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Home My WebLink AboutM052703 District No. 1 Commissioner: Dan Titterness District No.2 Commissioner: Glen Huntingford District No.3 Commissioner: Wendi H. Wrinkle County Administrator: David Goldsmith Clerk of the Board: Lorna Delaney MINUTES Week of May 27,2003 Chairman Titterness called the meeting to order at the appointed time. Commissioner Glen Huntingford was present. Commissioner Wendi H. Wrinkle was not present. COUNTY ADMINISTRATOR BRIEFING SESSION: County Administrator David Goldsmith reported on the following: . The Remote Access Policy which covers employee access to the County computer system from remote sites, and the Complaint Review and Enforcement Policy are both ready and will be sent to each department for employee review and, after any suggested changes are made, these policies will be brought forward for adoption by the Board. . The Board and several other Elected Officials attended a 2 day workshop last week on the "Price and Priorities of Government." The workshop focused on how to view the budget to determine what the County wants to accomplish and then go through a process to redirect the budget to address those priorities. Performance parameters are addressed up front. The report card back to the citizens is how well the County did on those items. There is a "bureaucracy buster" waiver request for employees or citizens to submit. · The Central Services Director candidates will be interviewed this week. · The Memorial Rose Garden Ceremony to honor 6 past employees is scheduled on the Courthouse lawn this week. · Senate Bill 5028 deals with separating water quality issues (regulated by the State Department of Health) and water quantity issues (regulated by the State Department of Ecology.) This bill is an attempt to separate and clarify the two issues at the State level. · He and the Board will attend the "State of the Mill" meeting that has been scheduled by the Port Townsend Paper Corporation. · The UFCW contract has not been forwarded from the Union for the Board's signatures and should be coming to the County for final approval soon. · The Commissioners' Chambers is not currently wired for video cameras. Information Services will research the cost of equipment required to video tape the Commissioners' meetings and the process for broadcasting on PTTV. Page I Commissioners Meeting Minutes: Week of May 27,2003 Æ".;..,-~-.~ kYj!J'" '~'., ...-:-/: ,', ".' -~~y . The Department of Community Development is preparing an ordinance to adopt the revised State Building Code standards that include the International Building Code. These standards become effective July I. Chairman Titterness asked that the County do a presentation for local builders about the changes in these standards when they are adopted. PUBLIC COMMENT PERIOD: A member of the Marine Resources Committee, speaking as a private citizen, asked the Board to look at the MRC's report for what it does and doesn't say because the report shows scientific data, but it doesn't show the concerns of people who are passionate about preserving the marine environment and a scientific approach may be logical and direct, but may not work when it comes to the nuances of the marine environment. APPROVAL AND ADOPTION OF THE CONSENT AGENDA: Commissioner Huntingford moved to delete Items #l and #4 and to approve and adopt the balance of the items as presented. Chairman Titterness seconded the motion which carried. I. DELETE Resolution: Establishing Objectives Related to Growth Management Act (RCW 36.70A.130) Required Plan Review (See item later in minutes.) 2. AGREEMENT re: Professional Services for the Preparation ofTri Area Urban Growth Area Development Regulations; Jefferson County Community Development; Mark Personius 3. AGREEMENT re: Designating the Official County Newspaper of Public Record for Printing of Legal Publications Through June 30, 2004; Port Townsend & Jefferson County Leader 4. DELETE Agreement re: Coastal Zone Management (CZM31O) Grant No. G0300137 for Funding the Northwest Straits Project, Marine Resources Committee Year 4 Project Task 3; Scope of Work for the Tarboo/Dabob Bay Fish Assessment; Washington State University (WSU) - Cooperative Extension Jefferson County; Northwest Watershed Institute (See item later in minutes.) 5. AGREEMENT re: Irondale Beach Limited Site Cleanup & Improvements, County Project #SPI429; Jefferson County Public Works; Pacific Environmental Services Company 6. AGREEMENT, Amendment No.1 re: Emergency Management Services; Amending Work Elements, Tasks and Payment; Hamlin and Associates 7. AGREEMENT, Amendment No.1 re: Membership Composition and Possible Expansion; Washington Counties Risk Pool 8. Jefferson County Public Works Construction Plans re: Upper Hoh Road, Log Jam Mitigation, County Project No. X01313 9. Bid Award Recommendation re: Construction and improvements ofSheriff/DispatchlEOC facilities, County Project #CCI543; Jefferson County Public Works; Primo Construction Inc. ] O. Final Short Plat Approval, #SUB02-00006; Heavy Metal Hill Short Plat, To Divide Approximately 40 Acres Into Two (2) Residential Lots; Located East ofSRl9 - Beaver Valley Road, Chimacum; Richard Broders, Applicant 11. Letter of Assurance of Match for Larry Scott Memorial Trail, Segment 3 Grant Funding; L WCF Grant #03-1054C; Washington State Interagency Committee on Outdoor Recreation Page 2 Commissioners Meeting Minutes: Week of May 27,2003 tfi.ÿSf)) \~)) ~;~~y Marine Resource Committee re: Update on Committee Activities: Andy Palmer, Chair, introduced Tom Cowan, Executive Director of the Northwest Straits Commission and the following members of the Committee: Jeff Gallant, Bob Tilley, Ann Murphy, and Rex Price, as well as staff Michelle O'Connell and Pat Pearson. He then reviewed a slide presentation of the activities of the Marine Resources Committee. AGREEMENT re: Coastal Zone Management (CZM310) Grant No. G0300137 for Funding the Northwest Straits Project, Marine Resources Committee Year 4 Project Task 3; Scope of Work for the TarboolDabob Bay Fish Assessment; Washington State University (WSU) - Cooperative Extension Jefferson County; Northwest Watershed Institute: (Item #4 on the Consent Agenda) Commissioner Huntingford asked if the Northwest Watershed Institute has done work for the Marine Resources Committee in the past? An MRC member advised that the Institute's lead person is Peter Bahls who has done a lot of research in Jefferson County and he recently made a presentation about the importance of the Tarboo/Dabob watershed which is a main focus for the MRC. Pat Pearson explained that he has been working with them under a signing statement and he is doing research in the area for another project. The MRC wants to contract with him to train their volunteers and he has agreed to share all of the information from his research. There was a brief discussion regarding some of Peter Bahls' past work in Jefferson County. Commissioner Huntingford moved to approve the agreement. Chairman Titterness seconded the motion which carried. Establishing Objectives Related to Growth Management Act (RCW 36, 70A,130) Required Plan Review: (Item #l on the Consent Agenda) Commissioner Huntingford moved to approve RESOLUTION NO, 21-03 establishing objectives related to Growth Management Act (RCW 36. 