Action would be constructed in compliance with the State Wellhead Protection Requirements outlined in Chapter 246-290-135(4)WAC, administered by the Washington Department of Health. 21-1-09054-009-r 1-finaUwp/mgi 24 21-1-09054-009 SHANNON&WILSON,INC. Because the impacts to the shallow groundwater flow system are anticipated to be minor, no mitigation measures other than the use of best management practices to prevent water quality degradation are recommended. To mitigate groundwater flow through utility trenches, small dams could be constructed within the trenches to block the rerouting of groundwater. Mitigation for reducing the impacts of operation of the water quality pond on local groundwater levels and quality can be performed by the installation of an impervious liner in the pond. 6.0 Construction Activity Impacts and Mitigation Construction activity impacts differ from the impacts discussed in the previous section in that the duration of the impact primarily takes place during construction or within a short period of time after construction. These impacts do not exist in the long term. The only identified potential impact to groundwater may be short-term increases in total dissolved solids and introduction of small spills of petroleum-related contaminants associated with construction vehicles. Use of best management practices for control of surface and stormwater is the only recommended mitigation measure. 7.0 Secondary and Cumulative Impact Analysis Secondary impacts are defined as impacts that are "caused by an action and are later in time or farther removed in distance but are still reasonably foreseeable" (40CFR 1508.8). These impacts, which usually result from the initial action, include changes in land use, water quality, social issues, and population density. The Proposed Action includes stand-alone transportation improvements and would not have secondary or indirect impacts. However, implementation of the Proposed Action would support planned and designated growth in the city of Renton. Cumulative impacts are those that "result from incremental consequences of an action when added to other past and reasonably foreseeable future actions." The cumulative effects of an action may be undetectable when viewed in the individual context of direct, and even indirect impacts, but can, nonetheless, add to other disturbances and eventually lead to a measurable environmental change. The Proposed Action would support the growth envisioned and planned by the city of Renton for the Port Quendall redevelopment area in its Comprehensive Plan. The city has zoned the Port Quendall area for dense urban mixed-use transit friendly development. The level of growth planned by the city would allow redevelopment to occur at a level that would make cleanup of the brownfield area economically viable. Redevelopment at the level planned by the city would have other significant economic and environmental benefits, including the creation of jobs, and the restoration of sensitive shorelines, wetland areas and critical salmon habitat. For purposes of analyzing cumulative impacts under the Proposed Action, the analysis assumes redevelopment of the Port Quendall area as planned by the city of Renton, including cleanup of the brownfield area. The technical analyses address cumulative impacts that would result from redevelopment 21-1-09054-009-r1-final/wp/mgi 25 21-1-09054-009 SHANNON&WILSON,INC. of the Port Quendall area, the Proposed Action, and other planned transportation projects in the vicinity. Land use assumptions for the cumulative impacts analysis are discussed below. The assumptions represent the maximum (worst case) traffic trip generation that the city allows. Assumptions regarding the possible future I-405 improvement project(s) are described in the Transportation discipline report. 7.1 Assumptions for Cumulative Impacts Analysis The City of Renton Comprehensive Plan designates the Port Quendall area for redevelopment of a mixed-use center. The Proposed Action would provide operational reliability and a reasonable level of service and contribute to enhanced livability of the mixed-use community to be served by the interchange. The Proposed Action would also provide the additional capacity and transit/HOV access to the city's street system that would be necessary to meet vehicle travel demands associated with redevelopment. It would allow for a transit-oriented, pedestrian friendly community. The Port Quendall area is composed of Quendall Terminals, a former refining facility that is currently used for log sorting and storage; Barbee Mills, a lumber mill that is currently operating; Pan Abode, a cedar homes manufacturing facility; and the Baxter property. The Port Quendall area is designated and zoned for Center Office/Residential (COR) use in the city's Comprehensive Plan and Zoning Code. The intention of the COR designation is to create a compact, urban development with high amenity value that serves as a gateway to the city. Flexibility of use combinations and development standards is intended to encourage redevelopment in the COR zone. Consistent with the intent of the COR designation, redevelopment on the Port Quendall area would include creating a mixed-use community with public amenities and recreational opportunities. However, the ultimate level of buildout of the Port Quendall area will be constrained by many factors, including setback from the Lake Washington shoreline and from May Creek, wetland creation and the number of vehicular trips that can be generated by the future redevelopment. The level of development set out below represents the maximum level (worst case scenario) of transportation impacts that will be allowed by redevelopment of the Port Quendall area. Planned residential uses on the site would include apartments and/or condominiums at varying heights and densities. A mix of office and retail development would also be featured at varying heights and levels of intensity. The specific location and degree of these individual uses would be determined by market conditions and are not known at this time. The following approximate maximum level of development is assumed for purposes of analysis of cumulative impacts: • 1,350 residential dwelling units. • 69,679 square meters (750,000 square feet) of retail/service/cinemas. 21-1-09054-009-r1-final/wp/mgi 26 21-1-09054-009 SHANNON WILSON,INC. • 111,486 square meters (1.2 million square feet) of office. • 300 hotel rooms in multiple hotels. • Parking, located primarily within structures. It is intended by the city that ultimate buildout of the redevelopment area not generate a greater number of total vehicle trips than the number of trips represented by this analytical example of land use mix. Actual buildout may be less intense, with fewer trips generated. However, it is intended that this analysis includes a "worst case" of maximum possible trip generation for the secondary and cumulative impacts analysis. Parking (primarily in structures) would be provided throughout the redevelopment area. Redevelopment would be distributed among all four properties (Quendall Terminals, J.H. Baxter, Barbee Mills, and Pan Abode). Open space buffers and passive recreational opportunities would be provided along the on-site sections of the Lake Washington and May Creek shorelines. Pedestrian and bicycle paths/trail, and public gathering places would also be provided. Two local connections with I-405, one from NE 44th Street and one from SE 76th Street would provide access to the local street system that would serve the mixed-use community. The redevelopment would incorporate bus transit and pedestrian supportive design and implementation measures. The city of Renton is planning for development of a passenger-only ferry service facility on the waterfront of the Port Quendall area. The existing dock on the Barbee property would be improved to accommodate this service. Dock improvements may include the replacement of bulkheads. Redevelopment assumes that cleanup efforts would be completed for the contaminated portions of the Quendall Terminals, J.H. Baxter and Barbee Mills properties prior to full redevelopment. Because the Pan Abode property does not contain any contaminated area, no cleanup actions would be required on this parcel. Shoreline/habitat features, as required by the remediation process, would be restored along a portion of the Lake Washington shoreline prior to redevelopment. 7.2 Cumulative Impacts Cumulative impacts include impacts from the Proposed Action that, when combined with neighboring projects, may lead to a cumulative effect on the environment. No groundwater- related cumulative impacts are identified. 8.0 No Action Alternative The No Action Alternative includes minor transportation improvements in the vicinity of the I-405/NE 44`h Street Interchange. The No Action Alternative includes some widening of existing ramps and roadways, which would involve some regrading and fill embankments. Mitigation for the No Action Alternative would be similar to but less than those required for the Proposed Action. 21-1-09054-009-r 1-finaUwp/mgi 27 21-1-09054-009 SHANNON 6WILSON,INC. 9.0 Preparer Information This discipline report was prepared by Scott Bender, a senior associate with Shannon & Wilson, Inc. and manager of the Groundwater Group. Mr. Bender is a Certified Groundwater Professional in the State of Washington with over 15 years of experience. His expertise includes hydrogeologic investigations for basin water budget analysis, groundwater supply investigation and exploration, modeling surface water/groundwater hydraulic connection, Wellhead Protection Programs, and other water resource applications, such as the effects of contaminant spills on ground and surface water systems. Mr. Bender can be contacted via e-mail (sfb@shanwil.com) or via phone (206-695-6793). SHANNON & WILSON,INC. <kZ C,r<in� W . 1<_/31/02. ti t�j Scott F. Bender, C.G.W.P. Senior Associate MAN:SFB/man 21-1-09054-009-r 1-finaUwp/mgi 28 21-1-09054-009 SHANNON 6WILSON,INC. 10.0 References Washington State Department of Transportation (WSDOT), 1995, Highway runoff manual: Olympia, Wash., Washington State Department of Transportation Report M 31-16, 1 v. Yount, J. C., and Gower, H. D., 1991, Bedrock geologic map of the Seattle 30'x 60'quadrangle, Washington: U.S. Geological Survey Open-File Report 91-147, 37 p, 4 plates, scale 1:100,000. II 21-1-09054-009-r1-finaUwp/mgi 29 21-1-09054-009 a n a a }pp� II 1 G M� W Lw LJ r-, I � i_ Ii i L_! -i I r , LI ' I i-, Li I I I__J SHANNON 6WILSON,INC. APPENDIX A ECOLOGY WATER WELL AND RESOURCE PROTECTION WELL LOGS 21-1-09054-009 Tile ort;tnal and?list Copy with Departtn®nt of licotogy WATER WELL REPORT �►,�p .t6u l#o. _:.�. second Copy-t?oner•s copy Third Copy—Driller's Copy STATE OF WASHINGTON Permit No. .... -_ (1) O WNEB: Name.. .. --- - - -----.. .. -- Address 1L_._`.... WELD ' —T(2) LOCATION OF it�y�+4�_-% see :> 3carind and distance from aectioa or subdtvtslon corner �T7�?t�"��� r ! /�1�1, �'5 w 75 (3) PROPOSED USE: Domestle (R/Industrtal ❑ Municipal ❑ (10) WELL LOG: IrrtgaUoe ❑ Test Well ❑ Other ❑ Formation: Describe by color, character size of material and structure,and shop thickness of aquifers and the kind and nature of the material is each stratum pexeimteQ, unth at least one entry for each change of formation. (4) TYPE OF WORK: O A ory�inrtbone)f .. !er -- MATLRIAL TROY TO New well ethod: Dui 7_74M',� d ❑ Deepened � CableDriven ReconditionedQ Rotary❑ Jetted ❑ (5) DIMENSIONS: Dtametes of well ...----D....... .-. chit. Drilled--. --.9..._.1t. Depth of completed well - (6) CONSTRUCTION DETAILS: — Casing installe(h—_...__- Dram from ----•---- ft. to _.-_-- n. 74 Threaded ❑ -" Dlam from _--•--_-- ft, to ---- ft, Welded C� - __" Dlam. from _..Q..._ ft. to _, ft. Perforations: Yes❑ No)( Type of perforator Bused_ -------_—...__....--�—_-- S= of perforations - in. by __..__..__.— in. - perforations from —_---- ft. to ____--- ft. perforations fma — ft. to -_ ft. -perforations from _ ft. to ----- ft. Scree= Yea ❑ NoX Manufacturer's Name Tyke Model No.- Dlsm. _-- Slot size from —— ft. to ft. Diam. _— slot time from ft to ft. i Gravel packed: Yes o MA Size of gravel; Gravel placed from ft.to —fL Surface seal: Yes k1 No Q To what d _—_-- fL Material used in seal—�_A,�--�-�------- Did any strata contain unusable water? Yes❑ No❑ Type of water? Depth of strata_._ Method of sealing strata od (7) PUW: Manufacture •a Name Type: _r,£. t. (8) WATER LEVELS: Land-surface elevation above mean sea level.... static level --I;.._1 _-—fit.below top of well Date....... - Artesian pressure ._--__-.. —lbs. per square inch Date Artesian water is controlled by --------------------_--- (Cap, valve, etc.) (9) WELL TESTS: IDowex d�belowststoaticile water level Is Work started-Y�.�, 19-�i] Completed. -,1fl Was a pump test made? Yes ❑ No 0 If yes,by whom?..............._._.._...._.... Yield: {/1 gal./min.with ft. drawdown after hrs. WELL DRILLER'S STATEMENT- This well was drilled under my jurisdiction and this report is true to the best of my lmowl-dge and belief. Recovery data (time taken as zero when pump turned off) (water level y measured from well top to seater level) Time Water Level Time Water Level Time Wafer Level NAME.-. /....._.. . 1.... .. ......... .f%�_.��..i. (Perso , firm, or corporation) (Type o print) --•----•-------- -------.._.......... ...................--- ......................-...............---------•- _.. ...................r..................-•---_........._.... ............... ....................... Address--- .. ..�Q_`�"'_... .... 7�� �'.C._G....�.�-------- ................ .--- ---------------I---- -------------------------.... ................................. - t'ate of test ------......_..----..._... - s �- Bailer test_-----------gallmin. with..—_--.St. drawdown alter_...----•----hrs- ( ell Driller) Artesian flow-----_--•-------.--_---jpm. Tcrr.perature of water.-.._..____Was a chemical analysis made? Yes❑ No❑ License No...0..L. ..l..................... Date.-.- �J.�/..., 19.7i (USE ADD1710NAL SHEETS IF NECESSARY) � .� 343 "-71) I p Ito `i iFU= p� p _ WATER WELL REPORT UNTO E wea Uxe —Drt�.re STATE OF WASHINGTON wear"Pawl�q_SE— 9 g G 4�p y O4VT�ER: . f rc�,�, sr n - ,�.. s (2) LOCATION OF WELL: omrey C (N9 5_14 1M Sw .ZSI' T N-R_L�wY (2a) STREET ADDRESS OF WELL(or reer pL .SE 4t StyCYr Li (3) PROPOSED USE: ❑ Dwr-ac trldustrial ❑ Lkrwcipal ❑ (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION ❑ lrn *w TM Woo ❑ cow INCfern edon: Deeoee by cob.d�wacW.aL-e of maswtal and ssuclun.and Yww 7iidv+est d amen ❑ DewaNr re tr»kind and rat m of the malerW ti each seaern pww"tsd,with IN least one vVy b"& (4) TYPE OF WORK: 0--s-Mber of-"W dwange of nlomnanon. �J (I mom ttun one) WtTER1AL fAON TO A�ndoneC'Y Naw well ❑ W1 d: Duq Bored O Deepened C CaNe Driver LJ ,v O ♦ Q, p Pacondrooned Rotary Jetted`/ -- 4 (5) DIMENSIONS: Dwwe-r a well 3 rc3 es. O r.r✓� C9 ', Driaed feet Deptl,or completed wet R G C rO _ (6) CONSTRUCTION DETAILS: r n I Casln9 lnsutled: tom Welded .t IL to � IL g Threaded ❑ lkam.tom R to ILParforsefons: Yes ❑ No Type of pertrab used il.`'FO�.! Ito SIZE of perloratbns t1.by WL perbralms kom R b R• So pertorabom tram R ID R perbrabore tom R to R Sorsw : Yea❑ No Maiulacbx9es Name Type A1ode1 No. Dart_ Slot size tom R so—It Diem. Slot sae torn R tc R Gravel packed: Yes ❑ Sae of gravel CYavel placed Imm R to R Surface seal: Yes ❑ No 2" To chat dow R _ Mawrfal used in seal DAd arty strata contac axnable wafer? Yes ❑ No❑ Type of water? Depth of sti Nedvd of seafng strata of 1 M PUMP: !twvachxers Name --Type. — HP. l (8) WATER LEVELS: Lod-solace elevab- Worts Stoned — S .19. Comgbled s �7above mean sea level R .. Stacc level .1 R bebw lop of well Date — Ar»sAar,resav+ be per swan ndr Dar WELL CONSTRUCTOR CERTIFICATION: Anesmn wale,is wraosed by 1 constricted and/or accept responsb irty kx construction of tr w a" we r ac compliance with all VtdshkVton well constrwton Standards. Ltalwr .nee arse the informabon reported above are true to my best knowledge a.-c ter: (9) WEU. TESTS: Drawdown is&ro,"water a lowered boLow static bvel tKas a G+XT9 Pas!made?Yes❑ N.9 11 yea•by wh=1 NAME �� I-'.S Qf� �r J ��' �c_/1.L Yield: g jrrwl.with R dre down after hes. ( ?-*+T) " Address 1 ! W S !f�j�$�`')4 L.P Se. )IQ o Li 1 `A.J Rocovery data(Erna taken as Zero when pump krned on(water level measured from well ( "` r - e NO O Z >vb water ievvo Tore Water Levei T1me Water Level Time Waw Level Corroacws --- ----- — (USE ADDITIONAL SHEETS IF NECESSARY) Data of talk ;eat _gal./ R hm finest mlrt wALh stem sot at�aor_ ors. EcoI is an Equal Opportuniky and Affirmative Acton efrlployer.For spe- Aeaesian now gL cial aaconmodation needs,contact the Water Resources Pr,gram at(2061 Date _ _ T:v ge a:u,e of Ovate vtizs a&*I.C_A e aye s *ands Yf- I I No [] 1 7 iFrnr.TT10 TCC numCcx 41 nr6)407-6006. File Original and First Copy with WATER WELL REPORT Application No. ..... Department of Ecology Second Copy-Owner's Copy Third Copy-Drillers Copy STATE OF WASHINGTON 8ermit No. _(1) OWNER. Nun. - UK �2) LOCATION OF WELL: county....................k.t.��/p—..._-- _._.._.. - - ---_ .7�:._�a . � secs?-�T .. >; `1 B_e_iring and distance from section or subdivision corner (3) PROPOSED USE: Domestic X Industrial Q Municipal Q (10) WELL LOGbe : Irrigation Irrigation Q Teat Well Q Other ❑ Formation: Ra o t icicnDeu of aquifers an color,d the kind anaracter d onatur material e material to structure,and e 11 stratum penetrated, with at least one entry for each change of formation. 4 TYPE Owner's number well FROM TO ( ) OF WORK: (if more than one)).... ............ .- - MATERIAL --❑ New well ❑ Method: Dug Bored p bA N d o�J Deepened ❑ Cable ❑ Driven Q --- -- f Reconditioned ❑ Rotary❑ Jetted ❑ (5) DIMENSIONS: Diameter of well ..... -.. inch"- _ -- -------..._.ft. Depth of completed well. _ St (6) CONSTRUCTION DETAILS: Casing installed:,#.# Diam. from ..---...___ ft. to Threaded ❑ -- " Diam. from --------- n- to - ft. Welded ❑ Dlsm• from ---------- ft' to ---' ft' N1� I46 Perforations: Yes❑ No Type of perforator used...............--._._..------__�--_ SIZE of pe orations _.__. _ ___.._...... by - in, -------- _ perforations from ft. A\1 -- -- perforations from _ _._.__--- ft to n• to --- perforations from ._....__---- ft.to n Screens: Yes❑ No Q� Manufacturees -- Type - Model No Diam. slot size ___._. from __-- to !t. Dian. — Slot size ...._ .- from - ft. to rL _ N Gravel packed: Yes ElNOR size of gravel: Gravel placed from __.. / ft.to _--- --ft. Ellf /' Surface Seal: Yes ❑ No 91, To what depth? ---- ft. Material used in seal_._._.....--..-- ---.........._---- ------ Did any strata contain un ble water? Y ❑ No❑ Type of water?_-.-.___-.•.- _-...- Depth of str ---•-- ~ Method of sealing stra off_......-.------••--- (7) PUMP: Manufa is Nane...—_. .-•------ -- Type: —..._ --- __ _f- -_ --_ H]' -- . (8) WATER LEVELS: aboveLand-surface a level -ft. Static level -.--_7 -----............ft. below top of well Date----• ---- Artesian Pressure - --- - -- -•-.1bs. per square inch Date-- —.-- (Cap.valve, ) Artesian wat is controlled by............---___-_. -- (9 WELL TESTS/ Drawdown is amount water level is ) W lowered below static level Work started-a5�17-- Was a pump test madef Yes Q No❑ it yes.by whom?-----,----------- Yield: gal/min• with ft. d 4�wdown after / brs. WELL DRILLER'S STATEMENT: " This well was drilled under my jurisdiction and this report is true to the best of my knowledge and belief. Re/d. (time taken as zero )#hen pump turned off) (water level ��) 1rom well top to watet level) NAM }B.'D... ► i N CQ------e)ZLevel Time Water Level Tfine Water Level �i++���++ (Person, fm, or corpo tlon) (Type or print) !....._.............-........... -•-- .. ... ......... ........ .......... .............. .•----...__.._...------ Address .0.Z .__ .�.�._ .. _lc _-, i J.-..... ................................... ... -------------•-------- - tfDate of teat ..._........ .......................... [Signed]. __ .�_.._. . trn�.�/. _...fl../..�i./.':. .......------•------•-Bailer test...-•- in. with........_ drawdownArtesian flow.. - -----....... .. .-- -" -- - oQ� 7 ....................Date--Temperature of .........Was a c� ical analy made? Y ❑ No❑ License No...... (USE ADDITIONAL SHEETS iF NECESSARY) , soomw copy—Owre Coy STATE OF WA TON Tteird Copy—Driers Copy wet«Rlght Pon Mo- f tl OWNER utrm�. Q Z Qn.i rV n ae�e.■ 1���O $� �� R t QL/ ��-r�e OCATION OF WELL cowitr —� xx Sec T, L1L. «`0 4 S t! 'STREET ADDDRESS OF WELL (or sorest sddresa) a ra (3) PROPOSED USE: Domestic lnoustrial C Municipal ❑ (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION Irrigation Dewater Test Well L Other Formation. Describe by color, charade. Situ of met" end strvctw+. and Show thickness of aQrriffera and the kind and nature of the matensl w each strstws penetrated, (4) TYPE OF WORK: Owner's number of wed with at teas,one entry for each change of alormation. Df awre thas one) NATIMAL Ftsoal VO Abandoned O New Weill Usidod: Dug ❑ Bored 0 S— O Deepened Cabo ❑ Driven ❑ Reconditioned Rotary Jetted ❑ ro. q S 1 (5) DIMENSIONS: Diemeter of well --�� � ��inchea. V- Drilled c$ feet. Depth ofcorrp w __y lotedefl ^�—tt• L4 (Y C (6) CONSTRUCTION DETA": 4 Casing Instatl�d: Dram from• �s 7 n.to n. ter,S Welded Dram.froas n-to n. ' Lirwr installed❑ Threaded ❑ m.lro� n.to n. I Perforafior►s: Yq do Type or perforator used SIZE of perforations in.W k RECEIVED peAorsoons hors ft.to ti parforatlona from ft.to 1< perforations from ri.to R scroons: Yes No DEPT. OF ECOLOGY I Marwfacturses Name Type Model No. // D;ars Slot ^^ size (ream n.to n. 1 'arm Slot$ize kOw fL 10 n. 4 ,>irave!packed: Yes No Siizo yyrrvel Gavel placed tiara (� X 10 ft• rf Suace seat Yes k P No❑ To.nn depth? Material used in Beal_ _tt;• �� y��Q / Did any strata contain unusable water? YqE Nos Type of water! Depth of strata Method of sealeng strata oft — (7) PUMP: Manufsct tor ar's Name Tom. H.P. (8) WATER LEVELS: Land-wAace elevabon above mean sea level _ ri. Static level ' G. ri-below top of wen Data Artesian pressure lbs.per square inch Date Artesian water is controlted by — (CaD.maresm etc)) ,O —.Ig�3 Work s:aned — _J_D—.t9. Com ted (9) WELL TESTS: Drawdown is amou water level,s lowered below static level Was a pump lest made?Yes IJ No�nt ryes,by whom?