70A.130) required plan review with a change to the last paragraph to say". . . that Jefferson County intends to comply with the requirements. . ." by deleting the word "fully" from that portion of the sentence. Chairman Titterness seconded the motion which carried. Bob Wilson, Fire Protection District No, 2 re: Annexation: Bob Wilson and Fire District No.2 Commissioner Julie McClanahan advised the Board that there are 17 sections ofland in the County that are not protected by a Fire Protection District. These sections were identified with the help of the staff from the Auditor, Central Services, and Assessor's Offices. A petition has been submitted to Fire District No.2 that represents 100% of the landowners in the sections adjacent to the Fire District asking that they be annexed into the Fire District. The Auditor has certified the sufficiency of the signatures on the petition. Assessor Jack Westerman explained the process for annexation as detailed in RCW 52.04 and reported that Fire Districts No.1 and No.3 may also be coming in to ask for the same type of annexation approval. Page 3 Commissioners Meeting Minutes: Week of May 27,2003 6r~'G \~) Commissioner Huntingford moved to have the Clerk draft a resolution for Board that concurs with the annexation of these identified properties into Fire District No.2 as requested. Chairman Titterness seconded the motion which carried. HEARING re: Seawater Intrusion Compliance: Commissioner Tittemess opened the public hearing on the proposed changes to the UDC as recommended by the Planning Commission. Associate Planner Josh Peters stated that this hearing is associated with Master Land Use Application 03- 202 which consists of several UDC amendment proposals and associated policy statements in the Planning Commission recommendation, dated May 7, 2003. A supplement to the recommendation, dated May 21, 2003, is also included. The Planning Commission's recommendation is an effort to comply with a Western Washington Growth Management Hearings Board Compliance Order issued on December 5, 2002. Al Scalf, Director of Community Development, submitted 2 hydrogeologic assessment reports that DCD received in May, one for a parcel on Marrowstone Island, and one for a property off Hastings Avenue. He also submitted a single family building permit that was received in May that is located just outside of a High Risk SIPZ (Seawater Intrusion Protection Zone.) The well for this property was dug in 1995, but the proof of potable water test was just submitted and shows that the analysis for chlorides is at 249 which will require a hydrogeologic assessment and means it will have to be included in the High Risk SIPZ area. Charles Stirling, Coyle, the proponent for the building permit that needs a hydrogeological assessment, submitted and read his testimony. (See permanent record.) Curt Meyer, Bridgehaven Community Club, stated that they have concerns about the wording about limiting each well to 400 gallons per day. Their community has 2 wells and services 186 connections. It needs to be clarified that community well systems are exempt from this requirement. Beau Bricklemeyer, Aquatic Resources, stated that they have submitted written comments. In 1993-94 Marrowstone Island was designated a sole source aquifer by the EP A. Developing a water system on Marrowstone Island will not solve the seawater intrusion problem, because there is no requirement for capping a well if there is another potable water source available. People will use their own well water, rather than pay for public water and degradation can still occur with overuse. Janet Welch, representing the petitioners to the Hearings Board, noted that it has been 18 months since the Hearings Board order on this case and a lot of work has been done. However, there is a lot missing in the final draft between what was adopted by the Board in the interim ordinance and the Planning Commission recommendation. This is a countywide issue. The burden shouldn't just be placed on people who are putting in new wells. There are other ways that the County could have dealt with this issue that would have produced a more thorough end result. The County needs a monitoring program that will give a baseline for the data. Groundwater withdrawal is not regulated by the County so it should not even be part Page 4 Commissioners Meeting Minutes: Week of May 27, 2003 ¡§... ";"'-] .. f~' :~j ~~~ of the discussion. The County needs to encourage alternative water systems. There are a number of things that the residents on the island can do, and are willing to do, to conserve the groundwater. Charles Stirling, stated that when he called DCD, the Permit Technician said that the County has tried to discourage rainwater catchment as a water source. Beau Bricklemeyer, pointed out that he called the State Department of Ecology and asked how they view rainwater catchment? In the enabling legislation for DOE, it says that they control the water "above the earth, on the earth, and under the earth in the State of Washington." This would include rainwater and what happens to it. DOE has a policy that requires a rainwater catchment system to have a water right permit, but they are not actively enforcing it and if you send an application for a water right, they will process it under most circumstances. Chairman Titterness replied that the County has run into problems regarding catchment systems with the State Department of Health and their regulations, and not the Department of Ecology. Hearing no further comment for or against the UDC amendments, the Chair closed the public testimony portion of the hearing. The Board agreed that they will review the testimony before they make a final decision. Advisory Board Appointment; Community Investment Fund Board: Commissioner Huntingford moved to appoint Kathleen Emmerson to represent Commissioner District 3 on the Community Investment Fund Board. Chairman Titterness seconded the motion which carried. There is no term limit set for this Board. ~~ Lorna Delaney, CMC Clerk of the Board JEFFERSON COUNTY BOARD OF COMMISSIONERS =~ Dan Titterness, Chair /1L Glen Hun n for , (Excused Absence) Wendi H. Wrinkle, Member Page 5 Page lof2 Julie Matthes ---- ---->-"-_...._-~-~~.._.~,'_.~.~~_....-._-"',.,_..,_.'".,'--.._-_.-,---,---~-~.^_." From: Josh Peters Sent: Friday, May 30, 2003 11 :39 AM To: Julie Matthes Subject: FW: Marrowstone Island -----Original Message----- From: Victor C. Rupert [mailto:V-Man7@attbi.com] Sent: Tuesday, May 27,200310:20 AM To: Carol Wise; #Planning Department; BOCC Subject: Marrowstone Island TO: Whom it may Concern FM: Victor C. Rupert 4304 Belvedere Drive PIano, Texas 75093 Owner: 701 Fort Gate Nordland, Washington I have been made aware that there is a meeting Tuesday the May 27th at 2:00 p.m. to discuss water and development on Marrowstone Island. Since I live in Dallas, Texas I am unable to attend but would like to voice my view. I understand that there is a movement to block all future growth on Marrowstone Island by imposing a ban on development and subdivision until such point as public water can be run to the Island, I also understand that there are some on the Island that oppose city water and other services, I am NOT one of these persons, I strongly desire public water and services on the Island. The Issue for me is property value, I have seen the value of my property plummet with each new restriction imposed by the county, Yet I have seen NO improvement in conditions on the Island, What I HA VE seen is ever increasing taxes, My view is that you allow continued development and provide the necessary services to support life on Marrowstone. Furthermore, if this ban on growth is allowed to remain in force I would demand a reduction in taxes commensurate with the loss of value to my property. 5/30/2003 Page 2 of2 Sincerely, Victor C. Rupert 214-893-0440 5/3012003 cC. !X.D 6 -.¿o'Q3 May 27, 2003 " Comments to the Jefferson Countv Board of Countv Commlssioners: J J In the spirÜ oftrymg to assist the county In complymg WJth the Hearmgs Board order, Petitioners otTer the tòllowing comments on the Planning Commission recommendation to the Board. By making these comments, PetÜJOners are not committmg themselves to a position or restricting themselves to these issues when we submit our Compliance Brief The Planning Commission's diligent work on the Issue is apparent in their proposals to the BoCC. Nevertheless, issues of saltwater intrusion and groundwater protection are complex Issues rooted in many fleJds of sc1ence. For this reason, the application of methodologies used to detïne, identitY, track, prevent, and remedy groundwater degradation do not appropriately fàJI to the lay public. U isn't that the Planning Commission ignored best available science in their work, rather it was largely absent fŸom the dJscussJOns. Peu1Ìoners are aware of no instance since receipt of the FDO (dated January 200'2) that the perspectives of a protessional hydrogeologist were brought into the discussion. This omission became dear at the BoCC meetmg of May 19 when the Chairman of the Planning Commission and the Chairman of the BoCC bantered whether to use one sample or an average of the first fÒUT for the baseline. Clearly neither of these well intentìoned men have the qualtfícatìons for making that kind of decision, yet the PJanning Commission recommendation before you was drafted ITom exactly these kinds ofdiscussions! The science is absent from the methodology, and no amount of money spent on a hydrogeologist at the cuJmination ofa samphng period can establish legitimacy from an off-the-cuff monitoring design. Petitioners have the same reservations about the sampJing objectives, techniques, anaJyticaJ methodology, and application of the monitoring data as we presented at the Compliance Hearing. The HoCC intends to inquire about the county's authority to limit water use from private wells. If the authority does not exist, the BoCC 1000 gallon limit is moot. lfthe authority does exist, the PC standard of 400 gaHons peI day is far more reasonable than the original BoCC. The following comments address the UDC "emergency ordinance" changes by the BoCC and proposed changes by the Pc. For more detail we suggest that you refer to our Compliance Hrief~ since many ofthe failings identifíed at that líme remain in the latest proposals. 3.6.5a (4) What constitutes a "history of chloride analyses..." for the purposes of having a well become a SIPZ, or alternately being removed from designation? How many samples constltute a "history"? The Administrator and the County Health Department do not have the expertise to (ietermine "the status of an area'" suspected of experiencmg connate seawater. All high chloride results must be considered non-connate until proven otherwise using BAS. The BoCC's proposed long-term solution to aquifer degradatwn on Marrowstone Island IS the expansion of the public water system currently serving the recently designated Tri- Area UGA. Capital iàcíhtJes planningf()r the UOA has not yet begun, and their water needs have not been evaluated. It seems premature to assume that the PUD has the capacity to serve Marrowstone Island jnl1ddj/ion to an undefined UGA. Many other issues anse when considering public water as a remedy for seawater intrusIOn, not the least of which is that the extension ofpuhllc water mto rural areas approaches the fuzzy line of promoting sprawl. When densities are too high for private water systems, perhaps the problem is with the density and nol with waler availability. From a technical standpoint, public water may not be feasible in many parts of the county. The BoCC must have more to offer to areas around the county susepUble to seawater intrusion. It is also a questionable assumption that public water necessarily protects aquifers. Groundwater withdrawJs on Marrowslone Island., and anywhere else 1 hat public water has or may be provided, could actually increase as people increase outdoor watering with "free'" groundwaler which they no longer may drink. 'fhe Planning Commission revised document makes the assumption that high chloride wells fall into disuse when public waler 1S provided. However, Petitioners are aware of no provisions which require abandonment of wells when public water is provided. '[his assumption is of doubtful validity. 