__ WELL CONSTRUCTOR CERTIFICATION: View: —gal./min.with fL drawdown after hra. I constructed and/or accept responsibility for constriction of this wet,. — —•• and its compliance with all Washington well construction standards- - .. — Materials used and the information reported above are true to my best Recovery data(time taken as zero when pump tuned off)(water level measured knowledge and belief. from wen top to water level) Tone water Lever Trms wa•w L-Vi Trrtr Water Lnel (PERSON.Faa�L lr OR COW'DRATIOH) ./ T✓E OR PPJ r)8— —— --- Address —L 0[ L-- Date of test --- -- (Signed) \`/�T cwtlL2 No.__alter test_ gal./sin.wdh ft dravdown after tvs. ERA__�icense �. Cor,trador's r Airtast�� gal./min.with stem eel at__.21_=n.for_�/��Zhrs. Reg�,1J,f t�-Qp may. f'�'j/f'Tate �`� 19 No Artea+anflow __-- g-0ss- Date Temperature of waver-- Wass chem.calanahysis made? Yes❑ N.W (USE ADDITIONAL SHEETS IF NECESSARY) 1* rile original and First Copy w10 WATER WELL REPORT APPUcesiM MO. Department of LrcoioCY Second Copy-pw'ner's Copy STATE OF WASIMNGTON Third Copy -Drtller'a Copy Permit .... _- (1) OWNER: - - ......-. ---- -.._._—._.... Name-- -- -------- Addren (2) LOCATION OF WELL: county--------- ---- -- !�/� sec��a T/ x. 1t`� wx _"` _ _ 3�- and dlstance from section or subdivision corner 18 WELL LOG: (3) PROPOSED USE: Domestic Industrial p Municipal O ( ) Irrigation i] Test Well Q Other 0 Formation: Describe by color,character size of materW and strvcturt- tnc sAow thickness of aQu 1(era and the kind and nature of the material is east stretxne penetrated, h at least one entry for each charge of form (4 TITE OF WORK: Owner's numthber of well TSRIAL rR01I To ) (if r[�ore an oat).... ..........._.....................- New well mob[❑'{ Method: Dug O Bored 0 Deepened Cable Driven 0 -- Reconditioned 0 Itotat7 O Jetted ❑ (5) DIMENSIONS: Diameter of well ..._--4/1-----.--- inches. Drfl3ed....�SL_._-it. Depth of completed well-..1...y-c�_.._.. ev st O G (6) CONSTRUCTION DETAILS: Casing installed: _----" Diam. from _......--- ft. to ----------- ft- Threaded 0 " Dlam. from -----n-._ ft. to Weldedg -" Diam from -_-u._ ft. to Perforations: Yes p No)?, Type of perforator Ustd _ ----.-.--.-.-------- SIZE of perforations in. by -- -- In - perforations from ---- ft. to '*- perforations from ft. to _ fL perforations from - ft. to -- fL Screens: Yez V No D Manufacturer's Name —� Model No SUA size from ft. to fL Dm. � slot airs ._L7L tl osn ft_ to L ft Gravel packed: Yes O No j size of gravel: - Gravel placed from ft.to Q-- fL Surfacesea k Yes No O what depth? ..- Material used in seal- - ___.-- Did any strati contain un a water? Yea Q No� _ - Type of water! - Depth of strata_---.--.- : Method of sealing strata off_ ----------- -- (7) PUMP: Man 's Name Type: (8) WATER. LEVELS: band-surface elevation � f1CpL RT#e� above mean sea level.... ___---77-- Static level _._1 ---------n• below top of well Date.. l!-_- Artesian pressure lbs. per square inch Date------.....--------- Artesian water is controlled by-------------_----------------•-------- (Cap, valve, etc.) Drawdown is amount water level is pp (9) WELL TESTS' lowered below static level Work 19!_ Completed. 19 Was a pump test made? Yes D No U yes. by whom?-----------.- -...-._-..--- Yield: gal./min. with '\ ft. drawdown after hers- WELL DRILLER'S STATEMENT: " This well was drilled under my jurisdiction and this report - true to the best of my knowledge and belief. Recovers data (time taken as zero when pump turned oft) (water level 1 /v P measured from well top to water level) NAt .-....! . ------ Time �J - ..... .. ....._... Water Levet Time Water Level Time Water Leven (person, firm,or corporation) (Type or�pprinn,tom .........-.............._._._...... ...............•--•-•..............__ --- Address................. -- _.................. - t ___ . ...-. .�.... ...........................•-•-•----•-- ......... ........Date of test ISigned1-----... , Y- ... - .......... - Bailer test.--..rz�i.$alJmin.with-_fC ._�t. drawdown after- .._ hers. (Well rillez) Artesian flow..--- -.—_-_.g.p m. Date..........---- - ---- - — J C Was a chemical analysis made? Yes O No� License ............. Date...../�- -- 19-A Temperature of water...._....-_. Y cE �O�ITIO A' curr^< err NECESSARY: Fore Orlj*W and Fk*Copy wtfh f3 m Card No. 11123 Depor'trrwrtt of Ecology WATER WELL REPORT UND04 E WELL I.D.of Th`ond APT—Dorr"r'Copy Copy—Orlp STATE OF WASHINGTON S 3Z rd er•Copypy TM WOWRgIX Ferret No. _'4) OWNER: Narrv-�LAZffgTAJ ILOCATION OF WELL: Cav+r_-Il L�1la ��[,r�/�tN s.c _T� ►� A,4��w­A& (29) STREET ADDRESS OF WELL car nease adbeesl g rS Y /�N L SF (3) PROPOSED USE: p DO—tic idustrtal C Municpal p (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION C Dewata Test Well E Othw Q Formation Desaft by Color,owacl r.rue of rr4l l and Mucture,and show rociv,eu of apaters and n»krhd and Fee"of ttv mawal Isasf one entry lor each (4) TYPE OF WORK: Owner's number or wM ew"of rftr ,aaon yyry (If more than one) fti011 Abandonedt ^�New we Method: Dug'� Gored WtTEXAL To Deepened C Cable DnvenZ Recv,d'Doned= Rotary = Jetted--, 6�* (5) DIMENSIONS: Dhameter of well rhC+es. Y Drilled feet- Depth of compieted well fl (6) CONSTRUCTION DETAILS: Cu s w� Casing Installed: Dam.fr tL b It wekfed Dam from ft.to A Liner installed u Threaded O Dam.from 1L to IL Perforations: Yes❑ No Type of perforator used j ✓ SIZE of pwforauoru in.by ik perforations from R b R. perforators from fL b tl pwioratSone from IL b R b Screens: Yes❑ No Manufacturer's Name 4 , Type Model No. INg -Sari _Sot size from 1L b IL Q Awn- _Slot site trom It tD 1L J �� LO Gravel pecked: Yes ❑ No Stza of gravel Cvavel placed from R b R Surface seal: Yes No❑ To what depC7? f7 i Material used in seal Did any strata contain unusable wafer? Yes❑ No r Type of watw? Depth of strata Method of seating strata oll �. (7) PUMP: Manufacturer's Name r, Type: H.P. (8) WATER LEVELS: � Q Stax Wool IL below 4 of well Date Artesan press+we tps per square inch Date Artesan water is rnntroaed by WorkS7arted — - t9. Completed_ __,,9 (9) WELL TESTS: Drawdown is amou level a lowered below static level Was a pump test made? Yes El M yea,by whom? WELL CONSTRUCTOR CERTIFICATION: Yicld- gal.lmin w1h R drawdown after hm I eyed and/or accept responsb lity for construction of this well, and its .. ,. cornprance with aA wasth.Von well construction standards. Matenals used and the iniormaaboon�reported 'aabbove are true to my best knowledge and belief. Recovery data(t m fu e taken as zero when pu rp med on(Waterlevel measured from well NAME /e- tDQ to water levsl) ---r--/- (?ERSOR FPo/.OR AJiVSIQIQ P—n WSW Wa Level Time Water Level Time Water Level Address lip I 4 (W �) 1V81 DWLL.E1� tJC&nSfi NO.jTT� t Date of taet Baser tent qW./mh.wfth IL traet70»m after Trs CorKrac a qeL/mn.wflh szer„so at x b. ►„ 'c r r1" 4 0$?f�z'Data_ 1 ,9 �`f Arusian now 9 un Date era'Lrs or water W"a�,a.,Ca1 arafysla made? r- ❑ too❑ WE ADOMONAL SHEETS IF NECF..SAFJY) w F1#Or+cr~el SAW FYst Cagy w«" �T R ALL R��ART &&I Ca.d lee. Departmevlt Of too" Secoad Copy—Owners Copy STATE OF WASIiINaTON W O Zb 5 Ttwd Copy—ma's Copy water PION pen ast go, -T 1) OWINER: "am* Aderew a I✓ �.•r C LOCATION OF WELL: Cowtty (28) STREET ADDDAESS OF WELL (or nearest address) 2.22 y 41-E 3/ S /C�it✓�'y (3) PROPOSED USE: �t� Industrial ❑ Municipal O (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPnON C Dewatel Teet Wall ❑ Othor ❑ Formation: DesMbe by color, dueracter, size of material and structure, and show thickness of aquifers and the kind and nature of the materW in each stratum partetrsted, (4) TYPE OF WORK: Owners nwabor of wen with at least one entry for each dupe of information. (If"a Mae oM) MATIMAL FROM TO Abandoned C New we11 Method: Dvg �7 Bored ❑ Deepened Cable Driven O /v U Reconditioned C Rotary Jetted ❑ (5) DIMENSIONS_ Diameter of well �7—inches. Drilled feet. Depth of completed well J -+— (6) CONSTRUCTION DET ILS: Casing!ns teed: Diam.from ft.to—R. ,'r,' Yastesed gym.*om�R.toR. Lkw Threaded ' Diam.frog R.to W Perforsuons: Yes No Type of perforator used SIZE of perforations in.by sn perforations from R.to R. perfoatloI%fray R.to fL ontiona frota R.to R. Screens: Yea No Marx focturses Name //- U Type kfodei No ^ Oia Slot size from -5-2- R.t. 7 ft. i Diet. Sint size frota R.to R. Gravel Packed: YesLJ No a of gravel Gravel placed from R to W Suriaceseak Yee o❑ Towtut epth? . ,C R. Material used in seal Did any strata contain unusable water? Yee❑ No Type of water? Depth of strata Method of sealing strata off (7) PUMP- µa adurer's Name T Type �Z '-_-r/A/O ,1p (8) WATER LEVELS_ Land-surfacaelev.ttotl abovs mean sea level R. Static level R.below top of well Date / .2 7 y Artesian pressure lbs.per square inch Date Artesian water is controlled by p,valve.Nc Work started ,19. Completed - ,19_ (9) WELL TESTS: Drawdown is a t water level is lowered below static level - Wasapumptestmade?Yea❑ ffo nyes.bywhom? WELL CONSTRUCTOR CERTIFICATION: Yield: gal./min.with R.drawaown after hrs. I constructed and/or accept responsibility for construction of this well, and its compliance with all Washington well construction standards. " Materials used and the information reported above are true to my best Recovery data(time taken as zero when pump turned off)(water level measured knowledge and belief. from wen top to water levee Tine wetert_evN rerw WeterLsrel Tune W.terte.el (PERSON,FIR/A,OR CORPORATION) (TYPE OR PRINT) --- -- Address Date of teat / (Signed) ' Sailer feat -.. i(1__gel./min.with_2 R.&awdown after_ hra. (WELL DR1LLEM Contra is J� Airiest gal./min.with stem set at —R.for two. Reg Arteaianffow rn. Date No./3Ile I �� Temperature of water Was a chemical analysis made? Yoe No❑ 1 (USE ADDITIONAL SHEETS IF NECESSARY) ECY D5o,-zo (10 an -1329 File Original with WATER WELL REPORT Notice of Intent q C_ Department of Ecology Second Copy-Owner's Copy ''STATE OF WASHINGTON UNIpUEI I.D.N Third Copy-Driller's Copy Water Right Permit No • • �C J -Z ' ti) OWNER: Name__ Zc,� QiCY �r�s� �t✓. 2 Address_ �Q r PL. N�� /5C-Me I (2) LOCATION OF WELL:Ctrunty �L- , ��1/4 114 Sec T N.R. .S7L WM �— 't (2a) STREET ADDRESS O�FnWELL:(or nearest address) _f_C �- S ) 1 I C- /- L S C �� �-- f L TAX PARCEL NO.: J r►�to 0 L-L, ) ` C23 G IC< - L L R (3) PROPOSED USE: Domestic = Industrial Municipal (10) WELL LOG or DECOMMISSIONING PROCEDURE DESCaroTL0W _. Irrigation = Test Well ther Formation:Describe by color.character,size of matenal and structure.and De Water the kind and nature of the ma:enal in each stratum penetrated,with at leas (4) TYPE OF WORK: Owner's number of well(if more than one) one entry for each change of nfor-nation.Indicate all water encountered. New Well Method. MATERIAL FROM TO Deepened = Dug Bored Reconditioned - Cable =Driven c' Decommission Rotary - Jetted G M ►.mot ct%-, (5) DIMENSIONS: z�-eler of well r-es i f e t O Dulled feet Depth of completed well ft Q ( h G S 1 LJQ !�+ (6) CONSTRUCTION DETAILS r Casing Installed: e- Welded Diam.from to ft. Liner installed Diam.fr ft.to ft = Threaded Diam.from ft.to ft. -1-0 �- Perforations: =Yes _ { ! I Type of perforator used j IO(., SIZE of perforations in.by in. ) perforations from ft.to ft. F Screens: =Yes r o K-Pac Location Manufacturer's Name Type Model No. t. Diam. Slot Size from ft.to —ft- Diam. Slot Size ft.to ft. Gravell/Fitter packed: _Yes ❑ ❑Size of gravel/sand �V Material placed from fl to ft. Surface seal: L-Yes ❑ To what depth? ft. Material used in seal Did any strata contain unusable water? ❑Yes n No Type of waterl Depth of strata Method of sealing strata off (7) PUMP: Manufacturer's Name Type: H.P. i (8) WATER LEVELS: Land-surface elevation above mean sea level ft Static level 1 ft.below top of well Dates - Work Started� (Completed - 7 Artesian pressure lbs.per square inch Date__ Artesian water is controlled by (Cap,valve,etc.) WELL CONSTRUCTION CERTIFICATION: (9) WELL TESTS: Drawdown is amount water level is lowered below static level I constructed and/or accept responsibility for ccnstrucbm at s+R--e am t compliance with all Wash Was a pump test made? =Yes C No If yes,by whom? wigton well construction sarees -06~. a and the information reported above are true to my CeS Yield: galJmin.with ft.drawdo her--hrs. Yield: /)T �� se oalJmin.with ft.dr own after_ hrs. Type or Print Name a r<C�( No. Yield: oallmin.with drawdown after_ hrs. (Licensed Driller/Engineer) Recovery data(time taken as zero when pump turned off)(water ti vel measured from well top to water level) Trainee Name �License 1 No. -12 Time Water Level Time Water Level Time Water Level Drilling Company GU L/n r'1 1 -,- crs. — —__-- -- (Signed) License Na CJ ( seQ_Dril er/Engi Address �1J-��i �\ (.Q ?✓ �- �.J Date of test _ -- Bailer test Amin.with ft.drawdown after hrs. Contractor'sContractor's Airtest alJmin.with__ ft,drawdown after _hrs- Registration Artesian flow g.p.m. Date- (USE ADDITIONAL SHEETS IF NECESSARY) Temperature of water_ Was a chemical analysts made? C Yes =No Ecology is an Equal Opportunry and Affirmative Action employer. For speNa' acco.mmodatior. needs. cor:z- :!,e Water Res•D.rzes Program at (2601 407 eo*"copy-4M+/s 00" STATE OF W TOM ~ wrd Copy—Orfor s Copy water Fhg" ►WIMA fso U OWNER: x6m► Z uJ .a S O e OCATION OF WELL Cohrhfy j!::!; �� ®t '� TREET ADDORESS OF WELL (or sweet addresa) l S a/� a' 3) PROPOSED USE: C-' Domestic lndustriai C Municipal O (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION Irrigation DeWater Test Well E: Other Fo matiom: Describe by color. character. sae of Matt ial sad strvctvm, and show lhiduwas of sprites and the kind and nature of the materiel is sad+straters peretrsted, (4) TYPE OF WORK: Owner's number of well with at Mast one:nary for each ch&sge of nforma6on. Of abort than one) wTBMI FROM TO Abandoned❑ NOW wed � Meftxt Dog ❑ Bored ❑ ;— O Deepened Cabe ❑ Driven ❑ Reconditioned Rotary Jetted ❑ (5) DIMENSIONS- Diameter of wail inches. Dr W 1 5"Q—feet. Depth of completed wefl—a9:!S--R. t6) CONSTRUCTION DETA)i_S: ^� Q Ca-sling lnstatl4d: `� Diam.frors 11 7 h.town- p fir.c P Welded Dum.tore tt.to Li er inataaed❑ ThYeaded ❑ re.from ft.to tt. Psriorauons: Yss No Type of perforator used SIZE of perforation iL bir k Perforations Own tL to R perforations hoes ft.to it Perforations frown ff-to IL scream: Yee fio CIEPT. Of E M My Mamafactwees Name Type Model No. i Diarm Siot size trio tt.to n- .� Slot sure iron R.to fL Ot irairel packed: Yes No Ly Size agra,,« Gravel placed from IL to ft- Surface seat Yea 0 ,OF-1 To.het dePth7 rialA.-- Mate used in a" b �A.-- 1 e ~/�Q �-/ I Did arry strata tartan unusable water? Ya❑ fyoE Type of water? Depth of strata — Method of sealing strats off (7) PUMP: Manufacterer's Name Tom. H.P 8 WATER LEVELS: Laovetm an s4mli a,*I bon ( ) above mean sea level ft. i Static Tavel ' G tt.below top of weal Date— Ariesian pressure lbs.per square inch Date Artesian water is controlled by cc,o .at,•..rtc n 11 0o - , ,9�3 Work started led (9) WELL TESTS: Drawdown is amovni water level is lowered below static level Was a Pump fall made?YasE_1 No,F� lfyes•by-hom?_ WELL CONSTRUCTOR CERTIFICATION: Yield: gal./min.with tldrawdown attw hrs. I constructed and/or accept responsibility for construction of this well. and its compliance with all Washington welt construction standards. Materials used and the information reported above are true to my best Recovery data(time taken as zero when pump hr*hed off)(water Level me&sured knowledge and belief. from wed top to ester level) Trio Water Lavwl Tma watw.Leer Tme Water Le.N II NA�; o h Aso c.l >�n r 1 r! s �h 1�•-�' . _ ��. �OR p A� O��p Address 19YI37 OJ� �C1�" Osj Date of lest. _ (Signed) icense No.Q -� .ailer test gal./min.wdh_ ft,drawdown after Ms. ER) 1 Contractor's Axteat�� gal./min.with stem set at 31 o n.fa�twa. ne9,i, j t/�i r•y.�O- . ate Artes+an flow "-ra. Data No. —1Q Temperature of water Was a chern cal anatysis made? Yes[I N:Lv (USE ADDITIONAL SHEETS IF NECESSARY) 4t2% Tile original f E nrat Dopy wfits WATER WELL REPORT Appaoatim •. Department of Ecology Second COPY-O-nv's Copy Third Co9Y -Ortller's COPY STATE O(E WASWNGTON Psrast _........., (2) LOCATION OF WELL: county-- =`�— e..; `' T, t � } � fearing and distance from sectlon or subdivision corner (3) PROPOSED USE' Domestic ktu Industrial D lgunlcipal p (YA) WELL LOG: Irrigation D Test Well O Other O l +tSon: Describe by color,character w*acter size of matsr and strvcta+*,d shoes tkickness of aqua))t" and the kind and nature of the materW is « stratum penetrated, u+tth at least one entry for each charge of forte Owner's number of well emu, rROM TO (4) TYPE OF WORK: (if ore than one).... ..........._..._........_.._._ New well Method: Dug D Bor*d Q Deepened Cable Driven D Reconditioned D +r7//D Jetted D (5) DIMENSION Diameter of weu ....._...fP.—..`../inches _ Depth of completed (6) CONSTRUCTION DETAILS: Casing installe(h—_--" Di, . from _.._.__ ft. to __-_-- ft_ Threaded Q / Diam. from -.-��1-1_ ft- to _ 1�1 - ft Weldedo - !�~ Diam. from --4- tt. to ,��f9.- ft. Perforations: Yes D No)?, Type of perforator ns� _-- SIZE of perforations in. by perforsdons from ft. to ft. perforations from ft. to ti Dfttoristions from ft. to !i Screens: Yes)( No Q yLanufacbire's liame� Model No ., Diam Slot size from :2R M to E ' Gravel packed: Yes Q No y� Stu of gravel: _ Gravel placed from ft.to Q— ti- Surface Seal: Yesy No Q o what depth? !-- ft. Material used in seal ^ Did any strata contain unusgme water? Yes Cl No ( Type of water? Depth of strata---- Method of sealing strata Off - (7) PUMP: Man s x —�7 _ r'„ Type: - $ (8) WATER I Land-surface elevation above mean sea level.... Static Ievel _- -- -St below top of Well Date--11-- 7= s Artesian Pressure +`• per square inch Date.-__-•----•-- Astesian water is controlled by - •--------------- . --- (Cap, valve, etc.) I I $ WELL TESTS: Drawdown is mount water level 13 ( ) a lowered below static level Dior}start 1 1 _ Completed. --- Was a Dumb test made? Yes 0 Nog If yes. by whom?.-.---._-----------------— Yield: gal./min. with ''\\ ft. drawdown after hrs. WELL DRILLERS STATEMENT- Yield: ~ This well was drilled under my jurisdiction and this repo true to the best of my knowledge and belief. Recovery data (time taken as zero when pump turned off) (water level y /v ��� P`� measured from well top to water level) N'_�----•• /Yl { •O��---• _........................ Time Water Level Time Water Level Time Water Leve[ (Person, firm, or corporation) (type or print --...... ..-•-•••-•-... -.........--...... •---......_... ........... S, S /]o _ Addriess_-------••.-------- - - --------------------......... .. ._ ... ..- -- ( -•-•--•-...... -------•--•---------------------------- _--_--------------------------------- Date of test -- -- [Signed].-.---•- �' sailer test... ft _ -45- galJm[n. with _ ft. drawdown aer-4--..hm (Well Tiller) Artesian flow.--- -----.g.pm. Date.._......---- ----- — Temperature of water-.--.---.. -..Was a chemical analysis made? Yea ❑ No License No Date.....J.. ." ---• 19 rr NECESSARY, G ft FporUn "' 11 Ecology c°p' '�' WATER WELL REPORT UM«3f WELL LD.I_ D*parBrrM of Ecology Second ��s a� STATE OF WASHINGTON wasse S Z Rigf+c f►armft No. 4) OWNER: Name Sr Addrw / _)r;'LOCATION OF WELL: easy 1 l (2a) STREET ADORESS OF WELL(or rain aoyou) - (3) PROPOSED USE: C C--11C tndustral C Murwcipal O (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION C "&bort C Dawatw Test wN C Olen C �y��ib'loss dto merry wo a menial and swat m,are show tu*nooe a o and(4) TYPE OF WORK: Owner's numt»r d"'� ct,"of Trmyyro (tf Mora than ore) 1tArEnuL Faon To Abandoned New WON VWthod: Dug Bored^_ Deepened C Cable=' Dnven_ Recon6Doried Rotary_ Jetted (5) DIMENSIONS: Diameter of well K+c.'es. Y Dn(W taut- Depth of mmtpfeted weA !L (6) CONSTRUCTION DETAILS: , Lu s� ww' eX�rnc� Casing Installed: Dam.trom- R b x welded Diem.from R to R Liner i tstalbd C Threaded C Diam.from R b R I Perforations: Yes ❑ No LA W Type of perforator used f ✓ SIZE of perforations in.by R peelorawns from R fo R perforariats from R to It. pwfo atfons tram It.fo R y Screens: Yes❑ No Mar%Jacturw's Name f 4 Type Abdel No. warn. Slot sas from R b IL Q .am. _Snot size from R to ft Gravei packed: Yea ❑ No Size of gravel Gravel placed from R.to R S+xtace seal: Yes No ❑ To what deptf)? R Ltateral used in seal Did arry strata contain unusable water? Yes❑ No r Type of water? Depth of strata Method of searing strata oA M PUMP: varwtacturer•s Name Type: H.P. (8) WATER LEVELS: Lxld- e a+evaeon Q abws mean sea$e%* PIA- IL SZatiC$ever a below 4 of wen Date Anesyan pressure bs.per spore ixh Date Amesian water is doled by valve.e+o. Work 5tar'ed — t 9. Comip+eted t 9_ (9) WELL TESTS: Drawdown is Wnou level is lowered below static level Was a pump test made? Yes❑ No' If yes,by wtiomt? WELL CONSTRUCTOR CERTIFICATION: Ya+d: gal.%Min.with R d awdown after I con5tr cW and/or accept respons;t lity lot construction of this well, and its compliance with a9 Y&sh.-gton welt construction standards. Materials used and the Iniormal)on reported above are true to my best knowledge and belief. Recovery data(Cme taken as zero when p;xrq tamed o�(water revel mteasured from worn NAME - /L J �h G� top to water lav* PEasok F6ba,OFt AT70lq Pf;atil Tuna wafer Lsvd 7" water Laval 'r" water Laval ,lddrau D 1 _ (Signed) Lx n,w No.—La� — ref�cFet Date of bast �BalSer fast galJmin.wilt R.&"down afUt hrs. Cor�s is rt now gel/mtirt.wC ;tam yet K X for hs No r r�,r D B 7 w Date_ I�-� 19 g-0m Data ittu a 01 water` was a cf- vat a-'Y"made? `fie ❑ No ❑ ft�SE ADOITICNAL SHEETS IF NE�CEE-,/SARY) from orotial ow copywith �7' R WELL RESORT Otart Card No. ' f 7 Z Departaaewt a Eodoor Second COP''—O.reers COPY STATIE OF WASI-4NGTON W O 210 sr J TT+ed C.00r—Orfers Copy W*r«RIgM Venw+t No. OW ER: kame, 44droaa ,. ;. LOCATION OF WELL Couety (2s) STREET ADOORESS OF WELL for nearoet oddroaa) (3) PROPOSED USE: Dt� Industrial ❑ Municipal ❑ (10) WELL LOG of ABANDONMENT PROCEDURE DESCRIPTION ❑ D*Wat« Test We* ❑ Other ❑ Forrnettoe: Deecrfbe by caw, character, size of material and suvctwo, and 0%ver thick""d aQtxdws and the kind and metro of the asatertal in each*trotters penetraiod, (4) TYPE OF WORK: C+"s—Mb«o wet with of i"at one on"for each duage d lodormatloa. (11"a th"one) taa,TEMAL 1rltOY TO Abal-doped❑ New well Method: Dug Bored O Deepened Cable Driven ❑ /v5, U Reconditioned ❑ Rotary ' Jetted ❑ Jf (5) DIMENSIONS: Diameter of well aches. Drifted !met. Depth of completed wed v r ft. i (6) CONSTRUCTION DET ILS: I Caslny Ins 1)ed: Dlam.horn ri.to n. ...welded Dleiw.horn�ri.lo�a7�R. Lkser hetaae0 ThrNded Dom_from ri.!o ri. Poffofadona: Yoe[] No Type of perforator used SIZE of perforations in.by in perforations from ft.to fL perlorotkwA from R.to fL oratkxls from R.to ft Screw= Yea No VArtutaC'tursra KAM* 17ACV CEPT Type - Alodef No -- Dian _Siol*Ize �R.to�R_ I/ Diem. Slot size tress fl.to fL Gravel packed: Yea No a of gravel Gravel placed from R.to Surface seat: Yoe o❑ To what depth? ft. Material used in seal Did any strata contain unusable water? Yes❑ No Typed water! Depth of strata A4ethod of seaYng strata off (7) PUMP: 7ecrreraName T / Type �•�S/b/� tip (8) WATER LEVELS Land-surfaceelsvat on abov*mean sea level Static level _rt.t»tow top of well Date Artesian preaer Ibe.per square inch Date Artesian water is controlled by � p,vairo.sic)) work started _ — (9) WELL TESTS: Drawdown la e I water level is towered below c stet evel Was a pump test made7Yee❑ llo tf yes.bywhom? WELL CONSTRUCTOR CERTIFICATION: Yield: gal./min.with ri,drawdown attar hra. I constructed and/or accept responsibility for construction of this well, and its compliance with all Washington well construction standards. Materials used and the information reported above are true to my best Recovery date(time taken as zero when pump turned off)(water level measured knowledge and belief. from well top to water!even T,me W.twL*v*1 T"m* watwLav*t Tim* W.I� Le i ,n / NAME �C J (PERSON,FIRJA,OR CORPORATION) , (TYPE OR PRINT) Address Date of test � �!