3.65D( I) Standards shall apply "when specified" in SfPZ, but are not specified. fs this an oversight or a deliberate attempt to minimize lhe ef1èctJveness of the controls? 3.6.5d(2) Infiltration is a vital aspect of groundwater recharge and the Administrator must not have lhe authority to waive the requirements. 3.6.5D(4) Golf courses, turf cultivation, and any other water consumptive uses (where waler is lost from the system through extensive evaporation) should be prohibited m SIPZ, not simply managed for pesticide use. 3.65D(9)ii This sec1ion applies to subc\1visions with nel density less than five acres. Since RR1:5 is the highest density land use allowed, is this an oversight or a deliberate attemp1lo minimize the eHècÜveness of the controls? 3.65D(9)iii Only building permits which require proof of potable water are su~jecl to the pohcy. Your staff assured you that permitting of Auxiliary Dwelhng Units (ADUs) not not be subject to the policy. Since this is not an oversight, is it a deliberate attempt to minimize the effectiveness of1he controls? 36.5D(9)iv Ongoing monitoring needs to be mandatory in this and all SIPZ. 36.50(9)ivC3 Is the only 1Ìme a sample over 250 mg/I triggers a notice to title when the sample is taken the first time. What about subsequent sampling? 3.6.50(9)ivdH Only the "use of a new well shall be conditioned through the associated building permit" triggers enrollment in the sampling program. What about the many existing wells that are associated with building proposals? Is this an oversight or a deliberate attempt to minimize the effectiveness of the controls? The focus oflhese sketchy attempts at "more protective standards" targets groundwater withdrawl and overlooks the real potential both rainwater collection and enhancing aquifer recharge so that a higher volume ofJreshwa1er infil1rates into the drinking water aquitèrs. There are many, many techniques to enhance recharge that can be used by both the private and pubJic sector Public sector examples include the following: policies thai require Public Works to infiltTate all road runoff rather than discharging ìt directly to marine water Your slonnwater requirements could include shading of all stonnwater ponds to reduce evaporation. Your clearing and grading ordinances could be more strict with regard 10 runoff and impermeable surfaces. Private sector actions need to be included as voluntary BMPs and included in educational opportunities. While focusing on the: quagmire ofJimiting water withdrawls from wells, you have missed the opportunity to impose legitimate standards that would have that effect. Two examples: 1) on new construction prohibit outdoor hose bibs drawing from groundwater sources, and 2) change the plumbing code to allow dual plumbing for potable and non- potable uses (making catchment that much easier by not having 10 conform to potabJe standards). You have not made the use of catchment any easier through any of the proposed changes< In Jàct, by the definition of alternative system you added to the uoe in July, an alternative system (catchment as an example) "is any system....over 400 gallons per day" Does Ihis, and the catchment policy 97-01, require catchment systems to provide this outrageous (and functional1y unfeasible) amount? No attention has been directed al upgrading oJd wells, BefiJre 1990, field test kits were rarely used and wells were drì1led deeper for more volume without awareness of chloride levels. Now with very low now pumps,jt is possible to "shorten up" wells with high counts and reduce the chloride levels dramatically. Older wells associated with new penn its (any expansion of water usage) need to be evaluated 1()T upgrades that. can improve their performance. No attention has been given to well starts in S[PZ. When the driller contacts the Hea[th Department., wouldn '¡this be an excellent time for drj]Jer education? What about standards requiring that the distance from the well to marine water be maximized? And finally, you have ignored the need for education and the possibilities of using innovative programs (including educational programs) to fund and carry out the monitoring programs and upgrade incentive programs. I f Jefferson County applied only a small percentage of the efforts and expense of fighting land use controls in actually implementing wise policy that is protective of groundwater, the people you represent could now have been secure in the knowledge that their water supplies are protected now and forever, [n groundwater protection, like any other complex problem, there are technical aspects of the solution, there are non-technical aspects., and there are aspects that draw from collaborative, creative efforts by involved citizens. Like a good soup, an must be present for a satisfactory outcome, but it seems like Jefferson County is content to make its stone soup with little more than boiled stone. ~ J~tuÆ~ Janet Welch Representative for Petitioners Box 1221 Hadlock, W A 98339 360-385-5910 LC Ul..U !:> -~ - U? To: Tom McNerney, Planning Commission Chair Jefferson County Department of Community Development 621 Sheridan Street Port Townsend Washington 98368 Re: Application for County-Initiated UDCX Amendment MLA # 03-00202 Dear Sir, . I am writ.ing in. regard to proposed policies related to securing building permits ID seawater mtruslOn zones located in Jefferson County. My husband and I are in the midst of trying to get a building permit for a two bedroom home located on approximately eleven acres of land on Toandos Peninsula. We have owned this land for o~er 13 years and have had a mobile home on the property and a functioning well smce 1995. Our nearest neighbor with a functioning well is approximately 1200 feet north of our property. We have had a dream of building a home on our land once we were both retired from full time employment. Since a building permit requires evidence of potable water, we submitted the original well log and a recent water analysis with our building permit proposal. The water analysis indicated a chloride level of 249 which is high but still below the EP A's MCL of 250. Peter Bonyun, a permit technician for the department of community development, accepted all of our building permit papers and said that we just made it in terms of both the chloride limit and the location of our well, as it is outside of any high risk SIPZ. Assuming that there would be no problem, we went ahead with the permit process and paid the county the required money which amounted to $2234.19. About a week later we were notified that the county would require us to have our well assessed by a hydrogeologist since the chloride level was above 200, It seems that the county planning commission had agreed to lower the acceptable chloride level to 200 instead of 250. However, after reading over the application for county initiated UDCX Amendment MLA #03-00202, it seems that this requirement is not yet law. So the main purpose of my letter is to ask that the county reconsider this requirement of having all persons requesting a building permit in a SIPZ hire a hydrogeologist to assess their wells if their wells have a chloride reading of 200 or more. My husband and I certainly understand the necessity to learn as much as possible about our local aquifers and to educate all well users about the causes of seawater intrusion and what needs to be done to mitigate the problem. All of us that depend upon groundwater have a stake in maintaining as much quality as we can, given the local situation, No one has the luxury of using water carelessly. No one should be grandfathered in this regard as the water that needs to be protected is not old water but new water! However, requiring only new home builders with high chloride to hire a hydrogeologist in many situations would make no sense at all. It seems as if the burden of collecting data about aquifers is landing on the backs of the new homebuilder. Any hydro geologist would know that one needs data on chloride levels from as many wells as possible throughout the year; one needs data on water usage; one needs to know the local geology in terms of water permeablility and recharge capacity, Any home owner can take his(her) own water samples in to be tested for any type of cations and anions. Flow meters could be attached to all wells to monitor usage. Information about the local geology, strata, can be obtained from well logs which, I believe, are on record at the health department or from internet sites, universities etc. All of these data could then be used by hydrogeologists later on to help the county understand more about the severity of the local seawater intrusion. Hydrogeologists could then suggest monitoring and conservation programs that the county could set up to protect our groundwater. Drilling a well is a very costly undertaking. Our well cost approximately $20,000. All homeowners that have a well have also provided a window into an aquifer. The county needs to assume their leadership role on educating their citizens regarding the necessity of allowing all wells in SIPZ to be tested periodically. That, along with water usage monitoring, are all good ideas and reasonable things to do by well owners in at risk regions of our county, Well monitoring and water quality testing will cost the homeowner and new homebuilder more money but at least concrete information will be collected about the seawater intrusion problem. Spending an unknown amount of money, perhaps thousands of dollars, on hiring a hydrogeologist for every at risk well is just going to enrage the citizens asked to do this. I feel that the county should at least require that all well users in SIPZ collect the above data for a few years and then the county planning commission along with state hydrogeologists could make some rational decisions about the severity of our local seawater intrusion problem and come up with sound policies that the Jefferson county citizens would respect. Cf4 ~/ f?~~~~~~!:~ ( May 25-2003 ---.-..- \/_J ·-'."t~& G \ ~'¡'t;; i \~ j / J Ü---j'~ /V ~_____~ \ 7 \ _~\>~, '. \ /''\_~'vr''l-' \ / ' ~ ¡~ ,,,-r~ \ "}i "-\ /f/t: ,I \-_ / \~,y_ I ,l /~ 19 , 1 ! \ -----~----j \ :: (~i'~~ ( 31 ,\ ;j .. RANGE I WEST 3G 31 i' 12 ~, . ~O', ¡ <$ -~-,--. ,.0 / / @! ¡ "- "'~"". ø¡ ~¡ J / / 21 \ !~O / ) ; (1 I ,/ ¡ ~--, 12' i I ì--/ I \ , 32 \ f'...L r------.~ '1 " r .,. 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RA. ---¡12.Aì. L- S-ñ?.. ß ÙI L-1)\N& p~ \T Q0l~E- WA. ) q <2)~76 COpy 12.£c~ Sl tv' D? W£.LL.. I ~:. 6~"D&. ::::- z-ðf1 http://gisserverlservlet/com.esri.esrimap.Esrimap?ServiceName=Critical_ Areas&ClientV ersion=3.1... 5/27/2003 TWISS ANALYTICAL LABORATORIES, INC. 26280 Twelve Trees Lane, Suite C Poulsbo, W A 98370 Telephone (360) 779-5141 FAX (360) 779-5150 INORGANIC CHEMICALS (IOCS) REPORT Private System Name: Stirling 01088246 Date Collected: 4/30/03 DOH Source N ---------- Sample Type: D Sample Purpose __n___.____.._.__ - 4/30/03 Date Reported: 5/5/03 Supe~isor:_,,_ ~-_._----- Date Analyzed: 5/5/03 Analyst: " ---.-.--- Jefferson Group: ·-_____n___.___-.-.____ ..___...._..__ [~yste~!D No: I !-a~/~~,,~!~ N()~ MultiP!~ ~()~~~: Date Received: ~ .- .-.... -_..__.._-~--_.- Date ~~eJ>~~~_ . County: I·-·"'·~~~~_~_n. ¡ Sample Location: Send Report To: I --.-.-'----'--'---.-.---.....- 0: : B ··~--·:T·--"-·-·-·~" ··~-ST-, .' .,,~----- - -Mr ---~--,,~.--. -"--~------"'------' Outside Faucet-267 Sierra Trail Charles Stirling 267 Sierra Trail Quilcene, W A 98376 --___________.h...__.__ ..._.... Bill To: --.-----.-..------ .-.-,--.- "~----'---- Trigger? MCL? Exceeds Trigger? MCL? --- Notes: SRL: Trigger Level: (State Reporting Level), indicates the minimum reporting level required by the Washington Department of Health (DOH). DOH Drinking Water response level. Systems with compounds detected at concentrations in excess of this level are required to take additional samples. Contact your regional DOH office for further infonnation. (Maximum Contaminant Level), If the contaminant amount exceeds the MCL, immediately contact your regional DOH office. (Not Analyzed), in the results column indicates this compound was not included in the current analysis. (Not Detected), in the results column indicates this compound was analyzed and not detected at a level greater than or equal to the SRL indicates the compound was not detected in the sample at or above the concentration indicated. MCL: NA: ND: < (0.001): Comments: f~Ö~l~~~ll~~ \r\ \ \ ' MAY - 6 ØJ3 L~' JEFFERSON COUNTY I,' OEPT OF COMMUNITY DEV£lO~:~.L: COpy Twiss Laboratory Number: 41551 Page 1 Start card No. ('iO 44;J 4 0 ,1S1 Copy wllh , ..logy . Ot ner's Copy Driller's Copy WATER WELL REPORT UNIQUE WELL I.D. # z\!?::?3ù::-:¡ .NER: Name l":.~. ,:I~::irL::3 3ì:irlin:;; STATE OF WASHINGTON Address ~J 0 3 S Waler Right Permit No. 37th ~\-~e.:"~.E·., ~';¡l1 331-15 SC2.1 t.:l:~, . ,\j':; 1/4 .);:' 1/4Sec 32 T. 26 N. R hJ W.M. -- --'- ?::ÜûtC::f.:<J '?Gint LOCATION OF WELL: County .J 8ff!