�,� � ^/• /'� (Signed) �� " g�_�License No. � ' 3aile'r test _�gal./min.with _It.drawdown attar__1—his. (WELL OR+LLER) Contra is /J / I//� 7 i� AiAest gal./min.with stem set at it.iw Ms. Reg".�.LrD �`�� �+ �T Artesian now _ g.p.m. Date No. ate__ 19_ Temperature of water Was a chemical analysis madanm? YesA No❑ ,(USE ADDITIONAL SHEETS IF NECESSARY) ECY;,Sp, 20 (10 e» .,�. •« ' .a /Y� �'�'C� l0i(,' File Onginal with WATE R WELL REPORT Notice of Intent 4 C,— Department of Ecology Second Copy-Owner's Copy ` '-STATE OF WASHINGTON UNIQUE W L I.D.N Thwd Copy.Drillers Copy Water Right Permit No tv _ c� uC � (1) OWNER: Name_ TIf, --{-fnI& Cr e t✓, 2 Address f1.0 � t LJJ�N E71 Igo 1 ,✓ (2) LOCATION OF WELL:C,,jnty KI t✓r'i _ _��1/4 1/4 Sec T N.R.^S_�—WM 7 — (2a) STREET ADDRESS OF WELL:(or nearest address) _j C �� S ) 1 i C` 0 L S C �� r-- L TAX PARCEL NO.: 'c✓rto 0 L L'M cT�- � �� — L L f} (3) PROPOSED USE: _ Domestic = Industrial Municipal (10) WELL LOG or DECOMMISSIONING PROCEDURE DESCRIPTION Irrigation = Test Well ther Formation:Describe by color.Caracter,size of matenal and structure,and DeWater the kind and nature of the material in each stratvn penetrated,with at leas: (4) "TYPE OF WORK: Ow-er's number of well(if more than one) one entry for each change of n`ornation.Indicate all water encountered. New Well Method. MATERIAL FROM TO Deepened = Dug Bored Reconditioned = Cable _Driven a �' wcommission _ Rotary Jetted C�i_� (5) DIMENSIONS: a-:eler of well -q es " C-efot o 1 Drilled feet Depth of completed well (ti) CONSTRUCTION DETAILS f �.�4 r- }+ Ep✓ Casing Installed: CJG = Welded Diam.lrom—�to ft. Liner installed Diam.fr� ft.to ft = Threaded Diam.from ft.to fL Perforations: =Yes _ t I Type of perforator used 5 0 "to Ci C) SIZE of perforations in.by in. fy -------perforations from ft.to—ft. . Screens: =Yes oC K-Pac Location Manufacturers Name Type Model No. Diam. Siot Size from ft.to _ft. Diam.TSlot Size ft.to rt. GraveVFltter packed: 7-yes ❑ C1 Size of gravel/sand CV -L Material placed from fL to ft. Surface seal: =Yes ❑ To what depth? ft. Material used in seal Did arry strata contain un tzable water? ❑Yes 0 No - Type of water? Depth of strata Method of sealing strata off (7) PUMP: Manufacturer's Name Type: H.P. (S) WATER LEVELS: land-surface elevation above mean sea level ft [ , Static level ) ft below top of well Dates — Work Started2�+'q 5TAmpleted� 7 Artesian pressure lbs.per square inch Date Artesian water is controlled by (Cap,valve,etc.) WELL CONSTRUCTION CERTIFICATION: (9) WELL TESTS: Daawdown is amount water level is lowered below static level I constructed and/or accept responsibility for construction of this well,and its Was a pump test made? -Yes C No If yes,by whom? compliance with all Washington well construction standards. Materials used Yield: alJmin.with ft drawdofter hrs. and the information reported above are true to my best knowledge and belief. a COT� Yield: aalJmin.with �dr.wd.wn n after hrs. Type or Print Name 9� No. Yield: oallmin.with after—hrs. ('Licensed Driller/Engineer) Recovery data(time taken as zero when pump turned off)(water revel measured from Trainee Name License No. well top to water level) 11 Time Water Level Time Water Level Time Water Level Drilling Company GU Cn. l -- ----- -- (Signed) License No. —_ ( AO.sect-D; er/En' r) Q t�n54- Address UI �L i.Q Q✓ f-OU Q Date of test Contractors u t :J Bailer test in.with ft.drawdown after hrs. Registration N�C)f rNJQ7Q��at= Airtest al�'min.with ft.drawdown after hrs. Artesian flow g.p.m. Date_ (USE ADDITIONAL SHEETS IF NECESSARY) Temperature of water_- Was a chemical analysis made? Yes =No Ecology is an Equal Opporn;ney and Affirmative Action employer.For special 2 oc accommodation needs. coy a- :-e Water Res.-.:rss Program at (3601 407- C os� 33& E24rc` Copy with WATER WELL REPORT ta«� l�,Copy - opy—Driller',Copr — — — STATE OF WASE32iGTON Paratlt No _ -- (1) OWNED: Nuns......(3..L.�.....N.vC-41 f .n..._.........._.......- _.._.._-...._ Addrd......-Scv (2) LOCATION OF WELL: County 1 ,w. ..........- - —... -- —...---.................... u�✓_k 1✓ . s« ._- T_.�'�x.. a--� •x Bayring and distance from section or subdivision corner (3) PROPOSED USE: Domesuc g Industrial Q Municipal Q (10) WELL LOG: Irrigation Q Test Wall Q Other Q rormatlon: Describe by color,chdracter sa sire of material d st--whoe,awl shops thickness of aq fen nature and the kHr�and of thw ewlwte:A ,we�R Owner's number of well stratum penetrated, with at least one entry for each change of_Jormattoa- (4) TYPE OF WORK: (if more than one).... ........._.-..... _ MATiRIAL rltoM To" New well ft Method: Dug o Bored Q n Deepened o Cable o Driven Q t3 Reconditioned o Rry�ota Jetted Q Q Q L) -- (5) DENSIlON�S: Diameter of well .......-�a_- ineha. "� o —� IM � Drilled..-...5 ...._.-ft. Depth of completed well-----------.,5._.(R0_.ft. - --- C.C_ (6) CONSTRUCTION DETAILS: Casing installed:..... o...' Mam. from -�_ ft. to .awft. 1 Threaded Ja nfam. from ._ '..3.�. to -.5(off?ft. Welded f% .---_..... Dram. from ...._..-_.__ ft- to _.-- ft. - Perforations: Yes Pf No o I — Type of perforatorL.1----..—..------- SIZE of Perforations in. by T� in. perforations from ft. to _ACNE.. ft. ---- perforations frean ft. to ft. perforations from ft. to —— ft. Screens: yes o N Manufacturer's N2_ _ t it Type Model No _ Dian. Slot size from _----- ft_ to D)am- Slot sirs _ from —__-- ft to ft. Gravel packed: Yea o Ndly size of gravel: Gravel placed from ft.to --_---ft. Surface Seal: Yes V No Q °hat depth? —._� rL Material used in seaL_L1_ Lr• Giw— Did any strata con unusable water? Yes No-ps Type of water?_-_—_. Depth of strata— Method of sealing strata o[f—_--_-_ -•----_--•_----- (7) PUMP: Manufacturer's -- Type: -- ---- --- — (8) WATER LEVELS: mod-surface elevation - above mean sea level.... Static level -_-_--_--ft. below top of wellT— Artesian pressure —.—........_........—lbs. per square Inch Date Artesian water is controlled by_.-._---_-•-__-._.-__.........—................. (Cap, valve. etc.) (9) WELL TESTS: Drawdown is amount water level Is J Z ;!�-�• 19�2� lowered below static level Work startedCompleted_. Was a pump test made? Yes O No Q If yes. by whom?.._........._...__.-_......... Yield: gal./min. with ft. drawdown after hrs. WELL DRILLER'S STATEMENT: This well was drilled under my jurisdiction and this :epos: is true to the best of my knowledge and belief. Recovery data (time taken as zero when pump turned off) (water level measured from well top to water level) ��� t1 h n Time Water Level I Time Water Level Time Water Level NAME.--..... - lLS...-•••••---••---•-rt-J.�-N-.4 Co 1. - -.__--_- (Person, firm. or corporltfionj ('1�pt or print) ........................................ .... Address...-..d..l_7. .. .......... .....sS_t_ Date of test ................._...........--..........-.......... [Signed]..........-- ...... ... ......... ?'1. ........-........-.. . Hailer test..................gal./min. with_..-.__..._-._ft. drawdown after.-_-_--____-_.hn. ell Driller) Artesian Aow -- — ......-.... — ----- g.pm. Date....................._...........---- Temperature of water._............ Was a chemical analysis made? Yes 0 No C, License No............. ............. Bate..-.....1.-..-.. Tftm Card"a. 11600"CAVT—tea 0 5E 33 Third C —Drtaerrs Copy STAT! Of d)t oot f/ Water iripNt Pertaa Na 1) OWNER: Name D44Z_62(-i44Z l6J*. 1,21 Z (2) LOCATION OF WELL Caeafy tflt L T�.R (24) STREET ADODRESS OF WELL(or seersef Wdreea)�$L� S E G1,v-- r p� /P�•— /t� (3) PROPOSED USE: � Industrial ❑ Municipal ❑ (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION C DeWater Tut Well O other ❑ Formatiow Describe M color, character. size of material and structure, and a?tow tt-4c esa a agw1fors and the kind and nature of the material in each mature perhetrsted. (4) TYPE OF WORK; 00awssw ere/ womw of wen with at wMal one erary for each dun"of:dormatim ILITCIWI row TO Abandoned O N �lhWhod: Dug Bored O g w Cable Driven O Rarorm tsoned O Rotary [J' Jetted O (s) DIMENSIONS: Dtamvter otwei —T� inch". '- —2 DrW*d—Zfeet. D.ptn of competed wee ,93 7 tL (6) CONSTRUCTION AILS: Casing insta W eWed Dtan�trora A.to tL ��-�7 Liner instatiW Di em A.to R PerfondSo s: Yes NO Type of perforator used SRE of perforattoa k%! ti patora�rte yes A-b R parforawas too R b R psrforat""yaw R.to tZ ScrMAt Yea No EJ Maaufactursra Narse !'��1 r Type 'A�i(//f�sf S MOAN No Diarw_ r,—Slot siza fhia� slot she Graver;ps0ed YOSU No gbN al Qorvois Gravel pleoed fr" tL b IL Sarfarxaeat Y"A j�N.❑ Towhatd_eepd*77 /X tt Q sterial lead in seal R �A!1 /Q� l'p( Did any strata contain urwaabb rated yes❑ No ld Type of water! 't)sgth of strata Lumthad of seaRrp strata of (T) PUMP* ManufactWW'sffaree 4 L!/ Ty :,I- i/A A"I-V'S/AIP M.P� (B) WATER LEVEnLS: i above wean sea 1ewff ft- Static Isvel_ vS��fl-below top a well Date Arteslan pressure the.Per square inch Data Artesian water is controlleE by i vatw.VC.)) Work alerted — .19. fed - t9 (9) WELL TESTS: Drswdown is amgpt water kyel is towered below static levei Was a pump teat made?Yea❑ WX lr yea,by whom? WELL CONSTRUCTOR CERTIFICATION: Y,sld _ CaLImis-wah tLdrawdowaafter !rt I constructed and/or accept reaponstbdity for construction of tines went, _ and its compliance with all Washington wen construction standards. ^ ^ Materials used and the information reported above are true to my best Recovery data(time takao as zero wton pump tweed o(t)(water tovel m,asursd knowledge and belief. from wen top to water level)Tee Watwlwel TLua Wv.+ Lavet TWA water Level NAAAE �+- ff✓✓�7 F"A.OR COWORA (TYPIE OR PRNM Address 6� Data of led__-_-- --- (Signed) y License Mo. Etai;er test QaL/;s,irh.with_a7--R.drawdovm efltrr / tine. (WELL DRtl1E3p �. Contractor A nest -gaL/rain.witch stem set at_ ft.for— Mt Registrati Q /,/ Artestar.tirnr__ ".w. Date NO.-.—.� 5 !? bate t!10? Fzzlrl.+tom__ Tsmper.a.':-e of water__ `+tea a chsmica anatXals 47 ye-521 No[] (I.LV- A('rIT{ONAI. MEETS li- 1 CESSAF.Y) 0 e �y ® Z-W/5 Me— 3 J, . FM 0,%%k%al sea fY'al copy + �/i1 WELL REPORT Steel Cwd . 9 7 9 DOP4rMf*en1 0l Eoolopy soda-d co-ovase'' copy STATE OF WAS)iINGTON T%rd Copy-DrKr"s Gopn Walter R¢x ox+Nt No. 6-1 t) OWNER: Ne-» t is c ass•Aaer... & ?Is-ov 10 re, /l ' i lJq �tt�11 Sec iL T ZJ1.. wM `-�2) LOCATION OF WELL: Canty (23) STREET ADDDRESS OF WELL (a dr nearest adeu) 3 uF 3IS� Real�b (3) PROPOSED USE: or-SW n hdustrcal C tettsticlpal ❑ (10) WELL LOG or A13ANDONMENT PROCEDURE DESCRIPTIOi,. G DeWster Teat Well O Oaten ❑ Formation: Describe by color. cneracfer. We of material and strvctewa. aa•e We thickness of aquifers and the rand WW nah"of the nesterfel In eech austral,pa totrate (A) TYPE OF WORK: D""K„"""bsr d.ea wile at Mast one entry for"01 ohanpe or iWormetiok ()f more tfua on*) W.TEAIK reel . To Abandoned New well Method: Drag LE Bored ❑ Oeapened Cable - Driven ❑ e. 3 _ Recondit-oned Rotary Jetted a SN} 3 (S) DIMENSION& Diameter of well ea. Na )S a.u a Q_ d 1 5- -3 C) d Drille —feet. Depth of compieted west n• 3 O 7 S Q L (6) CONSTRUCTION DETAILS: f�p� Qu C -7 O Casing Installed: (I • D%rs kom 0 it.to_�_ R. a 1`6 t✓ 0 8 Wald" • Dram.tom w,o R. GroyGi a a r $3 9 Low installed the s e ded ❑ Dlam.tram R.10 R- G lYa t.Q t✓ci e i^ - 9 Cf$' Pertorstlons: Ya No Type of perforator seed SIZE of pwfonfioee In.M SR Perforations!roe IL 10 IL perforation voer IL to IL perforstions koes a is it Scrt►efu: Yea No 164netacbreea Name Type Yodel Ne Diser Slot sae lrrww a to fa Duet Slot sas }ors t a� fe Gravel packed: Y*sFJ No Sire of prsvM ram' Gravet placed lrora IL to IL l SL.rface wait Yeah] No❑ To wth&I depth? • R. ' C(Yl GhF r 06 Material used in seal �/f y.T Cr�/��y�-- Did arty strata contain unusable water? Yu❑ Nolte GY Type of rate! Depth of•ism AHthod d saaraq strata off (7) PUMP: t•tanufecturer'aName _ Type: kry KY—Land-surfaceeatioe aea �•--•Dore me s larval fL Slatic level 7J R.below top of was Dal 111 -LL Artesian presaurs ea.par square inch Date Artesian water is controlled by r.1re.McA Work started 19 cornpleted (9) WELL TESTS: Drawdown is am!opur::water level is lowered betaw static level was s pur v tort made?Yes❑ No Lb x yes,by whom? WELL CONSTRUCTOR CERTIFICATION: Yield- —par./min.with R.drawduwn after hn I constructed andlot accept responsibility for construction of this well. ^ and he compliance with aN Wasfungton well construction standards — ^ - Materials used and the infoonation reported above are true to my best Recovery data(tsre taken as zero when pump turned off)(wetar level measured knowledge and belief. from well top to wa!er tvel) Ines watr La.et TONG Wet.L" Tine Maier Level NAB lot, l / v rr � rNc� Co • ,v c - -_-- L(PERSON.FMk oa COM-OtQATIK" ' /'- OR I 1 - - -- — Address /°J 1 C --- `-/ (Signed) � __License No. Bail&;fast-_'__pal./mr wit% M.drswdown after___._M. CWTU DPA-LM ?d �� I� M Contractor's AiAsat —pdJmin.with stars set at_ R.1ar _� Regi Ar,esianfbw ----- 90.m. Dal* No.! G'J Dale-----�.-�� • tiara. a-e'. �I V? 14 2 -/-_ 33 N F"Original NW Fist Cop" , WATER WELL REPORT Start Card Nm. 014997 Dowmers of Ecology soCa"d copy-owers C40Y STATE OF WASHINGTON Third copy-Dr*w's Copy water Rophe ose al No. (1) OWNER: ►ww So ►.Ls Cwt: S _(1t4+1ddreee (2) LOCATION OF WELL: Coa+fy ) W —�x�if x se, T.,2'�Ji..R_�W.M (2a) STREET ADDDRESS OF WELL (or nearest addreu) -1 336o OF 3�S R�'-►J^to/e (3) PROPOSED USE: �L Domestic Industriel O Municipal O (10) WELL LOG of A NDONMENT PROCEDURE DESCRIPTION " irrigation O DeWstor Test Well O Oth+r O Formation: utbe by harsder, size of m an atarW and structure, d snow tffioknees of=Ira and4��and nature of the material in each stratum penetrated. (4) TYPE OF WORK. 0--es- b'-of wels with at least one entry fornpe of intorntatioa (H more them one) WITEMAL FROM TO Abandoned New won Method: Dip O Bored O Deepened Cable O Driven O Reconditioned O Rotary 3( Jetted ^u S 3 (5) DIMENSIONS: Diameter of well inches. a 1-3 ) Dribted 5$ lest. Depth of completed wGA r ft. a I S-I 3 O L.CV 30 7S— (6) CONSTRUCTION DETAILS: roc. q,- C 7 &,b Casing Installed: Diam.from 0 n.to� n. 13 r Wetded D+am.from ft.ro A. C�a sa r $'3 9 Lifter installed Thread" ❑ Dam.from ft.to ft. t� i^��� t✓ct e/` 91 cy Perforsdons: Yu No Type of perforator seed SIZE of perforations in.by YL perforations kat ft.to fL perforations iron It.to ft. perforations kon IL to ti Sereafte: Yeso No CY MafWfac roes Name Type Model HD piss Scot site iron t to R Dr.�n Sfof sire from a-to Gravel pacts ed: Yu No Stze of gravel r-^;.V `J' i tf 1 Gravel placed Vona R_to 1t IN l r� SLWIOCe seat es Y No n7 To what depth? ` V h. Material used in seal A(J U/CY I V ley Did any strata contain unusable water! Yes❑ NoLp Y Type of water? Depth of strata _. Method of seafmg ousts off (7) PUMP: manufactwees Name Type: NJ' (8) WATER LEVELS. Land-surface elevation above mean sea level J Static 1" 2 n.below top of well Date - 1 Artesianpresaure lbs.per square inch Date Artesian waist is controlled by (Cap.raM,Ncj) _ Work started / ,19. Com tetsd___L_' — /6 ,t9_�:S (9) WELL TESTS: Drawdown is amwprtt wale(level is lowered below static level Was a pump test made?Yes[] No L2► M yes,by whom? WELL CONSTRUCTOR CERTIFICATION: Yield: pal./min.with ft.drawdown after bra. I constructed and/or accept responsibility for construction of this well, and its compliance with all Washington well construction standards. Materiabs used and the information reported above are true to my best Recovery data 0..e taken as zero when pump turned off)(water level measured knowledge and belief. from wea top to weer lever) Twee watt Leret Ter water Level row water Level NAME 5e t�Soy />�r I �!✓ C O • tJ c _ (PERSON,F"A.OR CORPORATIQIQ vam/OR T (. y� �C r _ Address � l JC�� //1"e- Sc gCAJ Date of test_ _ ^� � (Signed)__ -- sai{ar tut d` gal./min.w th ft.drowdo-,i after M. MCk DAKLM ,'/� Contractor'.Airiest 30 gal./min.with.caem eat st_=�H,for - M. Reti Artesianttow -----9.p.m. Date _._ ... No4'SLS �L� Date 1 19 lZ RESOUFLO Ol oto WELL REPORT START AD NO. D Z 'PROJECT NAME: L S� COUNTY: WELL IDENTIFICATION NO. LOCATION& Vi SocZ T R DRILLING METHOD: 44S /STREET ADDRESS OF WELL, DRILLER: (�1_7 l.uc rt' L,�� !— FIRM: Cascade Drills nc. WATER LEVEL ELEVATION: SIGNATURE: GROUND SURFACE ELEVATION: N/A CONSULTING FIRM: A T tNSTAL�ED:_ ?_ ?!Q Ilk REPRESENTATIVE: e ` DEVELOPED. 4- AS-BUILT WELL DATA —,— FORMATION DESCRIPTION I T" ` WELL COVER o f t. CONCRETE SURFACE SEAL I DEPTH = 1/ft T _-_PVC ELAN( 1.2 "X 301 - f t. 1 1 T BACKFILL r,,P 7 f t` T 1 TYPE: > i Iz ft. I 1 ?"• 1 I h �'<< PVC SC /D , � R1;'EtV a.Z "X T ' SLor SIZE: -FA GRAVES, PACK r Z f t_ I a I MATERIAL ,"N SEP 13 1996 -I- I DEPT. t a u c.l I I: U r WELL DEPTH T ' I I I I I ` SCALE: 1'• OF ---- - - - PAGE _ ECY 050.12(Roy. 11/09) TEREOCE PROTECTION WELL REPORT sr nT CARD PROJCCT NAMC: COUNTY: nz IOCNTIFICATION NO. LOCATION/� �/� Twn R DRILLING METHOD: S nCCT ADDnC';OF Wti -LL: ORILLCR: FIRM: Cascade Drilling, Inc." WAT[n LEVEL CLCVATION: NSA- SIGNATUnC: CROUND:=FACE ELEVATION: NSA CONSULTiNC FIRM: INS TALLCD: '_ A RGPRCSC^:TATIVC Di�VCLOPCD: A 7-GUILT WELL DATA FORMATION DESCRIPTION -T- I T ` - S O t. CONC72I,T)✓ SU12I'11CF SEAL o f - • ! 1 J lOke I I T 1 I _ BACK ILL f' i I _ ft. I I i � 1 I I ! - ft. I I I T ! � I i I 1 I I i _r I j Rec i SEP T (� DEPT. Of L _„uy l I ` 17 I � -!- < DEPIN OF BORING 1 T i I I SCALC: - - �Al_E OF EKYM&E PROTECTION WELL REPORT PROJECT NAME: STA T CARD NO. 17 � ��lL'VL�h S COUNTY: i WELL IDENTIFICATION N0. _ ti��, LOCATION:/(�Vi 1/4g�� Tym Zl�,�f R ORILIING METHOD: STREET ADDRESS OF WELL: DRILLER: r �� TT .. c y F� _�;�jv? 3 Ct'rLQ iiG t /�cic7 a��r' / FIRM: Cascade Dr i ling, Inc. WATER LEVEL ELEVATION: NSA SIGNATURE: _ GROUND SURFACE ELEVATION: N/A CONSULTING FIRfd: n INSTALLED: k -, 7 Cl QI REPRESENTATIVE:__ DEVELOPED: AS-BUILT WELL DATA FORMATION DESCRIPTION T CCINCRE E SURFACE SEAL 0 I T I i BAC KFILL P„t I I T Gtrq y SUS��� I S, It S' 'o f, i 1 1 - ft. 1 T 1 I I i 1 I I I FZECE1V ED ' ' SEP 131996 I T DEPT. OF ECOLOGY - T I i I � I ' � I ,- DEPTH OF BORING ICO ' I I T SCALE: i I 1 I 1 1 _ "ACE 0r- .._._ RESOC� i0TN WELL REPORT ^ f /�+ L L = �� START A R D NO. O 1 Z PROJECT NAME: ��.}�C.1 'S l -(/-Fa4VAd__ COUNTY: r� WELL IDENTIFICATION NO. {�C {p77 LOCATION:-&,A _&f, Soc Twn H DRILLING METHOD: t ,, i/i STREET ADDRESS OF WELL: DRILLER: �X t`+ U K�r'L[Pti F� ��Z 3 l'.00I� - J f FIRM: Cascade Drillinq, Inc. WATER LEVEL ELEVATION: SIGNATURE: GROUND SURFACE ELEVATION: N/A CONSULTING 0 CONSULTING FIRM: / �� INSTALLED: - 30 - 1 (o REPRESENTATIVE:- NC L L1 ,( YEA,t` DEVELOPED: y /1 AS-BUILT WELL DATA FORMATION DESCRIPTION T — -T- I I + litt 0 - �� ft.WELL COVER STCh�CONCRETE SURFACE SEAL DEPTH = 1/ft -T- I � I I 1 .PVC BLANK lx 17' - ft. I 1 I t I I T 1 BACKFILL �y ft. T TYPE: LAIL I :<> ft. I L I i T PVC SCREEN SLOT SIZE: I I 1 1 1 T GRAVEL PACK ft. RECEIVED �- I MATERIAL: ' SEP 13 1996 + + DEPT. OF EL;ULUGY I + t T I T I 1 i 1 1 I WELL DEPTH I T + T 1 I I I I I SCALE: 1"e — PAGE OF ECY 050.12(Roy.11/09) H LT DRILLING INC. O , Resource Protection Well Report riroject Name �� 1� �� Date cZ -7--5 ' 9 s Well Identification # .G��'Y'►P. k/" r --� County / -elt''/ -sue v. NF Y4 Drilling Method y Section Z 8 T. Z`-1-IV R. 5 E Driller Start Card qO License # �� Consulting Firm 7C &VV/12,o�U Depth of Soil Log Components _____ Stick up on Monument Casing in Feet Type of Surface Seal Amount 0 — ID of Riser Pipe Z �r Type of Riser Pipe SC'A `f D '/0 ye y r Amount S Type of Connection C Type of Backfill around Riser _ 5 Amount Diameter of Borehole J7 Screen Size or Type lO Type of Filter Material S S Amount_ ,S' Remarks: _ RECEIVE-.'; — nrT 2 3 IS96 . - 4 Department of Ewlogy RECEIVED r� [�r� SEP 2 0 1996 LL� lip. ! ►! i r' li HOLT DRILLING INC. DEPT. Ur tvvLuuY Resource Protection Well Report -Project Name li _ r 4 t e C4-"l ey-- Date Well Identification # w ' County k'N9 S� 114 y, Drilling Method n ', Section_ ag T. - R. Driller e U L2 Start Card 00;� t icense �� �O Consulting Firm I C E►,TU Depth of Soil Log Components __ ___ Stick up-.- tti on Monument Casing in Feet U - 3 f -r CQ)1CrWe Type of Surface Seal (�OM6j"e�e Amount 3 - �,N� s ID of Riser Pipe 12 Type of Riser Pipe ?U L ,v t Amount— Type of Connection D Type of Backfill around Riser-T&YI Amoun S Diameter of Borehole u l Screen Size or Type - O 1 U — Type of Filter Material Amount Re ;arks:- ,,-- EK7EREB HOLT DRILLING, INC. Resource Protection Well Report Project Name D 4,vl Date 9 ` Z S - 07 Well Identification # ifil kV - �' k/ t County_ ,y'0 SC-' y, /V F Drilling Method Coy A Section Z if T. 0 Z//V R. .SLR Driller Start Card O 7 9 S:o License k v�0 / Consulting Firm Depth of Soil Log Components ___ __ Stick up on Monument Casing in Feet Type of Surface Seal 5 Ta Amount 7� s�N� ID of Riser Pipe Type of Riser Pipe_ .54 0/47 wG y Amount ✓`— Type of Connection Type of Backfill around Riser_ Amount _ Diameter of Borehole Z/ Screen Size or Type Type of Filter Material Amount_ 3�= Remarks:--- ----- - -- I V Li --�� JJU i �e�artment of EC0logy __ RESOURCE PROTECTION WELL REPORT _ _ START CARD NO. 3 7g - 5!.�75 COUNTY. ' PROJECT NAME: 1 SE /. Soc zy Twn R 66 WELL IDENTIFICATION NO. A'�✓n �� LOCATION: Vi DRILLING METHOD: H S� STREEET ADDRESS OF WELL: DRILLER: Qom_�sSG 7 � � FIRM: Cascade f llln Inc. WATER LEVEL ELEVATION: SIGNATURE• GROUND SURFACE EVi ON: N/A �r� �27 7 CONSULTING FIRM: / / vl'! INSTALLED: f r REPRESENTATIVC: V O�Vh NDt DEVELOPED: Nd AS•BUfLT WELL DATA FORMATION DESCRIPTION T T I 1 t . . . I i �,. . S, COVER 0 - l`f f t. I . . 