êrson .a) STREET ADDRESS OF WELL (or nearest address) off ThO:l3i:lnd Tr;ii.ls Roa(~, (3) PROPOSED USE: (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION d Domestic D Irrigation D DeWater Industrial D Tesl Well D Municipal D Other D (4) TYPE OF WORK: Owner's number of well (If more than one) New well cI. Deepened D Reconditioned D Bored D DrtvenD Jetted D Abandoned D Method: Dug D Cable D Rotary ¡j{ (5) DIMENSIONS: Drilled 436 " Diameter of well 'Q feel Depth of completed wen 43B Inches. It. (6) CONSTRUCTION DE"!AILS: 438 h 0 Casing InstsJrl: 'J · Dlam. from ft. to It. Welded · DIam. from ft. 10 It. Uner installed D Threaded D · DIam. from ft. to It. Perforations: Yes 0 No IA Type of perforator used SIZE of perforatfons perforations from perforations from perforations from Screens: Yes 0 No O! Manufacturer's Name Type Diam. _ Slot size Diam. Slot size Gravel packed: Yes 0 Gravel placed from In. by It. to ft. to ft. 10 from from Model No. It. to ft. to No tKI Size of gravel It. to Surface seal: Yes 12§ . ~ No 0 . To what dep~?': 1 ¿, Material used in seal i:~n tCl.'ll. t(~ Did any strata contain unusable water? Yes 0 No I){ Type of water? Depth of strata Method of sealing strata off (7) PUMP: Manufacturer's t-,lame COuJ.f15 Type: 3UD.æ-r3~b1.? J~.lO (8) WATER LEVELS: Static level )50 H.P. J.. Land-surface elevation above mean sea level It. below top of well lis. per square inch Date Date I I It. 310f;;/~!!i Artesian pressure Artesian water is controlled by (Cap. valve. etc.) (9) WELL TESTS: Drawdown Is amount water level is lowered below static level Was a pumJl ~st made? Yes ŒI N$. P If yes, by whom? Gre$l.1aM Yield: , 1 gal.lmin. with ~~ T It. drawdown after I hrs. .. .. .. .. .. .. Recovery data (time taken as zero when pump turned off) (water level measured from well top to water level) 1im9r:<: _1 twater Level . ]im~ . Water Level 1ime Water Level r-I.\ r~. ~1:;j "(JUn. Date of test :3 iðG¡ ~ ~ Bailer test gal.lmin. with It.dra'!1tØown alter Airtest ~ gal.lmin. with stem set at 4§~ ft. for Artesian flow 5D g.p.m. Date Temperature of water _ Was a chemical analysis made? Yes 00 , No 0 ECY 050-'-20 (9/93) . . f ~ Formation: Describe by color, character, size of material and structure, and show thickness ot aquHers and the kind and nature of the material in each stratum penetrated, with at least one entJy for each change of information. MATERIAL FROM TO -. 49 ij Ü B6 '11 .-~ 1 ~,? 00 u_ 102 145 145 189 189 309 309 330 330 342 342 349 34S· 390 3JC .JC2 402 417 ;117 1~::2 42~:' ~12~) 4'·::6 ~3ò in. ft. It. ft. Br~~/."n cla'lt:cun:I.:rr:1v31 BrrJ'Ìi'l ~:::lrd oan Br~~ clav~~Jnrl~r:~v81 (~r~v h~ "'rìí).'~r\ Br~¡n clav:X)u~j qr~v~l Brown silty sand Z. '.:11:3.v21 . LJOse b"cc-v.'l1 sand. Pt. ;1 rave 1 Gray tlarÒ:¡..:l;."1 '8rowrl cl;:w;xurd QrawÜ 3t'c;m ht~rd~1\l 3rG.....n silt·~· Cl'X~r.~~G ~';~:>.n(:' 1, :.-¡ravel Cr;:¡." clay Gr"~v -3iltv C03.r':K~ ::;;.tn3 J. G.rav·::;1 ~:;r3Y c12r·,; ßrO'.·}rl sil.ty :::r.3v81, Zi20 It. It. v -^' ::\1 It. .'-= ..."", - -= r;:o n '1.\11 æ '"'\ LÇ, lW u.; U \!I 11:» ..; ft. \ - ---- MAl - 0 tJM -.- ~rn.... f"\c"~r",AMIIt'¡ITY OEVElOPMtN I , WorllStarled ::/.IÆ~/'#¡ 19. Completed i.lIV~ D 19 WELL CONSTRUCTOR CERTIFICATION: 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 knowledge and belief. NAME '~:n~sha¡lI .!",ell L.1;illi:¡lj, l.o.c.. (PERSON. FIRM. OR CORPORATION) (lYPE OR PRIN'!] .~:1 OS~·~;>¡ ~~iH:..3rle~:'3 R(5. ,.¿jOul:,:;-00,~:~;Þ.. ~//-. /1~J'1--_ .' .,. (WEll DRILLER) 0161 )dJï-J .. Address .. (Signed) Ucense No. Contractor's -: ':': r' '7::" :(.\'\'~ t.:; ~:' ~~istration¿;;à¡:i;;~f:<'iá;i:i~j:~ - 3/14 /1(;" .19_ Date hrs. hrs. (U~O~~S~ETSIFNECESSAR~ Ecology C.. rtunity ~ Affirmative Action employer. For spe- cial accommodation needs. contact the Water Resources Program at (206) 407-6600. The TOO number is (206) 407-6006. o , Aspectconsulting , IN-DEPTH PERSPECTIVE May 14, 2003 COpy Mr. Anthony Pellecchia WPA 911 Western Avenue, Suite 380 Seattle, Washington 98104 :S-rR- "ßû lLb I\-JG- ""W'A.JV\. \ í ~'~.".'.'""----_.,,,,,,,,,,,,.-.. /'(õ) IE a; IE a ~ IE 1m U1) 1M\' II. !W I JEFFERSON COUNTY LE.~..:'T. OF COWi1111JITY DEVElOÞMENT . --.._-~- . _..J Re: Porter Lane Property Well Hydrogeologic Assessment Project No. 021067-003-01 ~,¡. 5\ß\O~ Dear Anthony: This letter-report presents a hydrogeologic assessment pertaining to local grourid water conditions near your property located at 513 Porter Lane, Port Townsend, Washington. It is our understanding that a drinking water supply well located on your property is within a 1,000-foot radius ofa High Risk Seawater Intrusion Protection Zone (SIPZ), as classified by Jefferson County. Jefferson County Department of Community Development has required that a hydrogeologic assessment be submitted as part of your building permit application process since your well is within the High Risk SIPZ. This letter-report is intended to meet the requirement of a hydrogeologic assessment per the Jefferson County Unified Building Code Section 3 - Land Use Districts, Section 3.6.5 Critical Aquifer Recharge Areas, (9) Well Drilling, Land Division, and Building Permits in Seawater Intrusion Protection Zones, iv. C 3. High Risk SIPZ Mandatory Actions. In preparing this hydrogeologic assessment, we have reviewed the following material to base our findings and conclusions: · Water Well Reports on file with the Washington Department of Ecology (Ecology). On-site well yield test data. . On-site well water quality data. Jefferson County Unified Building Code. Property Location Maps, Topography Maps. Jefferson County Coastal Seawater Intrusion Policy and Ordinance. Map of Seawater Intrusion Protection Zones, Eastern Jefferson County. Ecology report on the Geology, water resources, and seawater intrusion assessment of Marrowstone Island, Jefferson County, Washington. WRIA 17 report on Groundwater Quality Data Summary for Water Resources Inventory Area 17. · · · · · · · · . 179 Mac/rone Lane North Bainbridge Island, WA 98110 Tel: (206) 780-9370 Fax' (206) 780~9438 www.aspectconsultin(J.r;orn ----------- .'0' .-..-'1:1 .... .......:..... ',- II!.. ¡~ Mr. Anthony Pellecchia - WP A May 14,2003 Project No. 020167-003-01 Project Description The project is located on the north end of the Quimper Peninsula, approximately 4 to .š miles west of downtown Port Townsend, Washington (Attachment 1). The Pellecchia Property (Parcel Number 001063007) is located at 513 Porter Lane and is a high-bank rectangular lot of approximately 6 acres which abuts the Strait of Juan De Fuca to the north. The southern end of the Pellecchia Property borders the McLaughlin Property (Parcel Number 001063003). Attachment 2 is a parcel map that shows the layout of the Pellecchia Property to the McLaughlin Property. Review ofthe United States Geological Survey 1 :24000 Port Townsend South topographic map indicates that both the Pellecchia and McLaughlin property are at an approximate elevation of 160 feet. A water supply well located on the McLaughlin Property has had a chloride reading greater than 200 parts per million (ppm). A water quality data report obtained :ITom Jefferson County for a water sample collected on November 2, 2000 from the McLaughlin well indicates a chloride level of326 ppm (Attachment 3). As a result ofthe elevated chloride reading, a High Risk SIPZ surrounding the McLaughlin well has been established by Jefferson County. A High Risk SIPZ extends in a 1,000-foot radius from any individual well that exhibits a chloride reading of200 ppm or greater. The McLaughlin well is the only well on the northern portion of the Quimper Peninsula that is classified as a High Risk SIPZ, which indicates a very localized condition. The Pellecchia Property water supply well was installed on November 8, 2001 (prior to Mr. Pellecchia's purchase of property) and is located near the western property boundary over 400 feet :ITom the shoreline. The well is approximately situated between 835 to 840 feet from the McLaughlin well (Attachment 4). As a result, the Pellecchia well lies within the High Risk SIPZ and requires the development of a hydrogeologic assessment as per the mandatory actions identified in the Jefferson County Unified Development Code. Hydrogeologic Assessment Well Log Information Water Well Reports on file with Ecology were obtained and reviewed for both the Pellecchia well and the McLaughlin well. The Pellecchia well and McLaughlin well were originally recorded with Ecology as Kalalin Degroot and John Cahill, as the respective well owners at the time of well completion. Copies of the well logs are presented as Attachment 5. A summary of well completion data contained in the well logs is presented in Table 1. The well logs indicate that the Pellecchia well is completed in a shallow water-bearing sand horizon (aquifer), which was encountered between 154 feet and 159 feet below ground surface and is 5 feet thick. The McLaughlin well is screened between a depth of251 and 256 feet below ground surface in a deep water-bearing sand horizon, which is about 97 feet deeper than the Pellecchia well. A thick sequence of clay encountered at the McLaughlin well between 135 feet and 247 feet appears to develop a confined aquifer condition at this well location. The confined aquifer condition is further supported by the fact that the static ground water surface is at a higher elevation than the top of the water-bearing sand horizon. A cross section completed between the McLaughlin well and the Pellecchia well projected out to sea level is presented as Attachment 6. The cross section indicates that the Pellecchia well and the McLaughlin well are completed in distinct, shallow and deeper water-bearing sand zones, Page 2 Mr. Anthony Pellecchia - WP A May 14,2003 Project No. 020167-003-01 respectively, that appears to be separated by a low penneability clay horizon. Ground water elevation and water quality data further support the two separate ground water zones. Ground Water Elevation Ground water flows from areas of high head (elevation) to areas oflow head. Ground water in the project area is thought to be flowing in a northerly direction and discharging into the Strait of Juan De Fuca. Static ground water level data collected at the time of well completion indicate a ground water level elevation of22 feet and 5 feet, relative to mean sea level, for the Pellecchia and McLaughlin wells, respectively. The data indicate that the Pellecchia water level is about 17 feet higher in elevation than at the McLaughlin well. This water level data indicate that the wells are completed in two different zones. If the wells were completed in the same water-bearing horizon, the McLaughlin well, which is located south or upgradient of the Pellecchia well, would have a higher ground water elevation. Water Quality Data Seawater intrusion can be evaluated by collecting water quality data at a well and perfonning measurements for chloride. Ground water aquifers in direct hydraulic continuity to the sea will typically contain both freshwater and saltwater. The freshwater, which is a lower density than the saltwater, will float on top ofthe denser saltwater. A mixing zone between the freshwater and saltwater occurs as a result of hydrodynamic dispersion. This mixing zone typically separates natural background freshwater (chloride levels typically <50 parts per million or mg/l) from saltwater (chloride levels on the order of 19,000 mg/l) (Pacific Groundwater Group & Parametrix, 2000). Conductivity is a measure of the ability of water to conduct electricity and is measured in units ofmicromohs per centimeter (µmohs/cm) at 25 degrees Centigrade. Conductivity can be easily measured with field monitoring equipment and provides a good field tool for evaluating the relative level of dissolved compounds, such as chloride, in ground water. Chloride and conductivity has been analyzed at both the Pellecchia well and McLaughlin well and are summarized in the following table. Well Sample Date Conductivity Chloride (mg/l) (µ.mhos/cm) Pellecchia 11/5/2002 705 47.1 McLaughlin 11/2/2000 1870 326 The Pellecchia chloride sample was collected on 11/5/2002, upon completion of a well yield pump test after approximately 2.4 hours of pumping after a total withdrawal of307 gallons of water pumped from the well. Conductivity was measured in the field throughout the well yield test and stabilized after 100 minutes of pumping at a level around 700 µmhos/cm. The chloride level of 47.1 mg/l is within the range of concentrations for natural freshwater background and does not indicate seawater intrusion. The sample collected at the McLaughlin well on 11/2/2000 contained chloride at 326 mg/l and conductivity at 1870 µmhos/cm. This level of chloride would indicate that saltwater intrusion Page 3 Mr. Anthony Pellecchia - WP A May 14,2003 Project No. 020167-003-01 is at an advanced stage in the deeper water-bearing sand zone that this well is completed in. However, it is unclear, based on information reviewed for this report, as to how much water was pumped or purged from the McLaughlin well prior to sample