11 I t t • • • • • CONCRETE SURFACE SEAL 1 r DEPTH = 1/f t T t 1 1 - ft. I I ::PVC BLANKL X y 1 I t T BACKFILL � T I I . 1 :,; 2i TYPE: ' - f t. inYi 2t;'i T PVC SCREEN ,� R�C�'jve T i <" SLOT SIZE: �7d I t MAY 18 200Q ' 1 I T GRAVEL PACK 2 f t. EPT pF E T c LUG y *:" MATERIAL: 2//Z Scv. pd I I 1 I '>s t I I WELL DEPTH L 7 ,� I 1 , i I 1 1 t SCALE:r. PAGE,— _OF ECY 050.12(Rcr. 11/09) RESOURCE PROTECTION WELL REPORT p- START CARD NO. PROJECT NAME: / � 5375 -. - COUNTY: ' WELL IDENTIFICATION NO. �'�✓� _00 - - LOCATIONAte , Sc , S, 7 Twn R >✓ DRILLING METHOD: y S/9 STREET/A/DDRESS OF WELL: DRILLER: 6- 605e� FIRM: CaSCad Drillinq, Inc. WATER LEVEL ELEVATION: S �>✓ SIGNATURE: GROUND SURFACE EE ,710N: N/A CONSULTING ,.FIRM: INSTALLED: !/ � REPRESENTATIVE: -IJO iI�'� NDZ DEVELOPED: o A5-BUILT WELL DATA FORISATION DESCRIPTION T 1 1 I . . WELL COVER 31 CONCRETE SURFACE SEAL T ' DEPTH = 1/f t 1 I � \ - ft. 2 I ::PVC BLANK "Xy ' 1 ! 1 1 I T BACKFILL 1 1 TYPE: I _ - ft. 1 � PVC SCREEN_ Z �0 ' T SLOT SIZE: 1 1 a GRAVEL PACK J f t_ -T- T ..... MTERIAL: 2/T SGwtC� /�I I V'K ti "/ C� 200 1 p�O WELL DEPTH "I i T T I 1 I 1 t I - SCALE:1'. PAGE ECY 050.12(Flay. 11/09) RESOURCE PROTECTION WELL REPORT START CARD NO. �3 7$1, PROJECT NAME: COUNTY: WELL IDENTIFICATION NO. (2Q�T LOCATION: [Vi SE V. Soc 7wn 2J#4 R '5& --- DRILLINGMETHOD: STREET ADDRESS OFWELL: DRILLER: 6g66 eoD liAt-" Ca FIRM: CascadeDrilling, Inc. WATER LEVEL ELEVATION: SIGNATURE: GROUND SURFACE/ELEVi TON: N/A Z � �� CONSULTING FIRM: �" � � INSTALLED; � REPRESENTATIVC: -,Jo iI�'> NDZ DEVELOPED: AS-BUILT WELL DATA FORMATION DESCRIPTION T T o WELL COVER - f f t. i %, . I COLNCRETE SURFACE SEAL t T DEPTH = 1/ft t i i - ft. ::PVC BLANK Z "x I t I I T BACK'ILL f ->- I f t, t T }` PVC SCREFSI Z "�; 10 ' 'i- i _= sLar sxzs: RECEIVED t I 1 8 2000 MAY 1 ' GRAVEL, PACK r� 1 rsATERZAL:� � f ECOIo , I I �^ Department o g� t T T , t 1 t WELL Dot ! t I 1 ! 1 SCALE:1-. PAGE OF ECY 050.12(ROY. 11/09) _. RESOURCE PROTECTION WELL REPORT �y ' START ARD NO. PROJECT NAME: QQ�� ✓ J7s COUNTY: • WELL IDENTIFICATION NO: fI'�✓� 00 T LOCATION;�Vi SG' /� Soc Twn?� R E DRILLING METHOD: S� - S'MtSf ADDRESS OF WELL: DRILLER: i Q�1�L t�9 �OS� Nam` FIR`.{: CaSCad Drillinq, Inc. WATER LEVEL ELEVATIOAI: SIGNATURE /� GROUND SURFACE/ELM TION: N/A CONSULTING FIRM: � INSTALLED: �!Z g �� � REPRESENTATIVC: -/o" N /L DEVELOPED: �d_ /.S•5J:LT WELL DATA FORMATION DESCRIPTION 'T T t 0 • • WELL COVER t CONCPETE SURFACE SEAL t 1 T DEPTH = 1/f t s I \ - ft. I ::.PVC BLANK Z y , I I 1 -r- 13ACKFILL z -T t I TYPE: _ f t. T y` PVC SCREEN_7n1jxj i <ys SLOT SIZE: ! I >> Q AVEL PACK f t_lm — T < MATERIAL: A t �" lV 2000 ! r OFP�'Ro_r OF FC�G .;.: (jGY '> p I _ '=ILL DEP'i'H 1 • 1 SCALE:1'-_ PAGE OF ECY 050.12(Rov. 11/09) RESOURCE PROTECTION WELL REPORT .?y�05 -028 PROJECT NAME: START CARD NO. O PP WELL INDENTIFICATION NO. LOCATION: TZ_ �� R-kE�f SEC. DRILLING METHOD: - 4/1-lf/ f �,,-� DI 4 GRILLER: �-� STANCE: 4 _ FT. FROM N/S SECTION LINE crr �OQ FIRM: ;'7 _z-l` FT. FROM E/W SECTION LINE DATUM: D SIGNATURE: /�� AT WATER LEVEL ELEV ON: .2' 7 7 CONSULTING FIRM:_ C?co INSTALLED:. ¢., - / 7_ olDp REPRESENTATIVE: DEVELOPED: VAPOR PROBE NO. VP-2 WELL SCHEMATIC I- • S DESCRIPTION C"In0 3tkYuo: 0.63 armbol 0 NATIVE SOIL Sn 0RCwN 51LTT FINE TO MEDILM SACKFICL OCCASIONAL CRAV SAND WIT" EL (nE01uM DENSE, OAn►) 1 2 2-INCH, 3 SCHEDULE �0 PVC VEIL CASING CA 16-� xx ;RAT AND DENTONITE 5ROWN SILTSCNE 9" (- RD, 0,,?) SEAL / 5 0 T i m W 2-INCM, SCHEDULE AO = 8 PVC WELL N SCREEN, IL 0.020-INCH C SLOT WIDTH SC- 0 S" _ CCARSE SAND EACKFILL 7O SASE CF WELL AT 10.5 FEET 11 EORING COMPLETED AT 10.5 FEET ON 7/6/17 12 13 14 { t6 f I t0 At'Et18IPt@9!s LOG'OF 'VAPOR PROBE incorporated �. FIGURE A-4 ti RESOURCE PROTECTION WELL REPORT 2 y105 -fig PROJECT NAME: �i r �c S74/OY1 START CARD NO, WELL INDENTIFICATION NO. LOCATION: TZ_ .R. ,SEC. DRILLING METHOD: DISTANCE: �� FT. FROM N/S SECTION LINE DRILLER: �i"�' /C'S� �-r� FT. FROM E/W SECTION LINE FIRM: 4-� roc DATUM: SIGNATURE: WATER LEVEL ELEVAT 77 CONSULTING FIRM: _ �o E"1�r�� - INSTALLED: /7- REPRESENTATIVE: ���r� F� DEVELOPED: VAPOR PROBE NO. VP-2 WELL $CME►LATIC 3 i 4rov0 DESCRIPTION C.R1n9 atkkwP. 0.03 oV ao Srmool 0 NATIVE SOIL SM DRCrN SILTY FINE TO ✓EOIUM SAND WITH DACKFILL OCCASIONAL GRAVEL (MEDIUM DENSE, DAMP) 1 2 2-1MCM, SCHEDULE 40. 3 PVC WELL CASING CA 76- RK GRAY AND BROWN SILTSCNE (tiARD, 4 9. BENTGNITE SEAL a X 0 2= 7 W uw 4 _ 2-INCM, SCHEDULE 40 = a PVC WELL = SCREEN, F" 0.020-INCM OSLOT WIOTH SO- C _ COARSE SAND BACKFILL 70 SASE OF WELL -T AT 10.3 FEET 11 SCRING COMPLETED AT 10.5 FEET ON 7/6/87 12 13 14 t5 1a t •i , G lnoors LOG'OF VAPOR PROBE Incorporated — -�- RESOURCE PROTECTION WELL REPORT 9y105 _ START CARD NO, �PROJECT NAME: F fey -�v' ics S�a�iir+ + r 1WELL INDENTIFICATION NO. a" LOCATION: T2�' R S�'SEC..�B DRILLING METHOD: �� A6a��N�s DISTANCE: FT. FROM N/S SECTION LINE DRILLER: Ze-e-e-4 FT. FROM E/Vy SEC)ON LINE FIRM: .� ion ear c DATUM: — 400 �p�rs�tr-„,_i�c SIGNATURE: WATER LEVEL ELEVATION' CONSULTING FIRM: Go EH�ry�cu�- Sri, INSTALLED: REPRESENTATIVE:_ �rr�f F-s DEVELOPED: VAPOR PROBE NO. VP-1 WELL SCHEMATIC I.p, i 3b : Group DESCRIPTION Casino Stktvp: 1.33 mV a 3yn+bot 0 NATIVE SOIL $M BROWN SILTT FINE TO MEDII;h SANI wITH SAC RFILL OCCASIONAL GRAVEL (HEDIt_— OCNSE, DAmp) 2-INCH, CA S SCHEDULE 40, 31 111 R[ GRAY AND BROWN SILTSTONE PVC WELL CASING 11ENTONI7E SEAL 10 - �0 Rc GRAY SILTSTONE 15 %C- 7„ su ry -INCH, =20 _ SCHEDVLE 40, _ -_� PvC WELL 6" SCREEN, m = 0.020-INCH O SLOT W1DTH CCARSE SAND BACKFILL 70- 25— 7. BASE OF WELL AT 29.0 FEET 58 ■ 30 BORING COMPLETED AT 30.5 FEE7 7;C;E' 3S 40 1 Nola: Sae Figure A-2for Explanalton o1 Symbols lug GeoFnglneers LOG OF VAPOR PROBE JIB Inlcorporatc �.. ti RESOURCE PROTECTION WELL REPORT START Coro NO. (f9� PROJECT NAME: /� fur sU �c� 5���%�r+ WELL INDENTIFICATION NO. O-/ s LOCATION: TZ�R SE SEC. DRILLING METHOD: 4/c l� Q.+�o.F.►•cA, DISTANCE: GO FT. FR0M N/S SECTION LINE DRILLER: r FiS' OQ FT. FROM EMI SEC�ON :►_KE FIRM: co %r cvr c DATUM: SIGNATURE: WATER LEVEL ELEVATI N; -� S.2 CONSULTING FIRM: �a E" nt -��'`• INSTALLED: wall REPRESENTATIVE:T DEVELOPED: VAPOR PROBE NO. VP-1 WELL SCHEMATIC tE [ Group OESCRLPT10N Cuing Slkkup: 1.33 mp a Symbol 0 NATIVE SOIL SM !ROWN SILTY FINE TO MEJI„M SAND WITH SACKFILL OCCASIONAL GRAVEL (MEDIUM DENSE, DAMP) 2-INCM, CA B SCHEDULE .0, }° ►vC WELL RK GRAY AND BROWN SILTSTO%! (HARD, DAMP) CASING IENTONITE SEAL l0 �0 - RK GRAY SILTSTONE (HARD, -,4Xp) 16 70- a 7" F- W W 2-INCM, : SCHEDULE 40, 50- 20 O _ _ PVC WELL 6" r- SCREENI w 0.020- NCH c " SLOT WIDTH COARSE SAND !ACKFILL 25 70- 7" SASE OF WELL 30 _ AT 29.0 FEET 58 ■ 50RING COMPLETED AT 50,5 FEET ON 7/6/87 35 40 Not�r. SK►• F{gurAA-2 for Exptanallon of Symbols �. �`��►� GeoEngineers r LOG OF VAPOR PROBE N Incorporated ^ L \� FIGURE A-3 I RESOURCE PROTECTION WELL REPORT START CARD NO.y PROJECT NAME: A,6 S WELL INDENTIFICATION NO. rAkZ-1 LOCATION: T-2II0 ,R 5& SEC5-9 a$ : DISTANCE: FT. FROM N/S SECTION LINE DRILLING METHODDRILLER: � FT. FROM E/W SECTION LINE FIRM: DATUM: I�I ��C- SIGNATURE: (� n� WATER LEVEL ELEVATION: 9-a CONSULTING FIRM: ��� '��t�"s INSTALLED: REPRESENTATIVE: ^ Q(`c�,.,� DEVELOPED: AS-BUILT WELL DATA FORMATION DESCRIPTION iT I T�✓'G�VlMr.s � � 1 I 1 �aV U I J 1 jy p q� c sck4-2.D { t _ I _ I I . t 1 r . 1 _ cta , 1 � 1 - 1 1 — 1 1 � I 1 � I i � 1 1 I 1 1 I I 1 i 1 I SCALE: 1­ _ _ PAGE .___ OF -_-- Geoboring & Development, Inc. Resource Protection Well Report -- Project Name % ��r , f l� % Date eZ — _ Well Identification # — / Z D � y k r Kq ��1/4 1/4 EIVEDrilling Method y" Section T.—�R' SE Driller f Start Carta 20 Z 1 License Consulting Firm Tee'�� As - ' a rJG Job 9 of JIrpLDGY City L�U <,fe� Depth of Soil Log Components Stick up %�� on Monument Casing In Feet DCK C' L Type of Surface Seal toe c-�_i 6t t E�— Amount S ID of Riser Pipe A } / Type of Riser Pipe Amotm< Type of Connection / Type of BackrMAMMObw to f 5 Amount Dk"er of Borehole S / s Screen SUe or Type Type of Hier Material Amount Remarks: S iure _ 7 RESOURCE PROTECTION WELL REPORT r RES• SeiSMr� S y S %� (✓� ��- /�4 IZ START CARD N0. PROJECT NA E: ,%, , C WELL INDENTIFICATION NO. / 3 S LOCATION: TR ,SEC. DRILLING METHOD: Zl� � � Y �J '� y DISTANCE: FT. FROM N/S SECTION LINE DRILLER: i , FT. FROM E/W SECTION LINE FIRM ���.:� . ,�(,� CL� c-'1 .i�rir DATUM: V SIGNATURE WATER LEVEL EYEVATION: CONSULTING-rRM: h�^ �� y )� ! �Jj INSTALLED: _ REPRESENTATIVE: V/ I- Y k.nJ DEVELOPED: AS-BUILT WELL DATA FORMATION DESCRIPTION T I j C J , � I v� �,, 1 , sq ry I I , 1 _ � 1 + � 1 I � 1 1 � , � T � 1 i I I , 1 I 1 _u- r t �- I � N I 1 30 ' 1 I + SALE: 1"= - PACE i— OF ( �Coel- RESOURCE PROTECTION WELL REPORT PROTECT NAME: (1Aoc^L START CARD NOat�1 WELL INDENTIFICATION NO. LOCATION: T �^r ,R -S� ,SEC. �9 DRILLING 14TNOD: 166C.0 A DISTANCE:2 V,>oo FT, FROM N/S SECTION LINE DRILLER: for k'J-=s't: yJJ FT. FROM E/W SECTION LINE FIRM: OF "kct-.' DATUM: SIGNATURE:_ A >k WATER LEVEL ELEVATION: CONSULTING FIRM: INSTALLED: We 11 Ac,.J.1 g/1y14 REPRESENTATIVE: 54 DEVELOPED: MONITOR WELL NO. 1dW-1 WELL SCHEMATIC Grow DESCRWTIC1N i $r w STEEL SURFACE S-INCH SAD LATER MONUMENT At. MOTTLED RRlriw AND GRAY SILT WITH A TRACE Of SENTONITE SEAL SAND AND OCCASIU14AL GRAVEL (VERY STIFF, 2-INCM, MOIST) (FILL) SCHEDULE %C 71 ■ P%C SOLID 6 ° 2-INCH, SCHEDULE 40 PVC 0.120-INCH SLOT WIDTH 16 GRAY FINE TO MEDIUK SAND WITH SILT, OCCASIONAL :�- GRAVEL AND A TRACE Of ORGANIC MATERIAL SM (MEDIUM DENSE, WET) (FILL) TO WATER LEVEL AT 9.5 FEET ON 5/27/SS i t 13 f ■ Tb MEDIUM SAND SACRF ILL SW LICHT DRAT FINE 10 COARSE SAND WITH GRAVEL, ML A TRACE OF SILT 4ND WfXV FRAGMENTS AND SROWN SIL1 WIT. A T[A;i OF SAND AND .o"ANiC - 1UTFI;LL IHEDIV (ti-F t0 HEDIt1M `_TIFF, Wfl W 15 ■ LFILL, W r. 2 z 20 _ Sf- GCAt FINE SAry fITH '�I1.7 AND ORGANIC MATER(rl Ift (VERY DE%'•E. WET? W 77 ■ l 26 SM GRAY SILTY FINE SANG WITH GI.LVEL (MEDIUM OENSE, WET, 2` ■ JO _ n GrA �T FINE TO HCE"U' �.:...f W11. GRAVEL AND SILT (:FrY DEN: t Wf•� SASE OF WELL .1( AT )) FEET 860111G CCHPLE'ED A. i;.4 FtET r% 5/75/61 NO PETROLFUH 3.--g. nFl({T!D SS 40 { Note: $00 FVWS/-2 foF Explanalw of Srt^Dola LOG OF MONITOR WELL Geo 0440,01 Enu i nc ere - FIGURE 8-3 __�� ,j f-D HOLT DRILLING, INC. Resource Protection Well Report pEQt of ECot/`�Y Project Name—iA} lm 17 0 Date f/` ;�O _p Z Z-4/S�Ly.T Well Identification County. ` ¢ w SE y. Drilling Method ,/T• S• 1¢r Sectionaq T._ W R. S� Driller / C'/� Start Card License Consulting Firm gk,�:j. L1njQ Depth of Soil Log Components _ _ _ _ Stick up ��.� on Monument Casing in Feet (/ S GY �. tL ��rhCfPTr' Type of Surface Seal C044A el<0 _ !�0 i� 7— Amount S 67 '2S- s oy ,, S •,4 ID of Riser Pipe_ Type of Riser Pipe 52'A- Yl S � ►�_ r Y;� P — g 9 Amount i T � Type of Connection Type of Backfill around Riser Amount -L. s ' _ �. GAt Diameter of Borehole , nr Sidi '¢ Screen Size or Type 0/4 cS7h.'�7,Cr�s t I 3d Type of Filter Material JD ,a42 4 Amount 9.0a /QS Remarks: Signature_\__ _ _ _ RECEIVED HOLT DRILLING, INC. JAN 2 6 1993 n Resource Protection Well Report DEPT- OF ECOLOGY act Name(/ r Date "a�' n1 JJ I Identification # 611 l�l County L ing Method /47/15 Section o T .�/b� R_ er���✓�r' ALLI"e Start Card .nse # Consulting Firm Depth of Soil Log Components _____ Stick up ��GS on Monument Casing in Feet G� yfc1C /E' a��/RkP� Type of Surface Seat l;P C'lPj� Amount U!y i ripe 51A ID of Riser Pipe Type of Riser Pipe f 1 Amou Type of Connection,���PA Type of Backfill around Riser fet/L'z-,Zk � Amouni� i l ri 1 Diameter of Borehole /,C 1 1 _ ,5 I ! Screen Size or Type y /0f �— Type of Filter Material k::, 7C ),I,CA Amount--/-2 _ & 1 1 narks: t Cignatlire � ' � i --- r 73 SOIL SAMPLING SERVICE, INC � It !� COW 927-. ,fir .: „ �. ., >4sa►,+ tAk�w�eu.i..uP,w►ce37�•� �-�� - • . � FEDERAL ID 191-076W4 vw 00NT tS011 SS•94aw TELEX:486M Geolech*41,Engineering d Mineral Exploration"ing•Instrumentation • Horizontal Drakes FAX:(2M 927-N713 Ground YAdw Mon?br •Hazardous Wasts lden&fi_ation•Y�1 Abandonment g ?? 1 kw5 co , PROJECT DIME: JOB : �,C-��6 START C7JtD NO: �- WELL IDENTIFICATION NO: ��n�-Z=.�----- _ LOCATION:-----'K DRILLING KETAOD: __� R ----.. — SEC: �_ TOWN: �X WGE _ DRILLER: �_�" — DATUM: )e.' — /" , 4 S C 1ATER LEVEL ELEVATION SIG®1TEt''` iLAINST7111.ED: /A— {'^88 CONSULTING FIRM: DEVELOPED: REPIESENTATIVE: AS BUILT WELL DATA !•ORKATION DESC RIlyrION ,� r y IS Alm K ,.,&mr s d 9 &Ar - 7.514 - I �'' - --,�, ?•.. - ��� �- - � �� ? � apt#- _ .�°- x ' I I JAN 31 1989 I I � DEPARTMENi_OF ECOLOGY I 'NORTHWEST REGION I SOIL SAMPLING SERVIM INC. , ( , PM 927-3173 uts _ I _ FED pkL to f 4 VIi4 C fT.ISOtI TELEX:466782 *.. InstrurnerY�Bon • Hwtzonta!DtBkr W:t21 92 734 78 t � Ge�ei.tinical.Engineering h At'v�erel Expioratitx�Driimq' X' Ground Water Monitoring•Hazardous Wfaste berecvion•4M/lbandorxnents RESOURCE PROTECTION WELL REPORT .cs *:�Z4o"T CARD NO: -0 rT•r � `.DEtiTlFIC1tTI0M 110: - --CITY_- �_— � x-�_�-- - - --- - - -- pp'' ,, _46 ME THOD: _4LI,G _——- _ LOC ITT I OM: -_ft [g - ,d1- SEC: � TOWN:1/� plUl6E : ',j lk: T -- -- - - - s DATUM: JATEK LEVEL ELEVATION: I ISTt�D: - 1T 11N6 FIRM• — SEMTATIVE: DEVELOPED• -- WELL DATA AS 9UILT FORMATION DESCRIPTION t t AguA 8 t �• t t t t t t t t t i� JAN 311989 DEPARTMENT OF ECOLOfpY NORTHWEST REGION t /� __—__—_ PAGE _ �._ —® OF . E: _— �__ SOIL SAMPLING SERVICE, L\C. FAST.PV*AkUP,VA W3rr•M9 FMEOtACId is 91~4 VA CONT.190Q SS'34a1D Geotechnical,Engineering d Min"Exploration DrXun k�sirunentatbn Horizontal Drains 927V478 Ground Water Mor4orkp•Hazardous Waste ldenufication •Wee Abandonments " RESOURCE PROTECTION WELL REPORT WE CT PA JOB START QUID 10: ps - .LLL IDENTIFICATION NO: — — lha-----------CIT`f -- ----------- "I LL I NG KE TNOD: -- firs�R ----- —------ �1�T I ON: —————k SEC: A j_ TOW-4: RANGE : 1_ DATUM: 6IATUNE t MTE R U VE L E U VAT I ON: _ *S ULT I NG kST1�iJ F I U: W A tr rgLQJ��'f s-_ I E D: REPRESENTAME• DEYELOPED:WELL DATA AS BUILT FORMATION DESCRIPTION -o ---------- --- -------____-_----------- ---------------- a Af 1 et-4y s 14 rA ' t ' I~ ' � t I 1 { t ' D 1LIU JAN 3 1 1999 = t � OF ECOLOGY = • ^- �HWEST REGION ,GALE: -"rya PAGE -----�---- OE SOIL SAMPLING SERVICE, INC. 927-3173 `< 1415 MER OM EAST,PUYALWP,VA NV1-130 836-9494 FEDERAL ID t.91-0T62274 W4 CONT.►SOIL S3'34 t!A TELEX:466782 Gootechnical,Engi er neering d Minal Exploration De"•instrumentation • Horizontal Drains F;kXt 927-34 78 , Ground Water Monhoring• Hazardous Was a ldenti icati0n•Wea Abandonments i RESOURCE PROTECTION WELL REPORT T MAAE: G-X 'f r' -------- ____-- JOB 8: 264rR[ START CARD 00: DENTIFICATION N0: COUNTY___ CIT`f_ fa1�_______ Qom.X-"f�----------------------- - - --- kcn{-- --- 4G IEr40D: --- - -4 - - ----- -- ---- - --- - - LOCATION: SEC: _A.p TOO �'LcS( RANGE DATUM: /v- /r �gz S ----- - PATER LEVEL ELEVATION: .T I NG F IU: _ -- �L CetS�Lu�l}11,�.5' I MSTX12D: — ENTATIVE: DEVELOPED: -- WELL DATA AS BUILT _ — FORMATION DESCRIPTION ---------------------- ---------------------- ------------------------ 0 tnL,I4o /01� St,*<. 1 9 f '5tAodo to-,to o (ty 1 sR P.IL� . 1 t 1 1 t t t t t _ t � 1 t t 1 ! t ',tYr7� 1 0 JAN 3 OEPART;VIENT OF ECbLOGY NORTNY'IEST REGION t x �—_~l PAGE ---- ---- OF �F• �y SOIL SAM P I.I N G -SERVICE, INC. FEDERAL 10#.91-07E-- AA CONT.#SOIL SS'344LO TELEX'4667W Gectedykal•Enghoo rig 6 Mineral E•_ , , :-Drilling • Instnxnentation•44orizo 1 Dralm FAX:(206)9273478 Geound VftW Monho ing • Ha:3 _: :3 s,e� ntl kx on•VM Abandorvrwo RESOURCE PROTECTION WELL REPORT t 10J E C T KAX : �# �� /e�m ,,n k S — JC+6 STMT CARD 10: -,C1 Q 12 6 BELL IDErIFICATION 10: (� i- I'� _— _ CWIiTi CITf__ DR I LL I A6 ME TI�00 L iR -- --- L,OCAT 10r: DAILl,11: -- f�R�y�� 1 ---- SEC:-&g_ TOWN: EWE:_ I MTU1: _ 1D - / aS SIS{ATURE: ".' KkTFt UVEL ELI:YATI01t Awl. ? CC�ULT116 FIRX Lo ccd iCtR£S TIVE: DEVIUM: 4 s WELL DATA ~� AS BUILT FORMATION DESCRIPTION S Ts;nal KP t41 D h 4�►!lh t •�= -•- a t { ! { f { ! ! _ i ! { ! ! { { ! JAN 311989 ! { ! DEPARTMENT OF ECOLOGY { NORTHWEST REGION ! ! ! ! t ! t � —� a-ja`� ——— ——————— SCALE 4 PAGE ----l-�--- OF SOIL SAMPLING SERVICE, LNC. (2m 9�73T77 1415 MERI01AN EAST,PVVkLLlJP'O^98371-1309 PM M0464 FEDERAL ID t-91-07=74 IM 00HT#"L SS•344LO TELEX 4"m r`;Y Geotechnical,Engineering 6 Min"EV&xabonDrZkV•►nsinlmeniation • Horizontal Drain: FAX 9M 927-3A78 Ground WsW MONitorinq•Hazardous W wo+Mwffcabon•WON Aban6orvn RESOURCE PROTECTION WELL REPORT PROJECT RAIff: c�1,•d_4 r' e�n�� 1 JOB #I: START = 10: �t1 9.?.l VEIL IDENTIFICATION 00: _ �--�,�_--- Cowm R t nr _C I TT�d-ADitILLIVG IIErAOD: 14 F�� __ 1AUTI f --�c SEC:•�.6T T0g1:J,!Z^LAME:jr !! 4 's S I GUTME• 1111'E1<= . t1�V11TI01s=~ -*, CONSULTING F I All: _ � == ' IIiS'Tliid�D IEPRESENTATIVE: A I LI-F. Vl"Ldd Ilhk IfEVEIJi R`f WELL DATA AS BUILT FORMATION DESCRIPTION ----- ------------- 1 d 44 m C-h c4phtlot __ 1 d sa r 1 19 1 1 Goo O 10- So 1 r C,:, 79 ! 1 ! ! ! 1 i�w l Trd ! ! ! ! 1 1 ! 1 ! 1 a 1 � ! 1 � 1 JAN 311989 ! DEPARTMENT OF ECOLOG ! NORTHWEST REGION 1 ! 1 1 r 1 ,�C,AT,IF , m' " s� /U PAGE -- 1----- - OF -1--- --- SOIL SAMPLING SERVICE, INC. 1415 MERIDIAN EAST,PUYALLUR VA 9837}-13309 r FEDERAL ID;"762274 MtA CONT.Mfl.SS'344W TELEx 4f3e3m G oohrical,Engineering b MirwW Expbration DrWwg • Instrumentation• HorizorKal Drains fill?C � eo Ground Water Monitoring•Hazardous Waste ido�n •Wed ADenduvner fs RESOURCE PROTECTION WELL REPORT PROJECT UK: fir. J 3106 a: iy_-�s T CALn 10: �. WE11. IDEKTIF ICATI01 00: --$/y^1 -- —_— CO m_JT ed CITY �• +�_ DRILLING 1II M: __— .-K �� -- ---- —-------' UXAT 101: 'C DB I L121• SEC: _ t i_c� � DATUR s O t SIGSJIM: UTE! uvtL ndwims aOMTU6 f IAx: �1____CGhdsF.,� iEPiE Ti+tIYE• #VItAPE) WELL DATA - AS BUILT FORKATION DESCIRIPTION Ala 1 + � 1 , 1 , 1 , 1 1 i 1 1 � 1 1 1 I 1 1 1 � 1 1 , 1 SCALE-. 2" = -_ 1 61 PAGE ---w- '_---- OF -�------- S6t SAMPL CE, INS.. ».. _ 1415 MERl04M EAST,PU101L ,M W37-1-1399 6)836�P1 FEDERAL ID F.91-07=74 VA OONTT,MIL SS•344LO TELEX:485M P Geoteduilcal,Engineering 3 Mineral Exploration Dry• Instrumentation - Hor,:-,r-;a'bra ns FAX:(2"9273478 Ground WaterMonhoewp• Hamdous Wage bertffica m•WedAbanoonmen;s RESOURCE PROTECTION WELL REPORT PROJECT KAK: �� I`--��k S 308 4 i VIM am 11Dt • p ju _ WILL IDEWM ICATIOM NO: "_ CO(Am CiTT DRILLING XETF": � - LOCATION k h S' k DRILIiR: (�fixl � _ SIC: TOVII: LWE: SIGIIUTM i ,7 Z�00�, Vkytl•LEVEL IL UTIOR: ?' ' CM(R.TIl6 Flu s IISTALaI;�I�= 2- _ KEPILESEMTIVts _ _:' DEVELOPC)i 4. WELL DATA AS BUILT FORMATION DESCRIPTION sa ` ----------- — t 1 1 SIA f 1} 1 1 t s�9h4 cvtlk Sdmc t 1 kAUL/, t t 1 I i O1 t I JA.N 3 = 1989 , t I 1 DEPARTMENT CF ECOLOGY 1 yq — NORTHWEST REGION t 1 1 ,�t s, � M _.�_�. /Q�w.-.�,.—____—.____�-_--_ —.,.-. PAGE -----�-- - OF T-�— � ---- r2M 9V-3173 SOIL SAMPLING SERVICE, INC. RiDIAN EAST PLIVk .LUP.M%M71-tM (20B}M-04" FEDEaAt_ID-0 91-078W4 NMCONT.MIL SS•344LO TELEX:4WM Geotechnical.Eng er^g&%1,neral Exploration DrAN • trWrumentation • Horizontal Draku FAX(2W 927,3478 Gmund Water%Aon,tor�ng • Hazardous Waste iderdicattion • Wof RESOURCE PROTECTION WELL REPORT PROJECT VXE: Q t c c�11 " — J46 #t: ST71iT CARD 10• C! WELL I D E NT I F I CATION NO: _ ��---—---____-- -- COUNTY Ae,—, C I TY gE4 re DR I LL I N6 KE T30D: LOCATION: __-- DRILLER: SEC: i_ TOWN: AJLjI LAM:A:CF --- DATWI• r O / 4 3 SI6NATVRE: �' UTU LZTEL EUVATI%s GONSULTINS FIRM: �L—[. •iYIG�iJ�i1`,.�_ IkSTAtl�tD:_j�_ �.•" �{ .' tEPQESENTATIR: X WELL DATA - - AS BUILT FORMATION DESCRIPTION - ------------- ----- -- •O ■/ t t•� k' +'.�-:A i ._ may, A( - "f��k�• .�.L� t A g��o►,t fiL s,�4,e,�Y ' t 1 I rLIY S17A t 1 t = t 1 = _ f _ - t coLoRs+ta ro ��o D = _ . ,94 k JAN 31 1989 _ DEPARTMENT OF ECOLOGY = NORTHWEST REGION t •' T §t;A1 t 1"-• __LQ -- PAGE ____1. __-_ OFa-_-- SOEL SAMPLING SERVICE, INC. (206 927-3173 1415 MERIDGW EAST,PU)ALWP,AA 98371•1399 (206)$364494 FEDERAL 30 f 91-0762274 10A CONT.#SOIL SS'344LO TELEX 486782 Geotechnical,EnginoorkV d Mineral Exploration Drilling• hVrumentation • Horizontal Dr" FAX:(2061927-3478 41d Ground Water Monhorinp• Kazardous WaUs IdentificOon• WOE Abando� RESOURCE PROTECTION WELL REPORT 30J E CT MAKE : Q u-��-.d k( � ��M�Il _ JOB #:�L1.�1r START CARD so: ELL IDENTIFICATION MO: QIs —__ COU'm_ CITT_-RZ4 4 R I LL I NG MET} _ i Q ---- --- LOCAT 101:_ _ 1S/,E_ RILLLI: -_ --- _ SEC: �Q_ TOYM: A-(.N IWE ----- DATUM: /v- / a S 1 IGIATULE: _ VATER L VEL EUVATION: O1tSULT I M6 FIRM: rd"W OA& - I1STAI.d D: MESEMTATIVE: _1� Dt VELQtED: _ WELL DATA - AS-BUILT FORMATION DESCRIPTION =J`f 1 1 Ge4 cW o 60-g o t l S" >? 1 S4mA 1F sr¢*u&L 1 �� sl 1 t 1 - 1 1 s 4r t t i t 1 t� 1 1 1 1 1 t 1 1 1 1 1 1 1 t 1 tD t JAN 3119891 I 1 DEPARTMENT OF EAOGY t NORTHWEST REGI�N 1 J 5 .: - 1 , 1 .~A T 1=. I " = J 6 j, PAGE ____ 1---- OF I RESOURCE PROTECTION WELL REPORT 2 Y11s � START CARD NO. R PROJCCT NAME: �'�q'�� I (gip COUNTY: .L IDENTIFICATION WO, LOCATIONA _1/4 Soc2_ Twn Z a_ GRILLING METHOD: STREET ADDRESS OF WELL: DRILLER_: �o j I altt_ 11 ✓d - _ — FIRM: Cascade Drilling, Inc. WATER LEVELCLEVATION: NIA SIGNATUrE !:ROUND SURFACE ELEVATION: NIA CONSULTING FIRM:- �-Q� INSTALLED: 'lEPRESEN'TATIVE:_ ,(�� rd'T�'>��� DE-VELOPCD AS 8U1LT j WELL DATA FORMATION DESCRIPTION � 1 T < Y/ •i CONCRETE SURFACE SCAL o ft. r T I I l BACKFILL r - ft. r T' � I t T r I - l .T ft. � t T" t i 1 l 1 r i r -r r D --r- CE I I t � puG 161996 r -r- r �\ t r l -r- DCPTH Or BORING ' _ I � r J - 1 scALG: t-� ---- PAGE__ - RESOURCE PROTECTION WELL REPORT Qy r START CMD NO. Z i �:,G Pf10JECT NAME: ,JJ—(=p= COUNTY: WELL IDENTIFICATION NO. �lI LOCATION Of1fLLING METHOD: STREET ADDRESS OF WELL: DRILLER: L) FIRM: Ca S _, Dri]��T WATER LEVEL ELEVATION: SIGNATURE: GROUND SURFACE ELEVATION: N/A CONSULTING FUIM: C INSTALLED: rJ `� ,q(o REPRESENTATIVE: Dfl/ELOPED _ �I �1 O y / AS-DUILT WELL DATA FORMATION DESCRIPTION T -- WELL COVER 0 — g ft, rA vim' CONCRETE SURrACE SEAL DEFT[I = 1/f t I T t � I I �PVC BLANK x 3 - ft. i t t. I T - , — BACKrILL 3-1, 2 ft T \ I TYPE: z a c il,P� � t T PVC SCREEN z-1 t x I SLOT STZE: �� I 1 RED 14 Eo , T GRAVIM PACK g+0 a f t A G 16 1996 I MATERIAL: -� Z S� t _ Or tVV1.V ; I pEP1• 1 t i I i —I-- I 1 1 1 i WELL DEPTH 4 1 ,.- _� t t , I1` irl 'r.i� RESdORCE PROTECTION WELL REPORT ,)Ys /�-i Q �^t_ STAnT CAn1)NO.�j-E PnOJECT NAMG: -_ �� (.o - � COUNTY; WELL IOCNTIrICATION NO.• LOCATION- Soc2t Twr MILLING METHOD: STREET ADDRESS Of WELL: DnILLEn: 41011 rinM: Cas ade Dri _ I _ WATCn LEVEL ELEVATION: SIGNATURE: GROUND SUnrACE ELEVATION: N/A CONSULTING rinM: INSTALLED: _- 7 l lt 'Q t'o ' nCPnCSCNTATIVG: DEVELOPED: 7 /I O 19 AS-QUILT WELL DATA -I- rOP.MATION DESCRIPTION I T 1 WELL Covm 0 - f t. i CONCRETE SURrACE SEAL 'T I DEPTH = 1/ft I T I � I I —:.PVC BLANK Z "x 3 ' - f t. I 1 I T I DACKPILL -7- IV TYPE: C I"Ps I - ft. 1 T __ PVC SCREIIV Z"x T I SLOT SIZE: Jv I I -�- GRAVEL PACK 3 f{- i MATERIAL: -� Z R E C E I V �- I I I _ AEG 161996 I — I I D> p1. Or tUvLUO I -r I I T ' I I I I WELL DEEM -T' I I T I ' i � I _J ---------- `RESQU ( PpOTECTION WELL REPORT PROJECT NAME: START CARD NO._A1.7 �� � ' sr^ COUNTY: IDENTIFICATION O. LOCATION �q g�tp S _NG METHOD: Twn R STREET _ j- ADDRESS OF WELL: FIRM: Cascade Drilling, Inc. WATER LEVEL ELEVATION: NIA SIGNATURE CONSULTING FIRM: GROUND SURrACE CLEVATION: N/A - ^ RFPR[ INSTALLED: _/qSENTATIVE: � `�7 (' DEVELOPED• �J O A,'-9UILT WELL ;;.NTA -T-' PORMA710N DESCRIPTION I T t \ •,,.-\� ;;'.`-r;�-yip I I CONCRETE SURFACE SCAL - ft. i BACKFILL 1 1 T. I I I 1 � - ft, T' i 1 I T 1 1 I 1 -I- - f t. 1 1 i I 1 I 1 I R 16 �gg6 � r I I I � I < DCT`M or BoF21�; o I -r 1 - 1 - i ,CA?-C. 1'. `' 1 CY ,,,�.,_,.) -. — �Esbififtr-PR-bTECTJON WELL REPORT PROJGCT NAME: r ^= STAnT CARD No, ' COUNTY: >;!L IDENTIFICATION O. _._ LOCATIONh „.,, Z' �`'h S T n h LING METHOD: DRILLER: S7FIEET ADDf1ESS OF WELL: — — �Q� . , FIRM: Cascade Drilling, Inc. _�-}'IO ` I/ !� ES1,1.�1N/A WATER LEVEL CLEVATION: SIGNATURE CONSULTING FIRM: AROUND SUf1FACE ELEVATION: N/A -Q � INSTALLED: _� 4 ZEPRESENTATIVE- DEvctoPED ��-BUILT WELL DATA FORMATION DESCRIPTION I T I I. .7 - - •ram• 1 I ;�� • ,,•;; \ CONCREM SURFACE SEAL 0 ft. to ra,�I2.Q 1 I T t I BACK'ILL � L I 1 - ft. ' T 1 1 T I 1 -T- - f t. 1 I i 1 T r t I 1 I I r -r 1 1 1 t T \ D I I RECE� vE I � 161996 ' DDPj D� EDp�DC,Y ,- 1 I � i DEF"M OF BORING ' p 1 T 1 �CALC: I' PAoi — ,r r HOLT DRILLING, INC. Resource Protectlon Wel{ Report = Project Name 11_1�iLe m d,,// TerMlntL5 Date 6 `/ 5 !2,5 Well Identification # County Drilling Method �S� Section T. <2 41/ N R._6 p Ddller � _�� // / /o�r� Street Address Jr0.3 f-�. ww. &Pz< SIP?f License # Start Card Consufting Firm r' C EIVEr AS-BUILT WELL DATA FORMATION DESCRIPTION T T A U G 9 1C95 I I 1ii` MONUMENT TYPE: DEPT OF ECOLQG} I . . s •Qa-z U�a o CONCRETE SURFACE SEAL t ft.00 1 �i SAS �r 1 PVC BLANK a •X o O0 I � I I I I I I BACKFILL CK ft. OD I� TYPE: A ili 1� - l S ft. Si9rldf/.Si/T I 1 1 1 1 I 1 1 1 1 T PVC SCREEN C2 7X Ab 66T I I 1 1 SLOT SIZE: I I TYPE: I 1 1 1 GRAVEL PACK 102 ft. 00 1 I i MATERIAL:I0 c70 1 I 1 1 1 - ft. I 1 I I I I 1 1 I I - REMARKS -;- 1 1 1 I I I I I 1 1 I 1 F WELL DEPTH I I -T T 1 I 1 1 1 t I 1 I I I 1 I C� I I 1 I .) Signature r , _ •� •��y�aq�;�• 1 ��TM""')' r. � `•;�j,����j � .ate SOIL. SAMPLING SERVICE, INC. OM927-3173 1415 MERKXAN EAST,PU`01LWP,Y'A M71-1399 TELEX:�g� y'tl FEDERAL ID is 910762274 YA CONT.#SO4L SS'344LO FAX-twtOb��Y7.'m T GeotecfmMcai,Engineering&Mineral Exploration DdNi ng- Itulrurnentetion- Horizontal Drakv Ground Yater Moraorinp-Hazardous Vtasta Idarlt3Rcatbn •Wel Abandonment :•: ; i RESOURCE PROTECTION WELL REPORT Pf30JECT NA}v�: YT1' JOB t START - - YYE11 IDENTFCAT)CN NO.:_ 1N COlAf1Y: CITY: DRILLING METHOD jr S LOCATION: -- 114 114 V4 Tit: DRILLER SEC.:- Zy. .S� Y SKMTU f "t MI TER LM B-EVAT10Pk -L - CONSULTING FIRM REPRESENTATIVE: ^ D WELL DATA A BUILT FORMATION DESCRIITI ..x psr -6 �eat, ;'01 15 v� - 0e`f ' 2 3` M 5 t If SCALE: V - PAGE OF_ SOIL SAWLING SERVICE, INC. c * n 1415 MERMAN EAST,PVVkLWP,VW 98971-1390 r t� FEDERAL ID t.91-07SW4 1M CONT.!SOIL SS•344LD FAX PM 2034n G"echnical,EngirmvkV d Mineral Exp"lon Dn1Hnp• InstrvmerKation•HorixoMal Drain - Ground Water MoMOrirlp•H&MX101n Wasb WWMCM0 •Wed Abwxtmwft RESOURCE PROTECTION WELL REPORT PROJECT NAW �,-{,�` JOB t 2ltO° (7-P START CAM WELL IDEM MAMN NO..- � �3 COUNTY: Vol o✓� DRILLING h 7NOQ �c LOCATM-5 114 "' U+ �4 DRx Lai �T L 9 SEC.: Tom SIGtyATlk .> WATER Lam.AEVATION: COtJSL1LT�G�Irt +BRA �i . ALLEOt ' FiEPRESENTAM :'' DEVELOPEll s• `�; '' f � AL DATA ' AS PUILT P ION DE. I TI M 44 VA- ,000 - . Si If le>r50-�3 } st s h L SCALE: 1' _ — PAGE OF too �. SOIL SAMPLING SERVICE.. I. mlamn u1s MERIDIAN EAST,PUVULL R VA 98371•1395 413FX 4ftM FEDERAL.ID/:91-076W4 va CONT.tSO4L SS'344 L0 F11X:9"9ZXN73 GeotooMicW.Engir*orVV S Mineral Expbration DrilkV• Inatrumeruat.`- • H: :ntat Drains Ground Water Monk&q•Hazardous Vesta ldendkAbon•Y1"A:avonn enu f RESOURCE PROTECTION WELL REPORT PFQECT ruin: C)- JOB#_ 8 � START CARD VkL L UCNT►FLCAi 1CN S o Z COUNT`r: t�A may;*57 c`l Of L>NG �`d LOCAT �IC*t 114 V4 im DFRIE1 L z SEC.:�_rawr��_AAtJC �_ DATUM SrNATLFE: WATER LEva ELamn. Z CONSXTM FlRt+E �-VA CL EPFEWATIVE DEVELOP@ , EP19t�0 Vkq-L DATA AS BUILT FORMATION DESC N=W Vvv6c - rA cAJe '�W-1 U- _. c�btrse- ;� -., �_� SAID s:`• to IZ DAr,.0 �Rot,vr� OC�An,C JI Cc1. s , 0T v 5 !4 v z Z •�,�� S�..A LQv1s�S SSA s ' =, SCALt_: 1` _ ---_ —_- PAGE f ' OIL SAMPLING SERVICE, INC. (M)927-3173 1415 M E Rt01AN EAST,PU 04AIR WA 9M71-t3AP TELEX'466M FED is RAL 10 N:91-0762274 VACONT.MIL SS'344L0 FAX M?927-U7s 1p Geotoohnica E :-e e-ing 3 MineraJ Exploration DrMN , instnrnentation • Horizontal Draka Grouno V,a:e-%lonaonng• Hazardous Waste l catbn•VWW M&Aoraonls y RESOURCE PROTECTION WELL REPORT o�ECT KAA: C DL roe � 1 ZEd�oo RP START cAc�y W wal rrT CATiCN rio. Coc m: v— Cmr �p l/1, DRtl M WTHCPI I LOCATION: _114 s 1/4 y4 4 SWTIJFiE: - $.EVATIOX .� COlA.T�1G FWtvt t FEPF ESEN'TATNE ^�- SEA 9 WELL DATA AS BUILT FORMATIO���j' rk tic -=_ _ If Q) SCAi_E: V PAGE OF SOIL SAMPLING SERVICE, INC. $415 ME-ROM FAST,PVVkL UP,VW 96371-1390 FEDERAL ID r.91.07SM4 VA corm.osOIL SS•344LO FAX P6)927-U7l s G00(K 'JcW,ErOr*$dN d Wn"Exploration Dr"• VWArnwtatbn•Hortzo l Dratru Grw-4 WtaW 1iAoNWN• Hazardous ALS19 Usnffjudt •WA Abeatdorlrnenb RESOURCE PROTECTION WELL REPORT PROJECT NAME: JOB it- (1tJ MU IDENTIMATICN NO.: 'S - `T s START CARD COUt�(TY: � CRY: V\ DRILLING MET}M: LOCAT10tt 1_ J4 E+� W 114 MLLER: N a�-gPf r, 1 q Z S�C�U TOM �N �— SIGNATURE: WATER LEVMELEV b CONSULTING FIt U ;.- z. kk k u RE MA7IVE-, '' was PEO �1 SEP 1 9-IS WELL DATA AS BUILT z DE y, a~: t 5a'► - 3 8r. Sitt /woad x"W��jnncl (e>�S�S a � yr To a© SCALE: V - ��v 5 �� FADE _ _OF SOIL. SAMPLING SERVICE, M. (2061927-3173 1415 MERIDIAN EAST,PU`ALLUP,M 98371-t= TELEX 466762 FEDERAL ID/:91-070=74 NM00t T.#SM SS'344W FAX:(206)9273478 GeotecMiced,Enorow Q d Mineral Exploration DdlKr p • won•Hor�Drakes Grand Water MwAoriW•H&nvd"Waata{demon•Wad ADwA=T ara t RESOURCE PROTECTION WELL REPORT ACT Wes,C: "t Z O START CAFD WELL IDE NT W-ATICN NO S �� d L' MUM: L q CITY: _ DRILINNG WMOU 4 u 4 S LOCATION '�,f 114 55 _u4 u DRI.LE k-Au T 4 SEC.: 1-9_Totft Z-q Al RANGE: it DATLM ; S>!GNATURE: WATM '$F1/ATIp+t- CON'SMTM Fmk u ! R�RESENTATNE: 'TEVaO SEP 1 1990 WELL DATA AS B60 FORlI�tA - _ rit to w/ Far S�K aye rS SCALE T-T= I V _ - PAGE__ OiF -- = r Geoboring & Development, Inc. BAR g i59 1 Resource Protection Well Re Jh / > DEPT. OF ECOLOGY ' Project Name �� ��y � `(D� Date Well Identification #_ County. • el !2 --- ' ' t/4 S t/4 Drilling Method Section - T, 2� R. Driller/r / ��►�►� Start Card Z License # r`J Consulting Firm e-yp le s Job # _� • Depth or �_ Soil Log Components _____ Stick up on Monument Casing t in Feet Dt Type of Surface Seal 91 Amount t ID of Riser Pipe Type of Riser Pipe Amount G Type of Connection — � L r •l Type of Backfil around Riser Amount l � Diameter of Borehole 7 ` Screen Size or Type D Type of Filter Material ( ) Amount 3 I r `I ,3 Remarks: � Signature 'y�� g� 6 1 OTECTION WELL REPORT oLC-f�5/p f j?, WELL TAG NO. g START CARO NO. , o 31. PROJECT NAME: D e-w STLe COUNTY: WELL IDENTIFICATION NO. c 2 0 +.a cT c r LOCATK +/i Soo� T,,.�R S DRILLING METHOD: STREET ADDRESS OF WELL: A� a K AIL, DRILLER: < 0tit �, S ,. S � r.T? _ FIRM: rc e n LL ',y, �x C_ WATER LEVEL ELEVATION: SIGNATURE: GROUND SURFACE ELEVATION: CONSULTING FIRM: rrL INSTALLED: - .2-F/P REPRESENTATIVE: +LL Lot_kI-r q DEVELOPED: ) Soil Type Depth In feet below ground surface) APR 0 819% d _ " P DEPT. O Stick-u Height (If applicable c-7— K; <= Monument Type �. Well Cap Type ` < Grout Type/#. Sacks �(cr J S }.�U�L < Bentonite Seal/#Sacks g Sys to , o - as ' .13 -- -� <- Well Casing I.D.: t J; r Type of casing o , O • 55 Type of connection Tn't-c� hedd�d < Fitter Pack/size/#Sacks /D S.'L,;�,, 13 -sts <- ------ — Well Screen I.D 3 Type of Screen 5 it yd v. Slot size U Ca < Diameter of borehole 8 If Endcap Type S' Remarks: RESOURCE PROTECTION WELL REPORT "Y START CARD NO. fit' PROJECT NAME: L rJ C' l COUNTY: �i•� WELL IDENTIFICATION NO. ' / iIh• i/1.s ' LOCATION:'/� ��/a Sec Twn`!� R _ DRILLING METHOD: STREET ADDRESS OF WFLL: DRILLER: - FlRM �Ii WATER LEVEL ELEVATION: SIGNATURE -- L/ //� GROUND SURFACE ELEVATION: CONSULTING FIRM: ,!l:�L 1 � � .-:�t=,� INSTALLED: ( - --!)l- fib REPRESENTATIVE: r i; ,. G L DEVELOPED: �o AS BVIIT Lk WELL DATA FORMATION DESCRIPTION I y 1 Uel I t I i i 1 I � \ T v � j 1 M 1 SCALE:I"-_.-- S PAGE I OF ECY 050.12(`?ay. 11/89) EL�L�_) HOLT DRILLING, INC, E YE_ n" Resou" Protection Well Report 4rNject Name �A, Date q- z s-qf 24N — "5E-32.D Well Identification # '" � D County_ K"y%q 1yLIJ Ys �lftj Y1 Drilling Method N' � Section 3 2- T R. 5 E Driller --'� +�0 t dS Start card R�366&5 License #f Consulting Firms Depth of Soil Log Components ____ _ Stick up rgK-ik on Monument Casing in Feet O' `1' Type of Surface Seal �U'`-r 4fe- Amount f.S -14,41 ID of Riser Pipe Type of Riser Pipe P UG Amount ly'6 Type of Connection Type of Bacidill around Riser _,. �f Amount U ' Diameter of Borehole q Screen Size or Type r J D Type of Filter Material Amount J — Remarks: _ OCT , „ 199 8 uF Q1 i lur - r (�`- � Signature I or � � � r HGLT DRILLING, INC. La L—j Resource Protection Well Report roject Name Date Well Identification # " Nu '� County �<; Ya N� Y. Drilling Method-LI HS� , Section 3 T R. S� Driller t chat. k�e�r e� Start Card PO 3666-5 License # -2LH Z Consulting Firm t CXt' Depth of Soil Log Components ___ __ Stick up on Monument Casing in Feet Type of Surface Seal AmountNJ �• 5 So ID of Riser Pipe 2- Type of Riser Pipe Pt"6 Amount 3' 3' _ Type of Connection FI Krh 1 yea Type of Backfill around Riser_1-�'" "°'`'f� Amount r Diameter of Borehole 4 V 3: 5' Screen Size or Type S ' Type of Filter Material-2e'``�V Amount Z,' Remarks: 6 1998 CEP I UF o 1 w/R SignatureL- m � LE, Tt#URCE PROTECTION WELL REPORT START CARD NO. 19 SS PROJECT NAME: _ - IKEI� `t ,E COUNTY: L',!/ WELL IDENTIFICATION N0 .mac l4. LOCATION:�vEY� i A Soc,5Z Tvm�Z R Sot DRILLING METHOD:— STREET ADDRESS OF WELL: DRILLER: KDV-11,35EY LA 0-,Qo5SCz t • _ T nRM: Cascade it ing, Inc. WATER LEVEL ELEVATION: N SIGNATURE: GROUND SURFACE ELEVATION: N/A CONSULTING FIRM: INSTALLED: � --a REPRESEN7ATIVE: f1w FlLtc�c_ DEVELOPED: - /V - i j AS•SU'L7 WELL DATA FORMATION DESCRIPTION I T _ I C CNCR,'I'E SURFACE SEAL — ft. ! i ♦ S /V S //NE, t I I I I I BAC KFILL I ' 07 — M5ft. 1 I � I - ft. ' T i I —T I I I I I ! I I T I I T I t I \ I i I I I '7' I I T 1 1 I \ 1 I � I ! � I -I- DEPTH OF BORING 'D R E C E I V E D ' FEB 2 21995 1 LJCf I. U( LVvwv I I SCALC: RAGE_-.-- OF ECY C5C•'2(Rov. 1 i189) L�r7ZRED HOLT DRILLING, INC. Resource Protectlon Well Report Project Name ZV6,-m egxtef' Date /°R -/7 Well Identification # 1/�'� �1 U� -az County' irf a . Drilling Method � ��wJ,�S� Section T. R_ SS� Driller 4A✓ W'C'C r G Street Address 7.— License # Start Card I1p R7L?z _ Consulting Firm 'e-e fG G AS-BUILT WELL DATA FORMATION DESCRIPTION T -�- i 1 i I I iI MONUMENT TYPE: 1 ' fL CONCRETE SURFACE SEAL -;- / ft � 1 1 ' I ' 1 PVC BLANK15' .�•Q ✓Q� I , I , 1 I 1 i BACKFILL ft Cl� 1 ' 1 ! ' TYPE:4�Oywt le- 4- 1 ' 1 1 I ' 1 1 1 ' 1 ' 1 ' 1 ' T P a VC SCREEN 'X IO 'OC 1 , SLOT SIZE: 1 1 ' TYPE: I ' 1 1 ' 1 GRAVEL PACK ziz ft. Q ' I ' MATERIALA 2+25 1 ' 1 ' 1 ' 1 _ fL ' 1 ' I ' I ' I ' 1 ' 1 ' 1 ' �- R E MAR KS -;- 1 , I , I , 1 , RECEIVED 1 � 1 1 WELL DEPTH / �� JAN ' 1 ' 1 697 ' T ' T 1 1 DEPT. Or Et,ULUOY ; 1 ' � 1 1 1 ' 1 ' 1 ' 1 ' Signature -- r OTECTION WELL REPORT a�-`-fl5rI3�L� sT/U1T cnno No. PROJ[CT NAM[: i�CX o nl 17-;l a S CC NTY: _ iELL IDWiFICATION NO. 61y LOCAT1pN�'/' �Vp Ca �Twn n ORUINC METHOD:__ �r/�7f .; �d / 'TREE7 AU011GI OF WELL: DA;LLCR: T C'_ll1LIL YQ_ ` 11Qt1� N 3/�,S� )gs,,j-r- FirnM: Cascade Dri ing, Inc. N/A WATCn LEVEL CLCVATION: ,IcvATuF,G: cnot;%jo sunrnCE r_LCVAnON: N/A CONSULTING rIr�I4 IN;':TAUCD: _ 13- nEaRE;GNTATIvE C - ozv :_, CD: ,-DIJILT WELL DATA FORMATION DEScnIPTION I T CONC7ZL SLl]2I'ACC SEAL0 - /`� f t. -- •�, V T ti I RACxr•ILL ;t336jr' 1 1 ft. I T T 1 ! 1 I ft. 1 T 1 ! T 1 \ i i \ i 1 1 t , I 1 RECEIVE I , T MAR 19 1996 ' ' T 1 \ 1 ' Of EWbWI ' � 1 -I- DEPTH OF I3O[.ING '7 D- �• i ' T { i I 1 ,CALL: i-_ ---- _ — PACs RESOURCE PROTECTION WELL REPORT c-c( 4-hx P STAnT CAM NO. PnOJCCT NAME: COUNTY: WELL IDENTIFICATION NO. -s_�i� LOCATION;'/.LIaL � v2 roc Twn� n OMLLING METHOD: 11w -TnCCT ADDnC.,.,Or Dn,LLLn: ��.11/T C. /Y)A.�Q�/ WELL: � Mrlm: Cascade DriAling, Inc. - WA fCn LEVEL CLCVATION. N/A SICVATURG: GnOUND SUnrACC CLCVATION: N/A CONSULTING Flnf.t IN:TALLCD: RE'aEGCNTATIVE /V C - DCVCLOPCD 09 � -J- FORMATION Dco-cnIP T ION T CCNCR - SUi2rACE SCAL 0 - 7V ft. 1 4�< I BACKFILL f t tr.�ill , T T f t 1 I i I 1 I I -T- - . t � T ' 1 ' I I T 1 RECEIV ED ' ' i i ' MAR 19 1996 ' \ I T � Department of ECology �- I I I 1 ' � I -T- DrP:E Or DopRC `7D, t T I 1 _ I 1 ---- _1 RESOURCE PROTECTION WELL REPORT d,q/W3;L- CTnnT CnnD NO. ^>lOJ[CT NAME-: __��� 'It 7-�9,4 s CGIJNTY: _ .ELL IDENTIFICATION N0. — ,-s.-�1. LOCATION jLl/. 'h 3o,3 Twn_ DRILLING M[TNOO: STn[GT nODnGJJ OF Yr'GLL: , onlLLcn: �1��1/7 C• /Y/A�Qy 11a1_L N 3/��53! ��iro-� nnM: Cascade Drilling, Inc. ' WATCn LEVEL ELEVATION: N/A SIGNATCONSU 1NG CnCA;NO sUnfACC r-LCVATION: N/A CONSULTWGrint.l: _ IN'7ALLCD: nE,,aE�CNTAT!VC u� - owZLOPt:o- � D93 AS-BUILT WEII DATA FOnMATION DC;cmPTION T I T CONCROM SURFACE SEAL ft. I Lb T t BACQ'ILL t � t 1 4 46W ft. T I T t 1 t I I ! t -I- - f t. I I T 1 I I 1 I I 1 T I I 1 T t � RECEIVED t i T MAR 19 1996 1 I 1 ,- 1 Department of Ecology ' t -T- < I DEMI of BOPdNG I 1 T ALA: t a _-- "R -801 E , I OTECTION WELL REPORT .zY�s� 3X STAnT CAnD NO. PnOJCCT NAM[ , 7-2$�s COUNTY: wEll Ip[NTIfICATION NO. -s— LOCATIMN C-V, 6L0 �- Of11LLiNG MCTHOO:_ 'h Soc Trm_�_ n STn[CT AUDIICS,,Or WELL: DRUM—AgNT C. /hA L o S/ I&I J� N 5)1 r-InM: Cascade Dri ing, Inc.' wnT[n LGVGL ELEVATION: N/A SICNATUrC-: C,nOUND SUnr-ACC- ELEVATION: N/A CONSULTING F!nf.t; IN;TALLCD. 7^9� REPRE:,CNTATIVC' PI d4k. — _ r)EVCLOPCD- &0(3 A,-DUILT WCLL DATA rOnMATION DEScnlPTION T Cv 0 - � ft. t C�I'B SURI'11C'1✓ SEAL , t T t BAC KrILL ft. T I T I I i I � 1 1 ,- - ft. 1 T 1 t i I 1 I I T I ' T t RECEIVED t � t ' � I T � MAR 19 1996 I T t t Department of Ecology I 1 t -T- DLP`ni OF BORING '7!,D- 1 I -- 1 T 1 DCALC: — 1 PACT: . `� 2 13Z RESOURCE PROTECTION.WELL REPORT START CARD PROJECT NAME: L4 tJa 0 COUNTY: WELL IDENTIFICATIONNO. i?IW'/ /IItJ�LOCATION:,�'/� Sec T m R DRILLING METHOD: /1(CGJ S�E�>> H/U�E,� STREET ADDRESS OF WE L: DRILLER: z['//l7F- L)L �rrAj/-V,-j FIRM: WATER LEVEL ELEVATION: '.ay SIGNATURE: GROUND SURFACE ELEVATION: CONSULTING FIRM: ^ - �' INSTALLED: 9-,�3 - 9/ REPRESENTATIVE: C e44� 4 DEVELOPED: AS WELL DATA FORMATION DESCRIPTION T � T 1 , 1 ' Z i Q 1 I If I R E C E!V E p -T- 1 OCT 2 54gt 1 O DEPT. F f f 1 GOtOGY 1 I , 1 1 i 1 SCALE:I". PAGE OF vCY 050-12(RAY 11/89) RESOURCE PROTECTION WELL REPORT START CARD NO. PROJECT NAME: II f L'wc "14.e p COUNrr: WELL IDENTIFICATION NO. R Aj-;�— LOCATION:Ilk 'A Sec 13 T.?tV R DRILLING METHOD: k 9A 41 f STREET ADDRESS OF WELL: DRILLER: I�1 —[V h NF ja� }Qu e- ��I�lv FIRAA: \ WATER LEVEL ELEVATION: SIGNATURE: � ) GROUND SURFACE ELEVATION: CONSULTING FIRM: /1/ �,�J (9 Q e �� INSTALLED: REPRESENTATIVE: S�Qy� b A V DEVELOPED:A.�hkh J:r,,J AJ AS-BUILT WELL DATA FORMATION DESCRIPTION T T I � I nn `�TFnl ' T" I I I ' 1 RECEtVEp -T- JA N 2 4 1994 -T- 1 I �. 1 DEPT, OF ECOLOGY 1 1 1 I I l� I I T' 1 I 1 I I I S-T ' I T" 1 i 1 I I I I i T I 1 i I I I I I T I 1 T I i I I i SCALE:I*.-- PAGE OF ECY O.r'c "14 f Rov s i to^8! f RESOURCE PROTECTION WELL REPORT � 5E 33 k i START CAR NO. PROJECT NAME: Q Q II C Vt Q �Q P CO AM: ` WELL IDENTIFICATION NO. Ah [At" LOCATION:bW,% t* Sec 5_%,L TW12W R s, DRILLING METHOD: �/ d �X STREET ADORESS OF WELL: ���n�f�b 44 w ? DRILLER: F1RM: ^ WATER LEVEL ELEVATION: SIGNATURE GROUND SURFACE ELEVATION: 7 —� CONSULTING FIRM: R:STALLED: W Q I` REPRESENTATIVE: S P CEVEZOPED:_11 Y1a LLJ AS-BUILT WELL DATA FORMATION DESCRIPTION T - - I aI-y ' Gprfar,: ?,-e -T- ` l0-ao I I I RECEIVEC, I S -r- JA N 14 T Of PT. OF Ec%Lp; 1 i i 1 I I I ��T T i I 1 I I I I I I I I I i 1 ! i i I I I T T I 1 1 I I SCALE:1' PAGE OF ECY 050-12(Rev. 11/89) RESOURCE PROTECTION WELL REPORT �j START CARD NO..oq# 31 PROJECT NAME: t,-;Q I/t Y U COUNTY: WELL IDENTIFICATION NO. &X\A/` LOCATION: /4 Vi Sec'33 Twr,,�� R 1 DRILLING METHOD: t STREET ADDRESS OF WELL: DRILLER: FIRM: �Q S ►" �" WATER LEVEL ELEVATION: f SIGNATURE: GROUND SURFACE ELEVATIO "7 CONSULTING FIRM: I V ( INSTALLED: ' [a� e l REPRESENTATIVE: ✓ DEVELOPED: (/ ^ k}-►n lil AS-BUILT WELL DATA FORMATION DESCRIPTION T T I ' I I I I b-lo ( ie rt S` � D__;__ p-a rnok�,��•�� -T- I RECEIVED ST PS JAN 2 4 1994 T I 0 f-f I Q -1 D S0, DEP1. OF ECOLOGY t I I I I I l o-r- -� I 1 I I - i I I , I T T I t I I 1 i i I I I T T I I I I i i I I I T' T 1 I I 1 I f I PAGE OF ECY 050 12;Rev. t 1 l89,' m x C. CL a 1 � 7 , a r FI i i~1( I a 00 I_- ,4 i � I 4 1__J 1 I_l i S } I I.-.1 I` _1 SHANNON&WILSON,INC. APPENDIX B WATER RIGHTS 21-1-09054-009 10/04/2000 ** WATER RIGHTS APPLICATION TRACKING SYSTEM ** Page 1 Northwest Regional Office WRATS REPORT BY TRS CRAIG SAVER CONTROL TYPE/ PRIORITY WRIA COUNTY ACRE ACRES DOM NUMBER STAT BUSINESS/PERSON NAME DATE CODE NAME Qi FT/YR IRR UNITS PURPOSES SOURCE TRS QUAD Gl-144637CL CL[L] GUAY, HARRY H 0/0/1960 8 KING DG WELL T24N/R 5E-28 G1-144638CL CL[L] GUAY, HARRY H 0/0/1970 8 KING IR T24N/R 5E-28 S1-064892CL CL[S] KING, RUSSELL V. 8 KING DG BOREN LAKE T24N/R 5E-28 S1-*04124CWRIS •01237 CE BURNEY A J, 6/11/35 8 KING .150 2 IR•FS• UNNAMED STREAM T24N/R 5E-33 G1-068016CL CL[S] DOBES JR., CHARLES F 8 KING DG T24N/R 5E-33 G1-155530CL CL[L] JOHNSON, GLEN N 0/0/1935 8 KING DG WELL T24N/R 5E-33 Gl-075115CL CL[L) PERKINS, E. B. 0/0/1929 8 KING 1 DG IR WELL T24N/R 5E-33 S1-*02359PWRIS PE/CAN POTOSHINK ANGELINE, 9/18/28 8 KING .500 8 IR•DS• UNNAMED SPRING T24N/R 5E-33 G1-066605CL CL[L] SAULS, HOWARD C. 0/0/1954 8 KING DG WELL T24N/R 5E-33 N 0 T E This report contains information about water right Certificates, Permits, and Claims. Because of unauthorized changes or non-use, Ecology cannot guarantee the validity of the Permits, and Certificates. Validity of Claims can only be determined in Superior Court. You are encouraged to verify that current use is consistent with the document as described. 8/14/2000 ** WATER RIGHTS APPLICATION TRACKING SYSTEM ** Page 1 Northwest Regional Office WRATS REPORT BY TRS WR'S CONTROL TYPE/ PRIORITY WRIA COUNTY ACRE ACRES DOM NUMBER STAT BUSINESS/PERSON NAME DATE CODE NAME of FT/YR IRR UNITS PURPOSES SOURCE TRS QUAD S1-*03471CWRIS •00622 CE ALLEN W M, 8/07/31 8 KING .025 1 IR•DS• UNNAMED STREAM T24N/R 5E-29 SE/4NE/4 S1-00325CWRIS CE BAXTER J H & CO, 12/14/71 8 KING .043 31.40 FR•CI• LAKE WASHINGTON T24N/R 5E-29 S1-20361ALCWRIS CE BELLEVUE SEWER DIST, 11/20/72 8 KING 1.000 500.00 MU• LAKE WASHINGTON T24N/R 5E-29 G1-154923CL CL[L] CARPINE, VICTOR J 0/0/1954 8 KING 1 ST IR WELL T24N/R 5E-29 G1-154924CL CL[L] CARPINE, VICTOR J 0/0/1909 8 KING 1 DG IR WELL T24N/R 5E-29 S1-*08429CWRIS •03907 CE CHIDIAC J N, 5/28/48 8 KING .010 DS• UNNAMED STREAM T24N/R 5E-29 SE/4NE/4 G1-061841CL CL[S] DIETSCH, EDWARD C. 8 KING DG ST T24N/R 5E-29 S1-061842CL CL[S] DIETSCH, EDWARD C. 8 KING DG SPRINGS T24N/R 5E-29 Sl-086427CL CL[S] ELFERS, RICHARD H 8 KING DG LAKE WASHINGTON T24N/R 5E-29 Sl-155182CL CL[S] ERICKSON, D E 8 KING IR LAKE WASHINGTON T24N/R 5E-29 Sl-107158CL CL[S] FAGERHOLM, DONALD R 8 KING IR LAKE WASHINGTON T24N/R 5E-29 G1-005003CL CL[L] GUNN, HELEN F. 0/0/1959 8 KING DG T24N/R 5E-29 S1-*16162CWRIS •07972 CE HEMMINGSON T, 7/05/60 8 KING .010 DS• UNNAMED SPRING T24N/R 5E-29 Sl-98000459CL CL[]/REJ HOCHFELD, MARTIN 0/0/0000 8 KING 0.000 .50 0 IR OT LAKE WASHINGTON-L T24N/R 5E-29 Gl-097141CL CL[L] HOOF, CLIFFORD 0/0/1945 8 KING 1 DG ST IR WELL T24N/R 5E-29 S1-097140CL CL[L] HOOF, CLIFFORD 0/0/1941 8 KING 1 DG ST IR SPRING T24N/R 5E-29 G1-086331CL CL[S] HOUTZ, JOHN H 8 KING DG T24N/R 5E-29 G1-076266CL CL[L] HOYT, DOYLE A. 0/0/1946 8 KING DG WELL T24N/R 5E-29 G1-066814CL CL[S] KEIRE, ALF R. 8 KING DG T24N/R 5E-29 G1-015782CL CL[L] LAVILLE, EDMOND 0/0/1946 8 KING DG T24N/R 5E-29 G1-155612CL CL[L] LAVILLE, EMIL A 0/0/1957 8 KING DG IR WELL T24N/R 5E-29 G1-148631CL CL[S] LAVILLE, EUGENE H 8 KING DG ST IR WELL T24N/R 5E-29 G1-148632CL CL[S] LAVILLE, EUGENE H 8 KING DG ST IR WELL T24N/R 5E-29 G1-041822CL CL[L] LINDSTROM, ALVERA 0/0/1921 8 KING DG WELL T24N/R 5E-29 G1-041823CL CL[L] LINDSTROM, ALVERA 0/0/1921 8 KING DG WELL T24N/R 5E-29 Gl-041824CL CL[L] LINDSTROM, ALVERA 0/0/1921 8 KING DG WELL T24N/R 5E-29 S1-051328CL CL[L] QUENDALL TERMINALS, 0/0/1916 8 KING 20 IR LAKE WASHINGTON T24N/R 5E-29 G1-073175CL CL[S] RAYNOR, ROBERT J. 8 KING DG T24N/R 5E-29 G1-081053CL CL[S] SEGUR, HAROLD I. 8 KING DG T24N/R 5E-29 N 0 T E This report contains information about water right Certificates, Permits, and Claims. Because of unauthorized changes or non-use, Ecology cannot guarantee the validity of the Permits, and Certificates. Validity of Claims can only be determined in Superior Court. You are encouraged to verify that current use is consistent with the document as described. 8/14/2000 ** WATER RIGHTS APPLICATION TRACKING SYSTEM ** Page 2 Northwest Regional Office WRATS REPORT BY TRS WR'S CONTROL TYPE/ PRIORITY WRIA COUNTY ACRE ACRES DOM NUMBER STAT BUSINESS/PERSON NAME DATE CODE NAME Qi FT/YR IRR UNITS PURPOSES SOURCE TRS QUAD G1-106080CL CL(S] SHARROW, GEORGE W 8 KING DG ST IR T24N/R 5E-29 S1-000304CL CL(L] SLATER, BERTRAM R. 0/0/1969 8 KING 2 IR T24N/R 5E-29 G1-003003CL CL(L] SONDREAAL, GILMORE E 0/0/1948 8 KING DG ST T24N/R 5E-29 G1-081321CL CL[Sl WOOD, SAM L. 8 KING DG ST SPRING AND WELL T24N/R 5E-29 S1-081320CL CL[S] WOOD, SAM L. 8 KING DG ST SPRING T24N/R 5E-29 S1-084797CL CL[Sl BEARD, HARLEY E. 8 KING DG STREAM T24N/R 5E-31 S1-*12507CWRIS •06108 CE BENOTHO BEACH WATER 8/13/53 8 KING .022 DM- UNNAMED STREAM T24N/R 5E-31 NW/4NW/4 S1-035371CL CL[S] COCHRAN, TOM J. 8 KING DG LAKE WASHINGTON T24N/R 5E-31 S1-22540CWRIS CE DUBOIS JOHN G, 6/16/75 8 KING .010 .50 0 IR• LAKE WASHINGTON T24N/R 5E-31 Sl-038811CL CL[SI DUBOIS, JOHN G. 8 KING DG LAKE WASHINGTON T24N/R 5E-31 S1-030886CL CL[S] ELZEY, DONALD H. 8 KING DG LAKE WASHINGTON T24N/R 5E-31 S1-045586CL CL[Sl GOLDMAN, GEORGE M. 8 KING DG UNN SPRING T24N/R 5E-31 S1-*19565CWRIS •09805 CE LUALLIN D E / C M, 4/04/66 8 KING .010 RE- UNNAMED STREAM T24N/R 5E-31 G1-129052CL CL[L] MC WILLIAMS, DONALD 0/0/1945 8 KING DG WELL T24N/R 5E-31 S1-*12517CWRIS •06151 CE MERCER ISLAND BEACH 8/17/53 8 KING .100 DM- UNNAMED SPRING T24N/R 5E-31 NW/4NW/4 S1-20785CWRIS CE MERCER ISLAND BEACH 7/31/73 8 KING .100 5.00 2 RE-IR- LAKE WASHINGTON T24N/R 5E-31 G1-*03363CWRIS •02824 CE MERCER ISLAND CORPOR 9/01/53 8 KING 35.000 56.00 DM- INFILTRATION TREN T24N/R 5E-31 NW/4NW/4 S1-134680CL CL[L] NORPAC INVESTMENT CO 8 KING IR LAKE WASHINGTON T24N/R 5E-31 S1-*03381CWRIS •01539 CE PETERSON W E, 5/11/31 8 KING .200 DM- UNNAMED STREAM T24N/R 5E-31 NW/4NW/4 S1-*03382CWRIS •01540 CE PETERSON W E, 5/11/31 8 KING .300 DM- UNNAMED STREAM T24N/R 5E-31 NW/4NW/4 S1-112341CL CL[Sl PETTIBONE, D M 8 KING IR LAKE WASHINGTON T24N/R 5E-31 G1-058822CL CL[Sl PREWITT, NORMAN L. 8 KING DG T24N/R 5E-31 S1-074874CL CL[Sl REDDY, WILLIAM H. 8 KING DG LAKE WASHINGTON T24N/R 5E-31 S1-20661CWRIS CE SANDBECK KNUT, 5/30/73 8 KING .010 .50 0 IR• LAKE WASHINGTON T24N/R 5E-31 S1-031024CL CL[L] SANDBECK, KNUT 0/0/1951 8 KING DG LK WASHINGTON T24N/R 5E-31 S1-*03557CWRIS •01471 CE SANDBERG N N, 11/16/31 8 KING .015 DS• UNNAMED SPRING T24N/R 5E-31 S1-031647CL CL[L] SPROULE, KATHLEEN M. 0/0/1973 8 KING DG LAKE WASHINGTON T24N/R 5E-31 S1-20286CWRIS CE WHITNEY FAY H, 9/19/72 8 KING .010 .50 1 IR• LAKE WASHINGTON T24N/R 5E-31 S1-005439CL CL(L] WHITNEY, FAY H. 0/0/1957 8 KING DG T24N/R 5E-31 S1-085648CL CL[Sl WILLIAMS, ROGER F. 8 KING DG LAKE WASHINGTON T24N/R 5E-31 G1-102850CL CL[Sl ANDERSON, MARVIN L 8 KING ST IR T24N/R 5E-32 - __ — -- - - — -- N 0 T E This report conleins information about wo of r 1 r 001 rit r, Permits, and Claims. Because of unauthorized chariges oi• r >n k.yr«, Ito ogy cannot slu iiartee the validity of the t'oimits, m"l C-!itificate% 1 rf C tin con only be determined in Superior Court. You arr, rncoiirrge i +r that current I!,e s consistent with the docun,nl: ai describco 8/14/2000 ** WATER RIGHTS APPLICATION TRACKING SYSTEM ** Page 3 Northwest Regional Office WRATS REPORT BY TRS WR'S CONTROL TYPE/ PRIORITY WRIA COUNTY ACRE ACRES DOM NUMBER STAT BUSINESS/PERSON NAME DATE CODE NAME Qi FT/YR IRR UNITS PURPOSES SOURCE TRS QUAD G1-111870CL CL[L] BARBEE MILL CO INC, 0/0/1944 8 KING DG WELL, T24N/R 5E-32 Sl-147176CL CL[L] BARBEE MILL CO INC, 0/0/1874 8 KING DG LAKE WASHINGTON' T24N/R 5E-32 S1-*09201CWRIS •07702 CE COAD PAUL, 11/09/49 8 KING .030 4.00 2 IR•DS• UNNAMED STREAM T24N/R 5E-32 G1-097714CL CL[L] DOHRN, RONALD G 0/0/1941 8 KING 1 DG ST IR WELL., T24N/R 5E-32 S1-*13937CWRIS •07115 CE FARR W, 6/22/56 8 KING .010 DS• UNNAMED SPRING' T24N/R 5E-32 G1-081040CL CL[L] FARRELL, DARVEL B. 0/0/1961 8 KING DG WELL T24N/R 5E-32 S1-155213CL CL[L] GODDARD, WILLIAM C 0/0/1974 8 KING 1 IR LAKE WASHINGTON- T24N/R 5E-32 R1-*02087AWRIS AP/REJ HORR TAYER A, 5/18/27 8 KING 1.00 PO•IR•DS• UNNAMED STREAM T24N/R 5E-32 G1-149605CL CL[S] HUFF, LESLIE C 8 KING DG T24N/R 5E-32 Sl-20807CWRIS CE HULSE MARY A, 8/07/73 8 KING .010 3.00 1 IR•DS• UNNAMED SPRING/ T24N/R 5E-32 S1-20807CWRIS HULSE MARY A, 8/07/73 1 UNNAMED STREAM T24N/R 5E-32 G1-056665CL CL[S] HUNT, ROBERT L. 8 KING DG T24N/R 5E-32 G1-063488CL CL[L] KENYON, ARTHUR R. 0/0/1955 8 KING DG WELL/ T24N/R 5E-32 Gl-103323CL CL[S] LA BEAU, KENNETH J 8 KING DG T24N/R 5E-32 S1-*21762PWRIS PE/CAN MCDANIEL G T, 8/12/69 8 KING .100 FS• UNNAMED SPRING T24N/R 5E-32 S1-*21763PWRIS PE/CAN MCDANIEL G T, 8/12/69 8 KING .020 1.00 DM- UNNAMED SPRING T24N/R 5E-32 S1-*21764PWRIS PE/CAN MCDANIEL G T, 8/12/69 8 KING .180 5.00 DM- UNNAMED SPRING T24N/R 5E-32 S1-070046CL CL[L] MCKAY, JOHN W. 0/0/1940 8 KING SPRINGS T24N/R 5E-32 S1-*22473CWRIS •11450 CE MOJE D W, 8/18/70 8 KING .040 1.00 0 WL•IR• UNNAMED STREAM T24N/R 5E-32 G1-044472CL CL[S] NELSON, SHIRLEY E. 8 KING DG T24N/R 5E-32 G1-131041CL CL[S] NEUMAN, EDMUND J 8 KING ST IR T24N/R 5E-32 G1-061998CL CL[S] NIELSEN, ROLLIE C. 8 KING DG T24N/R 5E-32 S1-*02086CWRIS •01101 CE NYBLOM ALGOT ET UX, 5/18/27 8 KING .250 8 PO•IR•DS• UNNAMED STREAM T24N/R 5E-32 W/2NE/4 G1-084725CL CL[S] REYNOLDS, CHARLES F. 8 KING DG T24N/R 5E-32 S1-*04348CWRIS •01337 CE RUDOLPH J E, 2/13/37 8 KING .040 RE•PO•IR• UNNAMED STREAM T24N/R 5E-32 SW/4SE/4 S1-*04348CWRIS •01337 RUDOLPH J E, 2/13/37 T24N/R 5E-32 S1-*08447PWRIS PE/CAN RUSSELL CHARLES, . 6/11/48 8 KING .200 FS• UNNAMED SPRING T24N/R 5E-32 G1-021541CL CL[L] SANDHEI, JACK A. 0/0/1947 8 KING DG T24N/R 5E-32 G1-074884CL CL[S] SHAW, IVAN L. 8 KING DG T24N/R 5E-32 G1-130481CL CL[S] WRIGHT, WILLIAM A JR 8 KING DG IR T24N/R 5E-32 N 0 T E This report contains information about water right Certificates, Permits, and Claims. Because of unauthorized changes or non-use, Ecology cannot guarantee the validity of the Permits, and Certificates. Validity of Claims can only be determined in Superior Court. You are encouraged to verify that current use is consistent with the document as described. t_Fitltr:( A f: !{hft'Hi) (7,,(:I' Ni, T. iA1I' •,r i.i, .1::IIINt:Tt)ti. (rt ', '( f! �GL1<� J C'I:R"I J F ICA'R"E f M St.:'i FAC I "N'1'I 1, ItI(; ( Its. ra '.9'A4Y t ��T'r�t,j „ ,r!� � •. . ,'. ' �f��' J)r r)r. �`t r'tt, /'. !r� i,, 'i , , t T t�1 tTtr' .\1(: il:.tl? iIT! Ctl ;2:C--&ion ?l.'.:1121 . e- a r�a _L�u..}i.�J. . �.v-►+.�. v:t_.-I rt...'�...jY 7. ut�(�....ki.�t . _............ . .. 1.. ......... W.M. for ct c puTp se(sr of. ....�a�a2(i�{; .;wad..fire protection ..................:_........._�__......... .. . ...... __.. .. . . .. under and :,peei!icall!J trI ;ii,.•t•;:_'tf7TlS i'ontahzed lit PeTrrlit No. r, ..ra,, c issued by th,? Dcpar ot(it, ( t E.(';Il(,tf21. (Ind lbat said richt I!1 i.;11.' 71;:i' :')r c(IUi )7."!i<'7s ?i!!ti li"(.'! 1)('1'1!il 1(?C(, 771 (ra!1 rile lair: ni :1'vshn7c,tvn, (1.7td is Ill)Pi't)tJ {(11rIr'IT!f':I 111J 'it(, Ofj)llrr"r111')(r of l cOt!"(1 i (!12(i Otrend of rE('(lTd %(it7l)Tlf' (l° Pt!(J(' /. '17t;i the rrif,?':tll (,I t11ii ;'t(1Jit iter('611 ('0711irrne(i dat('s from L`ac:trib:.r ;ls, 1971. Oil,! the gi(onfitlr of -water tinder the rlq.ht hereby confirined: for the ofores,,ii(I pt(r poses 'S Ti7ntted ''fi an anio, )it actuaii.?, benrficialhr zosed Crtt: sliall not exceect,.....;J..iac►3. i } : CyabiQ._foot...�Jd+r Second; .1.=i .r.''tcre-feet..pa�...year, coixti.n.ucT.ifv1 ( �l .—.� �l�t.I.i f'.Ll:. '4a.A,.l).A.y...f.►AM....c4LR..... . neode.d. .,for .fi:n: .pratt?.Lion.__ A description of the iaiids to u)llich such st(.rfacc u(Iter right is app'artelcant is (is foltovs: i that portion of Gavern ment Lot 4, Sec. 29, T. Zit 11. , R. 5 R.W.1C T+CiORTHM WIM shorelaads of the second class f!"OrUting thereon 1".rin*, vest of the rtort7iert Pacific R&ilvay right of vkv and south of the followir..g dmaerib,,--d lands; beginning eat the northeast corner of said Governrsent Lot 4, which point is marked by an iron pipe amd is 920 feet, more or less, north of the Southeast corner of said GoTernment Lot 4; thence s.uth. &Iong the east line thereof, 156 feet; thetwce east 62 Bret to the venerly line of Itsadd right of vsay; thence soutInmoterly &long said right of vay lima 156 feet to the begi=ing point of the line to be described; thence worth 58020' crest 46o feet; thence north 6704o' great 210 feet th the inner harbor line of Lake Washington as nov established, and the terminus of the litee; LESS rights of way. 11!C 1'1(tT1l to the ltsc 0.' 01(, tC(i!cr (iforesct:d Itr7c1:'t, eonf(r1)led is restr:rted to the 1 s or place des vnbed, e ( •?A (is oroviri 6. (�r (, � �• c In RCt'v . ;. T3,38f (In(i .`1G.G3..,90. t'fzi. crrtilicl tc? of stirface wMer ri„11t is specifically' sitbject to relinquishment for nonusc „t water As pro-vided' in RCIV 90.14.180. GO-en 11nder 7717, h(old iln(1 t!tc Scat (:I rhls filll,'1' at ( Prtr)IJ):'t. 11'f/:;1t)r.1. i11t� �t ttt. tit It ��.lut.ttr� 1)1�:!'.1t:'I`\11:\'1 1►1' t'( IlI.IJ(:l Uhla ...1..r •t'r„,C ,i fir.;�.f::r. � 1'(1(i :1 I'I:ItMl'f' 46 I._. %„_t. t�fi:.. .:_..._L _.._....... _.1 To Appropri:lte Public Surface Waters t►I' I'lle State «(' W'-lchingtoll i. J. II. B�1''TEF .S CO. Il �t>,• rn,.)i ...+t rt rn:•tnn•„ ,. . .,it'(• .tr. . � :tl ra;I•r �•. .:r.u,r::;an, P l"i; 1.0, 191!i CALIFORNIA of 50.15 L,AICE WASHINGTON BOULEVARD .NORTH, I:., c). J3OX 568, RENT.ON, WASHINGTON r„mta,•n• 1,,,.n,!nce:,,id:r.:,, 98055 do.l"Crebi T)pjk-,, ifpplicatlon for It perm.." tt:) approp rift ty ;17:, deserlborl pablit' veers of thl S'cte Of (j' ,,;liltgt,r; to cxistinq righ.s' 1. The source of the prolx)seu apin'�Jl i `u:ina is . 1,AKE WASHINGTON ;Nair••• cl .,•urcr strum. lake, r.vee. s(;r)nv. etc.: •f unn;uaru u, st:,h' tributaryof. . . .... ...................... ._..... ................. 2. The a)nonstt of water which the applicant inte)tds to apply to bereficia-1 use fs..._...01•d.4.3 cultic feet per second; .....2.m4.....................acre-feet per year. S. The use to whin the water is to be applied i::.......1Fe'�CTLTRNG..ANI?,._FT�tE_.��Q�'E.G��.QN . ................................._.._............. . ... ..,........._. _.... .... ........... ......_......................... _.. (IrrftOttOl), j10w1.[, ad•tfng, manu:acturiny„ dom^_stic supply, etc.) 77 4. Time during which u ater will be required each year.... . .....C.ONTINU.OL'.SLY............ ............................... _ _ ..... ... _ _ ...._....._..... >�'�.-d�.�iiire �"•iYefi�� ••��,�iq�++'�d�'x'`=:'LPY�'�"� !>r'�'r%'� "'' , ,• The approrir* me point. of diversion is located....GOVEM 'tEWT'.:kA> `.:. .:.-.. �.2.0.Q.._ e .t...Wes..t and 13.15._feet South.. from..,the,•.,Center .of._.Sectic�n •29.. ...... ..... ........ .... (Gave measured distance and bearing or north-south and east west distances from nearest section or subsect!w'. corneri being Sec.......29_.. T).24... ...N... R...5..: (E. cr tit'.i wtihtn the NE.- SW...;d__..._............. ......._... . . l . (Give smallest it-gal suboiv,s,on) in the crntnty of. .. .KING . . (Accurately mark and identiry each point of t.livarsion on the ntaps or plats sul)niitted with this ap,>lurtion.) POINT-OR DZVERS10l3..;g_RRD�--DO'P:-INSIDE�OF�R2".D t`Ittt7�E: r�1_LSt1!}3NCL(X? ?_ A_ ��T!��r. ter, �•t,r nr `l'H17 cW); n:.' rt �, t • n. � r �tea o. j � • �a-.—•,,2��Zr a.,..e I(rwSJalrs, 7 YET •,� . •.o- r mot{ .1'r. .-t ce JS 07 it 17 •� ',� HAZELViCOD ' ` v it „i.t: ij{! :.(�Y '� � ._.-X •N � �• i��hf'".A.:"' ;.'� a�J�• 1 i 1 r _ •� •i ,V�i� .,t7..Jt,u� . -` ;. ' 4 h.. �'"C• 1 ' FN ECi-�ii• r ...,• '1. •'r :�W •�• • i ! ♦�•rk�r A, �, .�iT i/ a���,� �. t.'7 ,.4 �.•'»'63 tii x i•ter •- '`• m'w� Gr'N !�c•.t.f:.��w` �� I`i$ � /T �. � � r. C 't'r' ��•`----� I' - . "rry..J V ..� ``� � .X µ �-r:.. •�. __.__' _. _. _ 1 rA s --2��'.,,e ��Z: t i�; a ��( �'Jai/�ti�` •tv •e;':.. --M '� - :;.i. .r. 77 ' ,�• � -�®(A7•� ,//.4/,/1•'�_1 J �r Q •.11 � .,A• Y11 y. . .•' t 't}l •{. �, .,.9•_. 1 l 33 � W'r•� 1 •L, i. ` "'1 i7 D't•J• � C� r'w'.tv I J 06 Al _., %9.st ' i�e��e..Y''-.t..�gait"a _�'. •'i.:a :;� ��NIk•�OF 1"' tt ,`O �~,���.•. .`C, � • 31 ( �.rf ,�-,IA+!!r Itii.1 '. , 1 I �� .. ' .V V- •..i � 'tt _ r •' �� �` . ' �'���� � ,r w• : 4K.F. •v�ta I f��:.�!S•���^7JVM'�nS�'I �!� yr.:':--, {� •2 z _ � �`•j • • N T D "� •!.t;:t iJ•�Y ti Dy 'J vi ,t ��W S - A ../' It �. rr'? G;�'•O.� 'j ,�`'�'„C.F...s..,.��el r. ,.-,`��:�+ r.J�t'('W'1 O�,r, � +,` q ,� ••,t-.1; 4 al',_ � r� `Z'- ~ w I = t'i ,�- _..___'-�•—�-- •,h ,,f �tn,e. �` 17 67 Ir 11t.R y. �' ^' 'T1`'1 .�ww••ww,w,...,,...++....nw..rRar +w•.«m•w,nawmrr•*.,nra•w•:..�wwr"""•:..�.,.«7i.....w M...+w•w.w..+www ... tiTATt{OF N'Atillt J i)KI'ARTJIIi:VT qto CONSERVATION AND I)Ii�'1?i.O!'1f!?Nl' C �� l l)ivisii►tt Of llydrattliem _J� V TO A ) )i'o 1'�} 1 I)1•i��fe Public, Waters of llie Stale of Wa �`_' 5�1111��.QI1"' .dpplic•ation A'(,. U.24 '" � /��� Permit 1'4'0.........�,:_t.?.£•:�+. T. ... ....... // (Nttrpy T,f npplteA r,tJ � ... County of.... .... State o • ................._........... , r f. ._curl �. .. ... ............... ..... ..... . do herrby make application for a permit to appropriate the fnllo►ving described litrblic 2catt rs (,1 the Strrtr .,� (t',rsh;,,,►Inrr rrl.jrrt to exisli►rq rights: , If the applicant Is it corimration, gise date and !dace of incor•1)(wation.. . . .............. .. ...... .... 1. Thc• sat'?-cc of the proposed appropriation is %� 'z� "'r��•�.. tributary of..._.��� '�,t._ ....C-." ... .. % :Iot►ed O.J. / o2S , ?. The a)nourtt of water which the apj)lica►tt intends to applq to be)tefrcial use is..................... ,,/ cubic feet per second. 3. 1'hc use to 'Which the water is to 'e r•_ , (I'rlRutLm,p er,rnlning,tnanuract�ring,dorllestle suDDltgn,etc.) 4. Time during rt.•1(ich uratcr will be re :tired tack year.. n . ,•s , r ..,u .i .,C...O.,,.. ..a h.. _ t .�..(�?'' _._.N_N.-.}'423F'_Ft2:-]•-.t)N2i�i.4 C 01r't j-M10U:i y ; or :). Tlrc ap!)ro:r.vnate pot►►t of tlit:rrsion is lncatcd...:..: -Ol�l.7..� D C (Gil distance and Laa ring to section corner) .... ,'x� a:�,� �// .. a�C.P.if.Y:.yyn^Co�ur:no�iv.icir......... ... being within the... 42_ GLh.(Ctte rmallest 1cF c/ ubdJv7slo,,)•�✓` .. ... ._.. ...... ............. .........of Ser........3.�..:. . Tp t "..•..•1•- ISO. E.Q.- in the county of....... ..L.....^ G. The.. .. . . ........ ...........to bc............ _.._. .....ft. or miles in lcnath.,f••rminatino (tiJa:n ditch,canal,or Dipe Ilnc) . . i inthe..... .................... .. .. ........... ... . .... .... . __...of See....:........: ._ .., Tp._ (Smttlleatiot;nlaubdlctr,ton) -........ the proposed location being shown on the accompanyi►ig mac). (.v e.E.or NV.) i. The name of the ditch, canal or othe zr.orks is._............ .. _...................._......................_.............._.................................. R. Estinzated cost of development necessary to tttiliZe fully the appropriation herein asked for 9. Dues the streem front. which you 2cish, to appropriate ivater fto-tr through th tract of land on which the water is to be itsedf............ �-.. ..•...rc�C o .<:;�.. c t�C 10. Do you otr►t the rcgttiretl rigl(t-of-ivay for the p)•oprscd ico►1 P. DESCRIPTION OF WORKS. DivLusiox Woltxs- 11. (a) Height of diversion dam........................................ .. .._....feet; length on tol)... ......._..__.._ . length at boltonr . ........ . feet; material to be. used and rharactcr of (-onstruction � g��}!�,'f:�,z'(+ff.�5�!iir tVr#�9+CN+ k� iir?A/t+to�•i�Kf�ht+1�13C?�t'.M!�,:t'�f?VMdle'<{.i�:x-r�<r+s:,ir,�.e..�«.Y4rrn.i.9+i,.�N�ittif^-�s'�1.ylx"'�.Y,������ �r 1 1 E o.roit 11 9 7 "lam em000rat+•m ss.oosS AN i orsr}M•fagft r....a• l- sKLlf 1�L' AVOIMttoy mw 1 s r4/600wiMa of of softwa {; >�d aw w..r sort Nrr May Z Z, 1973 1. ft of seas t- ftm or 9MM N I 1 1 State cif Washington J Department r,f Ecology a Northwest Washington Regional C)fficr 15345 N. E. 36th Redmond, Washington, a8052 3' Attrntf,�n: Mr. Duane 'A'c%znr.r, Rrsuur( r» Managen;ent i Its Surfarr 11i'atr,r Appli, ation No. S1 -20361 + I . Bellevue Sewer District I City of Bellevue- Dep,ertrnent of Utilities Ge►Ztlemen: 1 �r+• ( r In re%ponse trx your letter of April 4, 11)73, the subject notice of aw!'4cation ! as recriv.d from your office has ber.n publisned once a week for two consecu- tive weeks in a local newspaper. . The Affidavit of such publication for the uatem of April l') and AprV 26, 19-13, 1 is enclored herewith. �EtELi.EVCJF SEWER MSTRICT Donald R. Wilson Administrator Enclosure j cc: Mr. K. VoshidA, Cons. Engr. .,y l t s l! r `�ri 0 S sr. c i rrc .t ai t � ti���� i ^Prl7 f y s: Ary Sheet 1 of 2 ` F ADDENDUM To AYE f .JCATION FOR A PERMIT To Appropriate �'ul�lic Surface Waters of the State of Washington { Bellevue Sewer District P. U. Box 70 Bellevue, Wtagbington 98009 f Item 5. A P-0int of diversion is adjacent to oach of the Flush Stations listed below. Approximate locations of the stations are given. :s E-•;,- THUR.STON: 3106 feet South and 1140 feet East of the Northwest corner of Section 31, being within Tract f>, M. F. tights Replat of Block 23 and Par to of Blocks 19, 20 and 22 Keno--d Park, Section 31, Township 25 North, Range 5 East, W. M. , in the County of King. FLUSH NO. 1 YARROW BAY. met North and lOOO felt East of the South corner of Soction 18, being within Lot 2, Block Quarter eplat 41 Of Portions of Yarrow, Sep:tion 18, Township 23 North, Flange X Eaet, W. M. , in the county of King. 5 /4- rLUSH NO. 2 - HUNTS POIVr: �. 1 'W,t-3outh and 935-feet West of the Northeast corner of Section 24, being within Lot 7G, Assessors Plat of Hants Poi:,.t, Section 24, Township 25 North, Range 4 East, c W. M. , in �:11e county of Ring. FLUSH NO. 3 - N i S N. E. 26th STRF.FT: 6 -0 eet Nortan eet west cif the South Quarter warner of Section 24, being within, thO South 001-half"- of government Lot 8, Section 24, Tcnmahip 25 Wortb-, Range d East, W. M. , in tilt county of King. FLUSH NO, 4 - RING: 11,, set South and 660 feet East of theNoxth4st corner ' of Section 31, being within Tract 6, M. P. vights Re:plat of Block 23 and Parts of Blocks 19, 20 and 22 Unwood Park, Section 31, Township 25 NortL, Unger 5 East., W., X. , in than; -aunty of King. s EL�.IS s 410 feet South and 1675 feet hest of the Northeast corner yN of Section 6, being t)ithin-Wt 8, Bloc-N 2, Plait ctf Noorlsind, Section b Tov.nsh p ?4 North; kang4 5 East, W. M , in the county of King: -----`_ - LI e..•:Jlsk •A...-.•rs.w -«... ...�x n .. . ..............u..i C.ri•v i ,...... ... ,,. �l. � 1 Sheet 2 of 2 ADDENDUM TO APPLICATION FOR A PEP1411 i .,; To Appropriate Public Surface Waters of the Y � tmt�c of , ashitcgton r Bellevue Sewer District, bel.levue, Wa8hi►:yton 98009 E< Item S. (Cont'd) i.. 1 CitAGIN; 625 feet South and 15 0 feet What of the �ortheat�t cox�ter 0-0 Section6, besina within loverr�metnt 1 Lo , Section fs, f Tcxvmship 24 North, Range 5 East, W. m. , in the co"nty of King. ..; 1 > RIPLEY: 2190 feet South and 2585 feet West of tho Nor thaa#t' corset of Section 29, being within Got 24, Block C, Plat. of C. C. Hillrmns Lake: Washington Garden of Palen Addition j ` to Seattle,. Division lw_. 3, Section 29, Tcwnship 24 North, l i7a.nge 5 Easy., w. K. , in the county of Ki-1r. s U t F�t KR* r w:, tU )V' a 3:0-A 4.Y7.-"%1 1SVSl4 STATE OF «'AKHI\(:T()\ DLTARTMFXT OF CONSERVATION ASI) I)EVELOVAIE'1T Division (if Hydraulics APPLICATION FOK A PER61NUT To Appropriate Pilblic Waters of the State of WashinglAM (Read .erections on last page carefully before filling (Jul this form) Application N,,. t�i4, 1950 1. - �/V 4:��11.141 L , !r:umplete pr stotrier add:rc.) .do hereby rnrkcr application fort' a VerniiI appropriate the following described public icaters of the State of 1�ctslliriytort subject to eristiag •rrylits: 1( th(• appheant is a eorporrtion, yire d(tte and place Of imc•orhor(ifiori 1. Thc• sot(rce of :liv propos(rci al,J,rovt,4(.,non is �1//C / /67/1-( CrJ Nmne of�trrarn, tributary of /1 :7/L e- t Guh.�iQ�4`Z%n °✓ 2 Th(e alnuttrt (:f ivater w1tich 'lr, ai,r/ii(•artt. intends to apply,to nerit, eta; tee is cubic feet pc r sc(ond. The ?is(- to witicll rite 7rwer is !(, be upulied is h(,Ka;:.m.puw•et,runfng.,!yf.+ actur[hK.rlermextic wppHcs.etc.( 4. 71,7nc daring IVIIirh wmer w:III Lc + llt r.rcd ('at•l) licwr � /�t �/t4'.i 5, Thi cy ,t•(,x-1-0J." pwrtt of dot.-•;,Ut; :.c -'ot Ier: .' c/L ,�� 'T G� •( h Gig•!•d!st^r.cr auu bcarinK to r�c:lnn trrnK+ � // h CjIC t �'1/(i�r1(.7� . U•1 (r:,Cis�1'�.'n �-� being it itltin ihr (�`. 4l�'`�, ¢ of Sec. 7 Tp. N.. K. �� W. M.. .. C!:•r••n,alle•St'wKa:.ubd!,:e'..a,, E.or W. r Ill the counts/ of A , 17� �` `- % f or- +es :ri lencrth. tcrininating 6. The •-, to i,r t. 11 n,n� �I II.' %(d/ G G16�✓L l u f Sec. �'J Tp. 4( V., R. J I W. L. 1"�C'r+ IF.o:W., ill I17E' i Sn,a Mt lezal.ubdiv 101:1 . 5 (? ltr('atioJt leiT(U ShOi(•71 oa :liE' (1('('O,!17X1TliJin.1 9TUlp. the propo c i. The name of the flitch, canal or other 2rorl;s is F. <tintat(;d cost off dcicinpTr,(^lr ;trc, ::;t t<, T(I;::,r i«iiy 01c' apt,r•opr:(ItioTi ltere:� inked for 9. Does tlic• stream from tt'Jticlt l,olt ir:sit to appropriate water !iou throtulh Iht ;rn(t of land on which the tenter is to he used." Ji•:,;CRIp'rJ(y OF WORKS Dn-Fitsio-, WORK'-- 10. (n/ Height of dir•rrxinn rinnr ir�,•t; 1t•nfltit (,it roll feet: l 1 i si,:(-nO .N PLAT ! Twp.. \. It. N i 1 1 .stance and bearing of point of divcrsion from nearest 40-acre corner. Also traveling direc- � rn on main highway. Scale: 1 inch=-800 feet. ''t a t -W,57. O i. '.. Prc,of of Appropriation Of `4ater •4 r"l�pi,licatioii No. bl� L- Permit Nuj/ !� } 10 i i s ? I. Name of Permittee �' 2. Postoffice address -7.'� 25 //S/.'N 3. Source of appropriation._ late S (c.sr 4. Name or number of works (if anv) A-'11J4i -Al f-, U,,IA=y1,. -�✓}:.,�c - - 5. For what purpose or purposes is water used?. � '%.�5.:%�C.. ....._. 6. Give date of beginning of construction.. 7. Give date of completion of construction work, including water distribution system...... 8. Give date when water was completely 'Ipplied to proposed use _.... ._ .............................................. 9. If used for irrigation: Give number of acres described in permit. _...1..��J._ A c' _1 ................................................... Give number of acres actually irrigated.... 5 10. If used for power: HI' actually developed..___ ._.:_ ;i''ff t - 11. LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS USED: r4/; c.e.iZ�AA,'.i Li? KC ��1f�SNi,e.'fi ';ciJ �7AeCvCw V11it' G r t cfAt i u r`�/J 12. During what months is water used? ... ........................................... ........................................................_. 13. Does map filed with your application show correctly the location of well or point of diversion for withdrawal of water, and area of land where water is used?. r- S.F.No.IS:rt-IT--3-SG-10V1. 44773. •- - SECTION PLAT V See..... ..... ........ rI'R n.... .._... ___ N. R...._... N =J i_ --. j - t t ; ' t tJ �I r i . Show by a cross (X) the location of the �ce11 nr other win covert•rl by the application. Show by circle(0) the locations of other wells or works within a yu;ute+ c,f ;+ mile. :\ise+ indicate i:awclinF directions from nean'str town on main highway. Scale: 1 inch 800 feet. r roan 10, s.F.No,ato—asa ;ac, s+uu. OF WASHINGTON DEPARTbiENZ' OF CONSERVATION AND DhVELOPME'NT 1)ix i.ion of Water Resources Permit to !Appropriate Public Waters of the State of Wa r sh><n�,ton Book No. 28 ... of Permits, on 1'age....p.448. ..Under Application .............................:..USNOTEi0 tiEll( E1... M4ATFR _CO0PFRATIVE of..... ,taro.er. La i _.........................._.............. ......: is hereby granted a permit to appropriate the following described public waters of the State'of Wash- ington, subject to existing rights and to the following limitations and provisions: Permittee shall con- struct and maintain at his o%vn expense a r:eir, or other suitable device,for measuring any water granted herein for y th.l i t; purposes and such appropriation shall be subject to a reasonahle rotations stem if ordered by th.� State Supervisor of Water Resources. y Priority date of this permit is....:._ I U,,;ast:....13a_ Ig,�a.. ........................................................._.................. .. Source of the Proposed appropriation is...__.., t3n.nam.t).d spY�in� �u�d _o,�.;ao� eater........................................._.._...-..... tributary of........: .......T�at�_t,..�S'A3:�lt) �utt ..................................... :The quantity of water appropriated shall be limited to the amount which can be beneficially ap- plied and not to exceed .._. ..�.•.......... . ..... . ... Cubic feet per second, or its equivalent ;'Se of rotation, to be used for the following purposes: ....._ . 3u.:;egti.0 supply for ..........................ornunit9 _ ....................................... ....... ............ _......................................_........................ as more definitely set out below. The approximate point of diversion, is located...... 173 feat first r ...... ... fa�. ... et NorLx�. of. ............ Southwest Cornor of :;wl or rrv?; C" Sec. 31, Twp. 24 R. , R9ro. 5 E.W.df. ...... ............................._............................................ ..... being within ... ?�l" o' it tis; of Sec....... I...... . , Tct p. 24 T S F'. .. ........1�., Rge............... W. M.. .......... county of ......................4.4 kt;.. . ......_ The use, or uses, to which water is to bo applied: I'oR Do.VIE-iTIC SUPPLY AND MISCELLANEOUti USES: G.•1 ...... .. ....cubic feet per second during entire year for ....................community dome-stic supply to be used within ..........ln�� described below Sec. Tw FOR IRRIGATION:, ........................................ cubic feet per second, from ............._.................. t0 ... .. ....... ............................... each year, for irrigation of...... . ...... .............._..acres, described as follows: Government Lot 2, except tho North 4-'o feet t•!;n�r�o^� known nn Flonotho l nnah, inrocarded I S.e.No.iasI-A--:- —201M. VIA:. SECTION PLAT T w' Sec. ................ p....... :�..............-- N. R......�.:.....�.<.t..�:... N --— -- 7 1 - a Be sure to show distance and bearins of point of diversion from nearest 40-acre corner. Also traveitI— i?e�-� Lions from nearest town on main highway. Scale: 1 inch=800 feet. ' o S ( STATE OF WASHINGTON DUARTAIENT Of,'ECOLOGY CERTIFICATE OF WA'I EIR RIGHT surface Water (Isstled in accordance with the provis' of C hlipter 117,Laws of Wash ington for 1917,and amendments thereto,and the.rules and regulations of tine Department of Ecology.) Ground Water (Issued in accordance with the provisi(jrla of Chepmr 263, Laws of Washington for 1945,and amendments thereto,and the rules and regulations of the Department of Ecoo PRIORITY DATE APPLICATION NUMBER PERMIT NUMBER l gy.) June 16, 1975 S1-2254 CERTIFICATE NUMBER0 S1-22540� S1-22540C NAME JOW. G. DU BOIS ADDRESS (STREET) 2907 Mt. View Avenue North (CITY) (STATE) Renton _ 1�ashington 805500 This is to Cc'rtlfl t/tat t/te/terein 9 Wanted applicant has made proojto the sa'isfaction of t of a right to ;;:; use of the public waters of the State of W(I lie Department of Ea shington as herein defined,"and under and specif, subject to 1h;• : )1•isions contained in the Permit issued by the Department of Ecology, and that said right to t use of said waters has been perfected in accordance with the laws of the State of Washington, and is hereby firmed by t,tte Department of Lcology and entered'of?ecord asshown. y SOURCE PUBLIC WATER TO t?E APPROPRIATED. rake Washington TRIBUTARY OF (IF SURFACE WATERS) HAXIMUM CUEIC FEE-PER SECU ID _ h1AXIMUM GAL'_ONS PER Mlt'tJTE 0.01 MAXIMUM ACRE-FEET PER YEAR QUANTITY, TYPE OF USE, PER JcE 0.5 Irrigation, - during irrigation season (less than 1/2 acre lawn and garden) ---__ LOCATION OF DIVERSION/�YITFlDf;AWAL A OXIMATE �CCATION OF '>IVERSIO RAWAL feet nest and 700 f--3t north of the SEQ of Sec. 31 LOCATED WITHiN (SMALLEST LEC't.SUBDIVISION) SECTION T06YNSHIP N. RANGE, IE. OR W.) COUNTY -_...—., 31 24 S E RECORDED PLATTED PROPERTY $ King LOTBLOt:K 73-75 _ A OF (GIVC NAME OF PLAT OR ADDITION) C.D. Hillman's Lake Washington Garden of Edez LEGAL DESCRIPTION OF PROPERTY ON WHICH WATER IS TO BE USED Lots 73, 74, and 75, Block "A", Hillman's Lake Washington Garden of Eden Addition No located within. Sec. 31, 'r. _4 N. , R. 5 E. W.M. ]., d't 1Q" J le I � 1 • s t� t �, 7. `fit •- r• 1 i 1 �< Y,f t `' u •`S /-\M�V� 4 �'M1 tI,,�R••-I' 1 I1. 4t) r cae 1 its r, 52 ISLAND -- � ,il•ri,; •rf t:�rf� % - ��( il�.o I �i '`, ) 7i°•' _ I •`" •�,• vJtrl' ��" '.!�I+�ao d:, 'i:�• ems• •'t!:,,• '°' . •S C / '/ I r ^ .r r Gres v .•1� o :.� `•v d , '2 .'• �•'� 1 i•: .r Nrk 60 _ ��•.� ti� r ,'.r t is �.� . mil;•':'• ` . .. } 64 •s f1! c Il ' , r v 0 A c.o �ra�TH St t �` �'• Gat /".. vl 1 ,,r ti f Y r5• /� Y' \ Y 7 - i.i T., 76 r147 Il �i`7 -E• I �' ' � t. Sal ,.l.•.1: � .r PO •JtS+tD .t` ..�Oe• X I 4 � i0]! 1 .l j 1 l b +.�M_.. "mot—•--..—...,.—.�..._.`.�_. ' '• �'[�" ar r •i SE 94 Sl �� r°a. 'Ky�. `.•, i 6 r s '.... ri~7 t t; 7) 405 c . Y 4. n�4) ENNYDAL of > /- a7 ,r YQ ti cOC�A+av Gl� Pot K rw_.. .._-r,. . .. .. Cl S. STATE OF WAyrtlNGTON OF CONSERVATION () vision of Water Resources I'e><•.n ; to Appropl-i;rIte plIblic W(at.ers of the St Ite of I'Vashington :.,uk ,�Tc►....._. �.4 . . .._of 1'crntits• on Page... ge IOU— . Under ApF►lication No. ..�.��56$_ _. ........ � ?. 8. b...CRARhCYLUAx.I, of— •_ •4 __. 1Kexcmz xa•1��nct W►¢a�in coa is hereb: r': t R..._ acr Pd a P to appropriate the follvk�in ington, �, icct to existing g described public waters of the State of Wasl struct an !� rights and to the following Iirnitations and provisions: Permittee s Maintain at his own expense a weir, ar other suitable device, for measurin any I f,: ligation purposes and such appropriation hail be subject to a hall nor if orderer: i;v the State Supervisor of Water opriattccs. g water granted reasonable rotation systen I't• for. date of this permit is.. .. ..April kr 1g66 Sout•ce of the proposed appropriation is .... ................ ..._.............................. tributary Lakin ..gtan .._ .............. ....................._........_.......... ._._.... iaash n The rar:tits of water a > ro , 1I prtatcd shall be limited to the amount which can be benefletall Plied anti t to exceed .. 0.01 3' a p" .. ................. .• cubic feet per second, or its equivalent in case of rotation, to be used fc .. .he following purposes: Bea utifIi atjon as more cif•!ir!itely set out below. _ _._............. _I The oximate point oitt.t of dive!:,icon is located 821 feet �ttj:,t 835 ¢egg south of the Aorth- aaett>r corner of Sec. 31 Av i Otti...l"d `lt ........ .... .............. . Logs 3 }a 4, Ibak 2, Piat of/ _...................................... .being within ..... ....... .................... Sec........ .. ......... Twp. . ..24...........N., Rge.......s...... ..... W. M., county of ding.._.... The use, or uses, to which water is to be applied: (soon con.<.u�tivc�) FOR DomEsi-Ic SUPPLY AND MISCELLANEOUS USES: 0.01 n!~toxs year for uea uI. . ..........cubic feet per second/during entire t�f i,c elvaloi� Fwrk... ttih i�t..NWT.... ..... ....................._.......... S E • Eats 3 � 4, F31oak 2, Plat of � ................_........,.._............. to be used Within ..._.. 24 .......... S'ec........3�...... ..., Tw ruv: cttbic feat pc•r sc(:onc;. .rcre•-feat Per year, from ._. to e+�u h year, for it ri f;,itic,rr of ac•rrs. described as follows: , 1 1 J a. R € MSTI - , STATE (.'F WASHINGTON DEIPARTMENT OF CONSERVATION AND DEVELOPMENT Division of Water Resources Permit to Appropriate. Public Waters of the State of Washington Book No........26... of Permits, on Page.9.437 ... Under Application No-12.51'"I....— CLUB...... ................. ....................... . .............. of is hereby granted a permit to appropriate the following described public waters of the State of Wash- ington, subject to existing rights and to the following 'limitations and provisions: Permittee shall con- struct and maintain at his own expense a weir, or other suitable device, for measuring a,.iy water granted herein for irrigation purposes and such appropriation shall be subject to a reasonable rotation system if ordered by the State Supervisor of Water Resources. Priority date of this permit is. .:August 17., 1!053-, .................... ................ ...................... Source of the proposed appropriation is Unnumed, sprin;................................................................ tributary of .............. ................. ........ The quantity of rater appropriated shall he limited to the amount which can be beneficially ap- plied and riot to exceed 0,.IQ I cubic feet per second, or its equivalent in case of rotation, to be used for the following purposes: I:, 31.1pply. ........ . ............... .......... as niorc. definitely Set Out 1)(110W. The approximate point of diversion i�; locate(l, 173 feet E;a1!;. 4c 360 ....... S.Putllwr-at corner of NNJ of Nil of See. 31 .................... rf being within . -4 0 f See. 31 Twp. R.A. N., Rge....... F. .... W. M., county of .. King..,. - .. I 1 11 . . The use, or uses, to which water is to be applied: FoR D01VIEs'ric SUPPLY AND IVISCELLANEOUS Usti: 0�10 Cubic feet per second during entire year for ..........-dome at ic..supply .............. ................................... to be used with.,;n ..,................. ...................... Sec. Twl). .....................N., Rge. ............. ... W. AT., Foo, IRRIGATION: ......................... Ct1biC feet per second, from . .. . .............. to each year, for irrigation of..- .. ... .. _acres described as follows: That portion of Lots 1 and 2 in See. 31, Top. 24 N. , R90. 5 E-NoMet described as follows' Beginning at the Northwest corner of said Lot 2# thenco East along the North line of said lot and said line produce(lo 1t565 feet, more or, lass, to the 1overnmont meander line of the shore of Lake Washlnz.ton; thance 13outhweater-ly along said meander 11no 560 fact morn or 1053, to a point In nald meander 11nm -.vhlvh Is 400 root es 'forth 11,1c Or 32il .1.00t 2: "oath, meamured at an ;lea from the ;,theinnm West parallol with the North line or L,,)t 2 a n,1 400 ftq()t distant i ,i-,o mat, iior,a Or loan, to t'i o Went I trio of aald 1,.*,t 2; C R STATK UN WANITINGT(►N -V�D ~� DI?P.lIiT'MENT OF CONSERVATION AND DEVELOPJIEN Id s l 193y ��. . Division otr IlyttrnulicK � e.v or APPLICATION FORA PERMIT `r To Appropriate Public Water.s of the State of Wasliin t© i yy 14t)r;l)cattott ,\ « � � ''� �• 7l"' G•. .::: r� ` /. ry 4 1� Oft,.- ((- umeof A Allyn ._. . ..... _... .. ., _.__. 1...._.............................. , County(I'ostotnce _ ./ Of_ — ......_..... =,121,c............ State of .... i. ' -'- -- ..., do hereby make application for a permit ton llrrs f011Ournp dr�errbcd public u•nlc'rs of /)ir S! pI� riate ' rop ate of Wash"?Wto a subject to existing rights- If the applicant. is a rorpuralto)" girr �lrtle au,l place of incorporation.. .. _. . source of llte prol)oscd appropriation is. tribut(1r'1/ ol.., .. ..,. t.,. '.':t" �.r;7 _ (Name ofstren ) ". 7')tc (rnlotnit Of walrr ichich the applieaul in.l,'uds l -1ppltl to hr( lalowedc re f0.30nefi C111i!(1 �.Q.O_.. �.w u.w. ...-- I pl'I' •�"r'e/pill. P The use to which I/ic u'aler is to be appli eel r.c P- (Irrl;ntl •.,F w.•,m1nlnF„mnnufacturinl:,domestic suDVlles•etc.)�• 4. Tillie Ilutiug t(..hirh t"It,'1' If-ill be required each 1, 7.tm 4w- .......... a iV1? �c cr io^ 5. .`the appro.rtnlate point of dirrreiou is local!,. '!�l<<'din L•,nPc and b.;:rl r.g to secFlon c..rner) •- - •• t bring 11'1:h1)r tht' ........ 1 Sc ., r1•ll. ..1�.. IT t • ..1�. Af.,. rt ir,;ul sir trd'�'Ir'hur 1 -(\n.E.or 11'.) in the cotrulr/ of. ... ;..,.1.t.!�r. - (�initt IItrL,ran al rplpo lhre) l .. •._ ft• Ir•�'_`t)'191?�p itt Jr'!1 Q!!f; 1Cr)!l771Ctl11;7 (Smnliest lagnl subdlrlskm) the proposed location hein!t shozc!u on the accoulpanlll lit t:1u_'. N 7. The mate Of the rlitelf; rauO Ur Other works is S. Estimated c,st of derelnpn►eut u�ri.csrtl;l/ t;) utilicr full11 the appropric.tion her(•in asked for s 0. Does the stream, from lt•hirh You Irish to appropriale water flare thtotrr!!t the tract of lawl opt ovh;(,h the water i,v to be nsr(1? 10, Do you ou•►tlhr regiti►•e(i righ! of-agar/ for the- proposal wot-1,'.,° I'lll ON OF AVOJIKS. 1)tcrtlr;ly� M. 67) Height of diversion elan► . _ _:. . ........ . .. ..fe!•l; Jettglh on loi' _. feet length at bottom. feel; material to br usr'd and rharartr•r of ronslruelion r __ ,: ..._ :.._-. .. k.., .. �., i + , . � ; l � � i �.: '. j�; � ' .. � � •„ � .' r i .. ..:._ .. ,fit. � .... ,� t �� _\• - ./ � v � �� _ � ... � _ _ :. ` - � .- , �� � i ' - �- a.. j � _ ; �j � i __ , >. �� _ y �; �+ .. .. ,.. _ x. ,. . ,� _ , _:: - �:: „' ;.: .. '. - _: �. ,�'_ a � ,,, ,. _, � n: <. ..,. .., � � .. - ,�. � ' w.t ..- _ ✓:� ��v .. .. ., � - ..., � � - - � i y. �� - �,, t a' - � � � ,� ',>� �k 'fir� , .. �. - ;d ' � ? � � 1w � i. , 1 .� - ., .... .... ._....a.,.w- �- .... .�... �. ----�.� .,�....w- ... '- '.. v ,ht St ATI rli N atir(1 ir.l„•. � ` . •. DF.PARrM1..%7 Fc((tlrx:r � PER 11'1'TO APP''HOPHIATE P(/DLIC K WATERS OF T,,E STAFF OF tYASHINGIJN UQJACE h rlwV,i h�Vtrw S � -' •D iT•.TER �p'!li 51-2 S1-20661P ^�O6g3._-- )ai31 I r - rFa f. 973 1 KN SAYUBECF: ------- 8470 - SSth Place S.E. riercer island $'"'' r•cater Washington 98040 771r applicant is./a,rrrwn!In the Re rn,f D F.TaniurJNuu„hrrh has h;. r,I rr r,. a pernill r,)appru/rrr,nc the virr ! hr Me .he'rrhvgrarrfed and to lite nrtrrnu,. / a dt'.u'rthed public"'walrrs ujthe.1taf,•„f h'JI/101 t:In.subs•,;tq existing rlghls !,Jed/1!;r I'ISh 111'del ,uf heretri -: srhwc�e -. PUALIC'NATF.R iO RE APPROPRIATED " Lake Washington u•li4�M ruble rill ter�er, AY 0 cubic foocondu+�:v•rnl.,trotu N, pl or,,51e 0.5 acre-foot"perx year Irrlgatlon - 1i sect from April 15 to October 1 Measured or estimated quantity - 22,138 surface acres---------------------------------- aq Lakca of Washington, Volume I L(k'ATIt)N(')< -------------- • O•�w!e,oc•-ohu,D• •ws'or DIVFPSIDN'WIrHDRAWAL _ 2000 feet South and 800Hen•feet east of northwest corner of Sec. 31, R. S E.W.M. -- rss lOC•r!U Mr}Nrh•SW ll11' •I t CoV't Lot 2 SJbC11 V.$,UN \ll t,Or T(1M•.inir•N, R4Nl:(_ r Ur N�M.M. M,x_i♦.. cUUhr1 f 31 24 5 E 8 Kintt ; '1 RECORDED PLATTED PROPERTY t�yy��,,�.''' , - for sloe or w ve r•w D,rui or,r:unur, "; �: !. LEGAL DES f GRIPTION OF PROPERTY WATER TO BE USED ON � + Beginningat a r, corner of Gov't pLot t24in Sec. 31eet ,ttT.a24 N.89R551E.W.M.69thenceeStl3'09'90'from e' W 190.r08tfcet Kee Ct 1 to a point of curve; thence along curve to the right of 220 feet radius for 127.95 feet to a point of tangency; thence S 46b28'20" W 65.81 feet to true point of beginning thence S 46'28120" W 72.5 feet; thence S 43°31'40" E 185.62 feet; thence Y 46.28120.41f g r( 80 feet; thence N 43'31'40" W 186 feet more or less to the true point of beginning ti 1 (ALSO KNOWN AS Lot 23 and southerly half of Lot 22 of the unrecorded Fiat of Benothot Beach Company). $f} 1, L i.�" •iY,d�yl'�,nM.T�'�fr�irrA"'Abn6"r!GY�itiH`,!sY;i�rG'�, u i i Torm 10 . E1TATli UN WA9lt 1pr/:Tl1N �1�C,E E ' IMPAnTJ1RNT OF c0v!�1clri•AT10.1 AND DF-WHI, 1R OV 181931 MvimiOtl of Itydrrltllice nmsiai OF APPLICATION FOlt A PI I11rIIr To Appropriate F"Fiblic Waters of the Suite of � � on � Applieatiori Yo. 3567 , Perm it.Vo......... #...�t (Nat ......... . ............ ..... / ..................... State of��1--�.f �-. 7 '�'• •• ......., do hereby make aplllicatinn for a permit to appropriate the following descrlli d public Craters of the State of Tl'ashinglon subject to existing rights: If the applicant is a corporation,give (late and place of incorporatio►r.•........._. _....... 1. The source. p 1 1osed an )ro ,n the ,rn riattnt, isName . f t tributary of..__... .. 1•2. , The amount ,)f catcr trltich the applicamt intends l,r apply to beneficial rise icea� �,2, c�lrbic feet per second. ••. 3. The use to which the Crater is to be applied is.. •� �,,. r,,,, '1 `1rrlKnllon,power,mining.: R ,domr•Mlc supDlles,ela)w 4. 1'inrc during tc 41ch realer will be required each year 7 - ,..re�aav ..................................................... ....... 5. The approximate point of diversion is located (GI vPdiAlnncc and n bearing i4 ctlon corner) -• ••"• .................... ...�..:...��.... .. 4.Cf.�1.. 11..C�"+cn.•R.chi• �•��4 r (r1'♦ ....:.._......... _�.��.L-•Gclis.C�.:�'�r-�.✓'..�ti`. �L1c:��..tx.G-!k„E., JG/.� ..... � � �:ti•II being within they �y f ^ _Iti .. n f Su. .�f ]p..... .. . ......Ar R-. A. (C re a )lest legal aubdR•lel ) (\o.C.or W.) ' in the county of.........../Z�. ................ t ...... .................... 6. The ................/.ram ?.... .. _ ..._.........to,bc lh,canal,Or pipe line) ......_//Q- _jf. or»rihs in length, tcrminatirrg dl! _in Scc.......3 Tp .�f. A'.R. Fi._.....W.Di., CSn:ni est legal eubdi[•Inton) N�.••�the proposed location being shoCmr n)1 the accompanying map. ?. The name of the ditch, canal or other works is........ ... ... .................................. .........................._........................... F. Estimated cost of developnictrt necessary to utilize ftllly the appropriation herein asked for " 9. Does the stream from which you Crish to appropriate Crater flow through the tract of land on Y which the water is to be useilP................... .................................. ...... .... . ............... .................. w._.... 19. Do you oron the requires: rigbi-of-tray for the proposed u•orks?_.....�iz�.Z.............. ................. DESCRIPTION OF WORKS. n�r�lov lvonx$— 11. (a) Height of diversion dant.. ....................... ._feel; length on lop- . feet; i length at bottoin................................__.....I.......................:.....................feet.; material to be risen and charac.:er(,f oonstructiut, _......._...._........._.................._.......................................-..._-.......................... .................. __..... .... Moo so Crock,croncrete,masonry,rock anti brU.,,llb.•,cr cr:L etc„wa„trwny over or around(lam) (b) Description of headgate...... . ...:..... ...._. ........ ('I'In+h••r,ruurre,e,ete:nrml,er anti Pilo-A•,penlnxt) W!,011 etorag. work. ure euutanpfeed a Marnlre•.``.ernlit nllmt t IIA.,1 U+ n hlin„n In th, nbnva. Thee 7nnu..•nn br a«•un,l. 1•,pethrr Willi It HI Iq• nddr.•eM nK the dial. MitswrVIFnr of 11)tirru+lh•N of Pia• N. h nmt.," 1 th�h •.I h•t�� F.,tm Py I`ap1 r'f.Or'.pr SECTION PLAT ._. _..•_.. _ram"*n„ ._. _ Sec Tivp ._.___..._ ` i 7 .y v , lie rare to show distance and bearing of point of dispersion from nearest 4ti-ncre corner .11ro traveling ection■ from nearest town on main highway. n t t f1'• Minor Or \\'A041111NO ON I)F:1 Alc'rNF:NT OF F:c•ttl.lt(iN' Permit. to Appropriate ('uhlic Surf�u^�Waters(if the State of Washington (look No. of I'rrmllit, ton I'apte Under ^pplicallon No.s.1~202 11ox'Vl1x Yslelet4. MI1sALl1►Rt�l-... of t�, pwsuant to III( of f�.x;,n)i:l.,!I(•II whi:h hue bcr•n :,r(•apttKl ))}' t)!r: 11{)plicont, hereby Kiant�d n permit to a))prollnote thr folllnk'ill►: (1r t rllx'tl )nthlic snt'flice \c;llens of the `iL(ic of Wtlt+hinaton, Y� subject to exlstilIg 11911ts nnci tt tile' tinutaliont; Illld {)ru':Islon!• set out herein. ;Y, c R�Ipt>Alt�sr 10, 1471 f Priority date t1li: })crnlit I? +~^• u ul:,rtl Jq)roprliltloll Is f'�a IlashlnAtm 5ourcc of .I ;v tributary of i he clu;ultlt\ „( \\':Ilrt' apinyll)t Int,'tl ,lwl} I,r iunited Ills ilrrlount t\bu i 1, n nark molly .Ol ul;ic feet l+ r >rrul: i 0.5 t, rc-furl 1)er \anr.. ur Its aplAied ;trill III,'. it, cc�t excl Q ' ,'Sill,\':Ill'tlt I11 5:,�!' ,�( ,',+lilt,,,,, t,) br r�l f,'i tE11` fnllu\\'In� I�tl:l+�)9''i` LrrL�gat•tae► :,r r11u:S• �lcli[�!!+'I, �S11 ullt .1elOt<'. �+. -7 nic iii)),I)xinit,let pulntft (ofrlt\e`Ii.l„ti '. 247 foot O"t and , feet wtuch Ot ;L. tlrs no>trth~% Owner of Raw. 31. 31 1f •il•� belog \vItl)lil veMer�1>O�t i.OW 1 F King of Sot )1 Twl). 24 i{{;(' i'hr tttir, ur a,l`I• to \\hn'EI u'at,,,. to be aj-iplied ,i ,cot:•frt'1 pet •.r,,r ,ltlt'itlt.', Onnlrr,ticrinunicll,,ti :al}�pl}' cittire year. 0.5 0.01 lt't'i�'iai„11. ( 1 ,(•sec.. April 15 to Oatdtoss 1 aril ',( ut, f'n ,.: i'•+rani , Itl,n frt•t l„•t ,,'•:,viol. Other usets) ce(•h }'oar. 1 Herr !t`rt {rrr ar;lr, from ' r,l' 1 ,�`:hti Illy,•G tr���ll' 11 '1 ill', 't���l!il l' ,,,I t `I.I, � ribeQ as t1�11ws Tbat p&3rt of GovemmAt LQt 1 bd1 iecl. ]1, S. 1� N., K. 5 R.M.N. R� 0,14' east ]0!]i.!!3 baYinnlN at t8e nortbMsit aorow Of said seo. 31► s.Alanoe south sca>tGcl ties%, them" south c's0!'44" vest 50 f set t t�'�mouth tlwnoa12sowth >6048')0f watt$ t 1re4413 0 vest 433 foot ttt true point of bNf Alo" said aurve 51.14 to 44 of wm►s to koft with a r"Ims of 103.11 with tsio#w 30 feet, theanoe 04009 slid point of eretee0a curvO t0 t w rit'bt toot to V! S7o31'32- „ast 100 Coot, more or leas, za *hors of bales cave 24.y1 toot, thew* syyt]n said r�lnorallnle 111 fNt, ■Hors or 1ees, ta!1 point tess4nift0es I tlsel Po sloe%!' cily kNIV alb bsars Barth l Sa00'00• vest l thar oe north tave WUL4k taus Point of bt�Be, to point all begLAn"KI 1A'� k"oo" as Ydpts 1� .t►!td vast 29f1.41 feet, moss or 14 Y areal f Avalon ►ash) . -� 17 LA DIM* 1 of the WWs" �Y r. - 14� , . f 1 v• 11».A..r•t .ti ti►:r ril►� 'ILA t v _ t 1• Sec. .. ,.7�.. .. , r+��►, .�'�-' �'. k. .r•�=" '.=��:�': r: 1 � rrl.yl,•,d I i I 1 I 1 I I I �• ' 1 1 1 I I i I 1 1 I S I I.dlllno pruprrlr rl•�r 11htA In npplll�Il••n 2. ,Ihmr h� � trn•� ill Iht I.,r tllnn of pnlnl ��1 dll rr,llin �•nrlur wal.• .,.ul.• � nr lu.rnl l•r w�IhAr�w 11 Icraunrl walr/ "I 1,1• Inr IrnurAt Nalrr appllr*if-- ,haw Olt A Ilrllr 11!i Ihr I-All.m. al ulhtr a011% or Mort. MIIIrUr a g11Arltr nl a rnllo 7. (Abair its%rllar dirltllnnti Itom nraltkl luwn . Form 7U. A.F.No.37Y-8••�`I—.11t. RRIU�. . ' STATE OF N ASHINGTON S DEPARTMENT OF CONS'FRWATION AND DEVILOPAIENT Division of Hydraulics <. i ;�. Permit to Appropriate Public Waters of the State of Washington ( Book No..... ..... ......of Permits, on Page_..... .-der Application y!t# a y .... . Mercer z is hereby granted a permit to appropriate the following described public waters of the State of Wash- t ington, subject to existing rights and to the following limitations and provisions: Permittee shall con- t ingtot and maintain at his own expense a weir, or other suitable device,for measuring any,wafter,granted. s pp s � �o iaa a I7or ' s herein for irrigation purposes and such a ropriatio> osh be suV jecct t a a onable ota 'on stem if ordered by the State Supervisor of Hydraulics. f.s. as iastxxe ! 3a� ^f rigaticxa when tho glow of May Creak fails to R. c• The df�rerialo#t May ores lc immediately below the mouth of thin streaal.h o ris9i`'Ca ex` take shall to tightly screened with wir® having a mes pe �8 eeed .125 (1/$) inch. , No vemb er 9# I9{6S J Priority date of this permit is F on unrlsr�o+rt..stream ..... _ t Source of the proposed appropriation is. ...._ ._ May. ; . ......... .. .._ .. tributary of .. . The quantity of water a appropriated shall be limited to the amount which can be bei cially ap f, r cubic feet per second, or its equivlilent:in case o.f rotation, to 0.03 ' plied and not to exceed. 4 .............. . irrigation and. domestic. f be used for the following purposes. . ... . t as more definitely set out below. 900 feet east and 150 f6st South i ....__-........ The approximate point of diversion is located__. _....__.... . o i 5e c. 52 ........... of northeast co 1.rnier of NW� _......_ ...._ _... _ . � on iaarftn Co H312zneres s �43tja aahin2 T S:g r _._. . Lots 1 & 2, Block 1f .._..Iv., Rge _....__ M., being within............... _. y i ,. county of King The use. or uses, to which water is to be applied: h 0.01 - _ __. ..cubic feet per second during entire r FOR DoNiF-sTic SUPPLY AND (MISCELLANEOUS USES: L F domestic supply... .. .. .. ............. ._......to be used .. .. . year for.. N t d .. _.....,Twp...........................N.,Rge land descri b e e - _ _ .... . a within.... below _ Sec. ..... . April YS , October w rto_.. ....-...._ _. s 0.09 cubic feet per second, from_... ..... .... ... FOR 1RIII(WriON; ., s ibe4 asal} "Is Lake Washington g. each ea ,. or 'rr ation of.......... 2c � ' One— oil }ots 1 anc , >31oc o as per plat reoarded Garden of Eden Addition to Seattle, Division No•Corunty, in 1RJ Of Sec. s 4: Yolwiaa 16 of PlSts, page Is, records of Icing 320 TWP. 24 Pl., r C6-AD ` , t S r S.F.No.MW-A---1-46--12M. irvi. SECTION PLAT i Rx�h 1 '.i).r 7 F Sec. ............... Twh. ry � �ovr1 :• �v�Vr11� Lr e-r e. 4� Szt y yIy h 3 Q. Y LS`+IM7 _ . fi'•t rhN, "K r i tti� �fh� 1 . y 6 go sere to show distance and bearing Of Aoint of diversion from nearest 40-acre corner. Also eravellnR direr t tlonz from nearest town on main highwa9• Scale: 1 inch=800 feet. .. ,..... .. k 1 a 0•'/1/7 JJ ..r k'4.r7C /../s!ir!!.!l e Ali nr tF CrN�n '% 6v/-.' e. // .T�iP ••` �tr •ic,� '�'� �, fief G � h4�/M. 1F y'xr z Gl`Ovro�fi irl�s�/C� � syi ie/� ,1e f }�/-- sAl . � l/ � . Q/L" / ✓ �,f �s / h C� f'O �.e� T�rh f-- �;,r 1',� }r�, F !{TATt: OF 1FAS111N6110S nr:rARra>IF:\T OF (Y)\S1f;RVA"Ti(1lY AND 1�1v►:t,c,r>a�r:Nr �,� �t I)iOMon of Nvatnr ItmourreA Al'I'LICATIO\ F'Olt A 14141011'1' To Appropriate Public Waters of t•he Stale of «'ti`v cis (Read directions on lw'l plige ctuv �-1101 befntt• f1lErig nut this f,W111) �'e i 91 cwtion No' t;vynu or a�nht•„nu -of f as YlI.9 L.E Alk.; V1 {Cain{trte;wa' itlro ndd r.>a, do hcrc•btt nu:t:{' application for a permit to appropriate the fc Ilou ing described public waters of the State of tit'('shirrt?tors sid)iect to existing rights: If ti)e opolie•a!it is a ct>riurrattc))t, gioe dwv and place of iir •orporation >exxk,< 1. The source of "he proposed appropriation i�r .....- -... ... i Name u!atrram! `_'. The witowit of trater which tilt, applicant intends fa apply to beneficial use is.. ..Q .D..l feet per sec•orici• (wre-feet pvr• Derr. 3. rite is(. to u•hicit rile te•ater is in be applied is. Irrigation,power,mining,manufacturing,domestic supplies,etc-) Time during which water will b • required v?a_It year C c.vTi v e/o rJS.er y� .. ' �- Tile approximate point of diversion is located -SSG /✓G.erf1_ y1 y?Gl2 .' L�i9 7.....0.-1`�.-__ (Give distance and bearing to section corner) ........:_.............._. ......__ N/i-LMA,/JJ L,sac-E {</.5?.S r/i�/�ro.�/ 4:>�'oc N o F EG En/ 1��•�. Tr 7 ..... .. being within -?Tr- L-oT 7 of Sec- Tp.. _Z;i-_.N.. R,5-4! i Give smallest legal subdivision) (E.or W.l in the county of if%-IV¢_ . - 6 Tile f�f'�- �-�,v� ;o be � =~ f t. o"rttlrs in Icngth, terminating (Main ditch,canal,or pipe line) in the Of Sec. Tp. IN.. R. -. ..:__.W.)-1,V. AT, - iE.or t Smallest legal subdivision) the proposed location being shown on the acc,rrnpanying snap. 7. Estimated cost of developirient neceesarf to utilize fully the appropriation herein asked for 3. Does the stream from witicit you wish to appropriate water flow, through tile tract of land on which the water is to be used?._ yEs 9. DESCRIPTION OF WORKS: (a) DrvzRSION on WORKS— len th to _ ngth on bottom (1) Freight of diversion dam... ..____ 9 p. feet; le - feet; material to be used and character of corlstrUCtiorl . 1,.,.nrn,.k_.. nrrrir mnannrp,r.,rk and hn,01 unb.•r cnb,etc,,aaste,vwy over or around ctnm, k s r �., ttt..�—t•�, r,�t :.tW .,, SECTION PLAT Sec... ._ ......... r. S Be sure to shun di-anee and bearinc of point of di�•ern;. fr mi nearest 40-acre corner. .V,o traveling dire•c- lio;ty from nearest tn;,n im main highway. I-,, I%l.l",i: i AIL I OP ECOLOGY CAITTIFI(:Al'i: OF WATER RIGHT l� burr.:. r �{r:l+ r ,1, ,�, ., ...,. , , �.,.•r I I I , 'li r. .. ..t• ili. •., � J Ir,IL•rt n,.nr IF.r. l.n�r,•..i I{r,l. ) ,I.. •, ,�, ,,,..,:n�,,. .. ., . .., r'h;a•,,•r :al. Lu . .,r a:. ., i. I'14 c. ....I .�u �.. .,. �., 'h� r•'L• .n,l ,�n . .a il „i il. i .,.t il Ih•I.,rI n, ..t ( F',`.I,.,;..1 is - u 1.�TIPLICAT10�4 %umBER PRIORITv DATF ('r4TIFi(:A P NUL'Pf R VERM1tIT NL'M11flF At SS}% 37 Feats3oa� JT74y�;i:. Iiasu�L to. This is to c•c'rtilt• that the 1,c'r('irr nuniCJulr!)lirulrt htls mad(-pru))f tt, the .vitiVtICtirrn o(tlte Uclutrt»:[>nt of f.colr)L')' of a rieht to) the us! t�l'tlir rrrhlic waterst.J thr St(tt(' of !t'ushirtt�n)ri as herein cleJinetl, and under and c/recr:licctl, suhic'(t tr, thc' prm isions (Y)rrtarlied in thr Permit i:�rwd hi t1w Department I>1 I:c'c1109)',,all that said right tv 11 rrM1r ul M1uie! tecttrrt has 1 i-en lterjeeted in uccrrrclurrc(' t'.•ith the lutes c,t the stale of tt'usliinRtort, and is kerehr enn- Itrnrrcl 17t• flit' !)rlrurtmc'rrt r,! L'c'ulr,),rl' and entc+red ol'o—(ord us drown PUBLIC WATER TO BE APPROPRIATED °.;,,aataau mprings and %mn~d strew 1•.A T[1;`•I J Ay ('rock . '•YI'.t' `, r 'Ill(. '•�1) ',F,�I�'J[) ' t1.1 till(C�^J$ PIP AG'Rc.FEcT PEP VF.1a IEE .1, X . .'I71• r�F•t ,,1 PLF41('.l ;11 L1Sf ..U"r18t�e Yug ly i .v acre -:*ooL pte r year, co-atin•uously._ _-- Irrigrtioa r year, during irrigation *"son (V-j acre). LOCATION OF DIVERSION WITHDRAWAL ii5 fe t1vestj and 1050 feat -'orth of the Southeast cot ir.r of 5cc. 37. .� - 1•. 'I>. - l[SI lF .. st:tlui.•I�I,, tr yyr 'u,:' •� ',. ..; .. B king RECORDED PLATTED PROPERTY I:.s�ki+ �ntilr,in2Yon (>> IT Ir, Garden of !.den. :iiv. ;%o. 6 in Uc. 32• E�`�`1M1 C�.L�. :i�YEl;mauts LEGAL DESCRIPTION OF PROPERTY WATER TO BE USED ON ettu+t par of t'sy+ ;test 735 fear. of clock .f71 of ties i'Iat Of ::.J. .�ilLwrs'r :.J�1►e Washington :�)Lv. .,a. 6 in Sec. 3:. T. 24 ... . ;t. S k.�.'{- . lyinx .:uttiurly of tho :iay valley La"DLS :toad +rhoda cantarline is 3weribed as follows. WgItming ou the Want line of said '.dock 371 at a point 673.23 f.utt .^Mouth of the .•orchvost corner tn�zeof, thence South 53034'54 Mast Gs.43 S<-,-$K. thence :,oath 77'30'5,6• est "s.63 feat thcukes South 55OA326 ' t► t 76,54 foot, mwTa yr lone. to the :.ast line of a 'loot .. u' nni,: �,lorrl• 771 . ri;tr,te-�f way. !.r STATF OF ,appropriate I`11hIic Sill•f-RCO oF the State of'Washin toll N !; .No. `+ of P, ruiik, oil Vagr 1111cici 1mdica(ion No . 22473 DONALD V. /Lf 0 :a I of fir�niron, Tet✓sllin;�tolt !% pur.u.,nt to the Ftertx't of Examinationen accepted by the applicant, hereby granted germ:: to ;!ppropri. follo%ving described , i!i�lic surface waters of the State of Washington, subject to r_xistin9 rigl,. -,md to the limitations „rvi provisions set out herein. r Pri,,r:t,. Ciate of til uc l-mit is A'� usC � , I'i? � 5u;... of the pn r' use l apl-ropriation is (unarmed str4ttav, tribtlttl' { May Crne;; nail �i r,lter appropriatcd shall he hrnited to the amount which can be beneficially G•04 CUNC feet t1!'I' n acre-feet per year, or •Its 1 rotation, to he used `ur "he fc+flo�ving iirposys: wildlife refuge_ and f. irrignt�c as more definitely set out Belo"r. ,nuitc point l of di,-ersion is/2iZW �+ 'l; eet e:l ut Bind lt;t; fee! north of the 4: SOc., , e,,�.�;:��✓ .. ucr of Sec. 32 ._ tU/ +.rirl Wt� a. 4' of the Plat of C. D. I?illmon's Lake Washington Garden of Men � ................... ... ......... .... A;ld�t:. to Seattle No. I of Sec. '� �� r{: c .. 5 �1• king C <o !ty. : cu' use;, to «•filch «•.lt,_•r is to be applied: Donlest. ::iunicipal supply. cubic feet 1-)e: >:econd, acre-feet per year, during K n'.ire heir. Irrigati. 0•02 _ ....cubic feet per second. 1 acre-feet per year from r. C l'.ay = to October 1 each vezr, for :rrigation of ' does. J',her ,s, ;x Wildlife r.efu a 0.03 ) 8. cubic feet per second, (ndnconsunlptive) _acre-feet per year, f*#Mc. _ continuously t each Fear. LF.GAI. l !;?f''rIUN OF LANns UFo�' W!nc13 Tn7: « :1'I'!{!; ''C! ljli USFD: M1lr ]ti Withi:•: -"c. 3.2, T. 2', N. , R. 5 F.W.M. : Tract 51, of the Plat of C•, D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1; EXCEPT portion ther,tof eescr.ibed as follows: beginning at the most westerly %. corner of said tract 51; thence.► south 28'13'00" cast along the wept line of said tract, ': 82.90 feet; thence north 70°3VOC"' Past 150 feet.; thence north 26.13'00" west 87.61 feet to the northerly line of mold tract. 51 ; thence mouth 68*45100" nest along the northerly r DRVARTMRNT OF CONBRRVATiON AND DRVRLu)•MRNT DIvIulon of Hydranfiar .tpplicr+liu++ No. Pc►'tntl No. APPLICATION FOR A PERMIT 1 To Appropriate Public Waters of the State of Washington yy//' // (Name o/Nf}!�•PPllnnt) ��`jj of �� .�G•4ttC.(.. (.G01- �' � �•+llU1t 1/ (if.. j .• +1'cvtotll.ro> State of , 1LCc-•t�� 4µ��'ee—t— du htv,h+/ !u,)k,`appveatiuri for it perinit to appropriate the following described pnGliYt ater. of the State of (I'usl+int/lon subjrrt to rxisting rights; If the appliraut is it corporatioll,gi(`e dale and l,tar.j „f ioeorporatinu 1. Thr.••„i(rce of the propusrd•ip,,rupriutiv►t is '7<1 V (Nam*of etrvam) t►iGu(ury of .�/ 0q�ter, C1 Tlic ennuirn( of ua(r► a irh Ih- ttpl,►Ic'irnl in(cuds to apple/ to brut-ftiel use is 9. { cubie feet per sf cosid. 3. The use to ichh-h the ir•atcr is to he applied is,�� -//.:' . .... ..... _._. �-6►y`' -� l Irrllrst n,power,minll�a, anutacturinw,domestic supplies,eta) 4. Ti►lie- during which iratrr will be required rnrh year., . .� 5. The approximate point of dive►'sion is located (Oiv 42ntro and bearine to section core. bring tcttlun Ihe_...}pi`r! ... ry_... �__ G. f og F) (airs I:eetl L+ Ddh font (No.N.or&) (No.Sor W.) in th. county of to be mitts in. length, terminating -e.... G. Thr_ _. ..._`.f { it pipe line) (Main dlteh(4na _ �.l of Scc....'�1- T p ....?._f-" .5. tit the_. �.�,�Itest �i� tvl n)-��� /�� -(No.N,or (No.E.or W.) the proposed location Leiiig sl+ouyt o►t_1hc-o(conipanying »tap. 7. The name of the ditch., canal or other works is $. (a) F.stimalcrl co:•t of dcccto pine nt tucessary to us(ilize fully the appropriation herein asked or (G) Do you own t h.• required right-of-war;?.. 'O DESCRIPTIO` 0... WOItItiS- DIvt:RSIO-N 1��ORR&— �o 9. (a) Ilcight of diversion dam......../-s:.�...� ....•feel; length ou top -5 Icrrgtlt at WHOM ... ... _� ._feet; malcr ial to br used and character of roristruction _-......... -___............ Gam-..._ Wastewayoverorarounddam) (Loose rock.concrete,rnasonrY.rock and yrvsb,timber crib,etc.. t (G) Drscnptio►) of hcadgatc ___it.- t-.- lTunl,e4 MncrMe,ete.:number and else of tpenlnFs) .__...._........................ ... . . --- rndt Inuet ho i"e"Ina 1 i".lea t•,tuts ahM•c. Thcst f•-n.�.c:m Le-ccun•d,toKclb••r •When stomg' works are coot-:7r;?e ed n atoraof tk• with inatruct+on.•.by addrt>slrls the:tsu Suyen-i or of Ilydraullcr.Uiptrt•Is, J k Y V y Norm 10. S.V.\n.070- f 9s6, a:ll. - ,�FT:1Tk OF N'Rg1f11Q'1.ON '1 nhPARTMENT OF CONSERVATION AND nwvxiAw%tidX'( Division of Hydraulics r. APPLICATION FOR A PERMIT ~ To Appropriate Public Waters of the State of Wa, t 24UUApplication �-o... .�l,>4.8. J'ri mif No...... � F trrrat. L� U State of. (lip hrr('ba make opphralio)t for o pi rot%r !o rrppropriair the ft.11 tiring drs(ribr,:j flirt, +ralcr.c of the State of i1'ashinglon ,cabjtxl to r,ristinrr rilihis: If the applicant i, a c„rporation, give daft, and plarr of in,orpnrnlion..___ I: The smirre r,l flit, praposed app►•op►•ialiml is tributary r, (►-lloti�( c��a04 C.P.s. ) __. .,. T JIr' ar)ir+nn( of rt,(1tPr which the applir•arrt In,rwis lrr apphi ;r, hew-rural use f.e.._.....,t•�Vl�. .._.._ .,._ f -.i ritbic fret per srrenl. r )� it. Z. The re.-rc to irh:.•h the realer is to br afrf+lird t Irrlr;ntloa.f••tYr1'.•n1t Intr,utnnufn cturinR. menu:•uPPllrn,etr./ r CCCVVJJJ �� 4. Time. durin.11 rrbich rt'rrtr•r• rrill br IT(pI 'rd rarlr year i _April 1st.....to.. October 1st for, irri;;ation and contimiclusly.foz �?v?1.. ..:....._ �..,,// ri. The aj)t)rvi.rtntalr• pnnrl n) drr•rr.cu)rr is lorat.•r! '_ J J �r r C1 Inc rr ntr.l b arin�t•,rrctlun mrr.•r) c. �a�it�rl�c i � a . ._.. T)r.M• (Git'r rout lea lrt:nl eubdhlnlon) (E.or\V.) in the rorrlity of j G. The... . .. �z.:e... _ M.. In hr...... __ff, or miles in Irngih, t•ernr.inafin.y ; (Main ditch,ennui.or Wt..line) _ - in the(3 /`�ti.�ldrat�attllhogr /.r/... ...... ..... tS'...w (Hmtdlext legal rubANldun) - (I{.or W.) tl:r proposed location. bring shoren mi the accompanying nlnp. 7. The rramr of the ditch, canal or other worloz is ... . ........ ..... ......................_. ...: k. Estimated lost of dreel(minent nreeitsarrl to ittilitr f+rfly the, appropriation herein askrd for r ............... ............._. .................. noes the., stream from .which yolr acish to appropriate water flow throngL the. tract of lmd oil i which ;he outer iv If, be w"i"' ' 10. Dn you op on the rr•gnir:d righ -oj-:oay for ill(: Inopa.crrl real.ct' L, G.2 DESCRIPTION OF AVORKS ((// Dw atsiox «oitl(s-- ' feet; length on top... . feet, ll. (a; IlcigJrl of diz'cr.elnn danr._... lengl)t at hnitour... fee!: trrntcrinf to be lewd and rharartrr• of emistrnrliml r. l SECTION PLAT ° 4 Sec.. - --- - T%vp. _- { t 3 1_q ]L1 L { Ito a.—to*bow d{oYaorw wod bwwrlag of palaf of dir000ioo frvw,■r.wr�f lf"rrr r ravr. Aloe frorollod dirMV�w fret•e ower..wl%�w.ra as�nw{e hl�6ww�. j 0 Form 10 STATS OF MARMINGTOtf IMPART11I9NT OF CONSidRVATION AND DRVRLOIIMR, Divinion of IIydrattlicn AIPPLICATION FOR A PERMIT To Appropriate Publics Waters of the State of WasliYn 'ton s Application No, 3471. try(�ia, Permit No...._.l 9 0. _ 1. . 'Hillard U. Allen, --------------------------- --------------------- I Nerve of sppllcnnt) .. of..hr`� ;)�.3ox xl, _I2anton, County of Ling_ _._. Slate o(..._. )ttit:hington_. do hereby make application for a permit to appropriate the following described public: tcaters of the State of Washington subject to existing rights: Ii the applicant is a corporation,gire (late and place of i►rcorporation ---------- i ]. -The source of the proposed appropriation is Erlhll unnamed croek (Name of stream) 1 tributary of-971411 unnamscl creek which. flows into bake ''fAteM ngton. ' °. The amount of tcater which the applicant i►lleuds la (apply to beneficial use is...........'_V•025, ................ ...._ cubic feet per second, 3. The use to tchich the tsaler is to lie applied is... ,,ors©a3ti.o._.�uy►.pli.e,F~.....�xt�.t.a garden, lawn. ..i.n Power.mining,manufacturing,domestic supplies,eta) - .......................................................................... 4. Time during tchich tcater trill be required each year, col).tinuoub_17... ........... .... f . 5. The approximate point of diversion is locate, 1300 _•o9t_•..:es.t. and.,.330.--_Ye.g.t north_ ((f a distance and bearing to section turner) t 9f__eis.t..1, .00r_ner. o -.Sec.....2s: T. 24_ ii•,b.•.:..J _-.1._.al�'. �,..(being..000...-Yeot north and 2 feet weet"of Sil corner of Tract 154, Hillnan's (sarden of i:den !dd. • to:.:Saat tle,Ji vision..;:o... .1.), being within the. . _.. S!: ..Cif dtii. . of Sec... 29 T 24.. ........1V 5 E. , p. . ,R......... N.M. ....._.) ' (Give sn,alleat Ieg.a1 subdh•Islon) (No.E or�V.) r I in the county of. King- ............. -aine(2n� 1',zi"...and 17.). . ...._to be...1.000..._ .. ft.ot-tni{es in length,terminatingf (.fain ditch,canal,or pipe line) in the._.. ' -T '�..L.n .. ....-._ .... .. .......... _of Sec... 29 . ........,Tp...-24... �ti'., (Smallest legal subdivision) ") •M•r - _. (No.E or W.)-the proposed location bcinq shown on the accompanying map: on Tract 170. which is , Owned b��yy applicant. 7. Tlte, name of the ditch,canal or other works is.._1'ry>ate. vrat�r„-.EtS� tem o; ri.L:.hlie:). ..........�.. S. Estimated cost of development necessary to utilize fully the appropriation herein asked for $ 3C0.00. ° ._ 9. -Does the stream from whwh you wish to appropriate.water ow through the traFt o Iaild o. f J _ 9 which the water is to be used?._..-..XAV. ....... ._ _... . .........................._ .................. 10. Do you own the required right-of-way ,']* a Pz ni t from y q .for the proposed works. ...... :.....1?.r...�.:...................._.�..__..._.._........_._ Count Corms eionere to lay ppippe along and under streets rand roadsi and I own Tact 170. Yee. 1�ESCRIPTION OF worms. Dmrtsro-, WORKES- 11. (a) height of diversion darn..._....`1wq__... __...._...........feet• length on to 5i? • 9 p__......_.. _.-........_....:...._............._feet; , i'our feet; material to be used and character of construction length at bottom...___.__.._.._....__...._............__..........._... 2 inch tanks cross tit�Uers and earth .................... t(Loose rock,concrete,masonry rock and brush,timber a.rlb,arc.,wartew•ay over or around dam) -- (b) Description of headgate...........iimber, one openirig 12 x 44 irict.es for (Timber,concrete,etc.;number and alzc of opeNngsl overflow, .or wnutewuv. . .............. . .................... ..................... ............. .. ..... .. ........_ .... .._...... Wh'on storage works am contemplated a sit-rage permit must be Mid In addition To tile na e ahe. Thtse form.can . an I,e secured, together with Instrivil.,ns,by sddre.aing th.Meta Supervisor ofl Hydraulics.Olymvis, tvaahlltgt+•tt, SECTION PLAT i k; See. . - - I i I tl RECEIVEp lam: AUG 7 DVA0 OF RLICS _fti,• C���� } L --4. Be sore to show istance and hearing of point of diversion from nearest 40-acre corner. Also fraveiiad� ` directions from nearest town on main highway., J -t-L��i�.:l:�):� i.� tJ lJ � .•�::.j,.� >v:` i.V�'i..LLn...�,eZ. . ,,�.� f"' / M�1�Qit Tz�v `� � ✓_l��LQ. T/�4 i,t�l� ��.�'�ti _ i I wT __ _ -, - ' � x 'a c m a a a a 3 a_ X n SHANNON bWILSON.INC. APPENDIX C IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT 21-1-09054-009 - SHANNON & WILSON, INC. Attachment to and part of Report 21-1-09054-009 S Geotechnical and Environmental Consultants Date: May 11,2001 To: Entranco Important Information About Your GeotechnicaVEnvironmental Report CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared for a civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise,your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANT'S REPORT IS BASED ON PROJECT-SPECIFIC FACTORS. A geotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project-specific factors. Depending on the project,these may include: the general nature of the structure and property involved;its size and configuration; its historical use and practice;the location of the structure on the site and its orientation;other improvements such as access roads,parking lots,and underground utilities;and the additional risk created by scope-of-service limitations imposed by the client. To help avoid costly problems,ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise,your report should not be used: (1)when the nature of the proposed project is changed(for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one,or chemicals are discovered on or near the site);(2)when the size,elevation,or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership;or(5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example,groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods,earthquakes,or groundwater fluctuations may also affect subsurface conditions and,thus,the continuing adequacy of a geotechnicallenvironmental report. The consultant should be kept apprised of any such events,and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant,who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations,you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. A REPORT'S CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore,you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's Page 1 of 2 1/2001 recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems,the consultant should be retained to work with other project design professionals to explain relevant geotechnical,geological,hydrogeological,and environmental findings,and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND/OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs(assembled by site personnel),field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not,under any circumstances,be redrawn for inclusion in architectural or ot!'xr design drawings,because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you,you should advise contractors of the report's limitations,assuming that a contractor was not one of the specific persons for whom the report was prepared,and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party,the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts,reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties;rather,they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report,and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences,Silver Spring,Maryland Page 2 of 2 1/2001 1