collection. Additional ground water samples analyzed for chloride are necessary to evaluate any trend in water quality data and confirm with certainty that seawater intrusion is occurring at this well location. In our opinion, one single water quality sample does not form enough of a historical data set to establish a High Risk SIPZ and its implications regarding surrounding land use. The chloride data is another line of evidence that supports the fact that the Pellecchia well and the McLaughlin well are completed in different water-bearing zones. If the wells were completed in the same groundwater system the Pellecchia well should exhibit an equal or higher chloride concentration since the well is completed closer to·the sea than the McLaughlin well. It appears that the upper sand horizon that the Pellecchia well is completed in contains a much greater amount of freshwater. Chloride concentrations in ground water in the upper sand horizon is within the range of naturally occurring background levels for freshwater. Well Water Flow Test Data A well water flow test on the Pellecchia well was conducted on 11/512002 by Peterson Pump and Water Treatment (Peterson) of Port Hadlock, Washington. The well is outfitted with a variable speed Grundfos pump with an above ground flow controller. The well was pumped at variable flow rates ranging between 1.75 and 3.5 gallons per minute (gpm) for a total period of pumping of 145 minutes or 2.4 hours. Ground water level drawdown measurements, flow measurements and conductivity measurements were recorded throughout the test. Attachment 7 contains the flow test data collected by Peterson. A graphical plot of the flow test data showing drawdown at different pumping rates and conductivity reading for the duration of pumping is shown in Attachment 8. The flow test indicates that the well is capable of producing about 3 gpm with a stabilized drawdown at about 21 feet. As mentioned above, the conductivity readings also stabilized during the 3 gpm pumping interval at about 700 µmhos/cm. The conductivity reading collected throughout pumping do not show an increasing trend as would be expected if saltwater intrusion was occurring. Based on information obtained during well testing, a distance to the seaward or downgradient stagnation point (area in the ground water flow field at which ground water is not moving towards the well) can be calculated from the following equation (EPA, 1993): - Q X -- L 27rKbi Where: XL = Downgradient distance to stagnation point Q = Pumping rate (gpm) = 3 gpm Kb = Hydraulic Conductivity x Aquifer Thickness = Transmissivity (gpdlft) Estimate T based on specific capacity (obtained by dividing pumping rate, Q by drawdown, s (Q/s = 3 gpm/21 feet = 0.14 gpm/ft) Page 4 Mr. Anthony Pellecchia - WP A May 14, 2003 Project No. 020167-003-01 T = 1500x Q/s (unconfined aquifer) (Driscoll, 1986) = 210 gpdlft i = Ground water gradient (unitless) = Ground water height above sea level/distance to shoreline from well = 25 ft / 420 ft = 0.06 XL= (3 gpm)(1440 minlday) 55 ~ feet 2(3.1416) (210 gpd/ft) (0.06) The results of this analysis suggests that the Pellecchia well pumping at a rate of 3 gpm will draw ground water from the. down gradient or seaward side at a distance of 55 feet from the well. This indicates that the well will not draw in seawater and leaves about a 365-foot buffer between the sea and the downgradient area of influence of the well. Conclusions The following conclusions are developed based on a review of the available hydrogeologic data: 1. The Pellecchia well is completed in a shallow water-bearing sand horizon which does not appear to be connected to the zone that contributes ground water to the McLaughlin well. A thick sequence of clay appears to provide a natural barrier that separates the shallow and deep sand horizons. 2. Chloride and conductivity measurements collected from the Pellecchia well indicate a fresh ground water source that is within the range of naturally occurring background. 3. The Pellecchia well appears to be able to sustain a pumping rate of 3 gpm and at that rate the downgradient radius of influence would not extend to the sea. 4. An approximate 365-foot buffer exists between the downgradient radius of influence ofthe Pellecchia well and the sea. 5. A variable speed pump is installed in the Pellecchia well and could be adjusted to a lower flow rate if future water quality readings warrant an adjustment. 6. A 1,000-gallon storage tank will be installed in the Pellecchia water system which will allow for adequate storage and limit the overall pumping of the well. 7. The Pellecchia development plan intends to infiltrate stonn water in an area between the well and the sea which will further protect the shallow water-bearing horizon from seawater intrusion. Based on the data available for review, it appears that there is reasonable probability that pumping at the Pellecchia well will not cause further degradation to the deeper zone supplying water to the McLaughlin well. Page 5 Mr. Anthony Pellecchia - WP A May 14,2003 Project No. 020167-003-01 References Driscoll, Fletcher G., 1986, Groundwater and Wells, Johnson Division. Environmental Protection Agency, February 1993, Wellhead Protection: A Guide for Small Communities, EP A/625/R-93/002. Pacific Groundwater Group and Parametrix, Inc., June 2000, Groundwater Quality Data Summary for Water Resources Inventory Area 17, prepared for Water Resources Inventory Area 17 Planning Unit. Limitations Work for this project was performed and this report prepared in accordance with generally accepted professional practices for the nature and conditions of work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of Anthony Pellecchia for specific application to the referenced property. This report does not represent a legal opinion. Within the limitations of scope, schedule and budg~t, our services have been performed in accordance with generally accepted hydrogeology practices in effect in this area at the time our report was prepared. No other warranty, expressed or implied, is made. The statements presented in this letter-report were developed based on data readily available or provided by Anthony Pellecchia for my review. Page 6 Mr. Anthony Pellecchia - WP A May 14,2003 I Project No. 020167-003-01 If you have any questions regarding information contained in this report, please do not hesitate to call me at (206) 780-9370. Sincerely, Aspect consulting, LLC ~~LHG Associate Geologist jstrunk@aspectconsulting.com Attachments: Table 1- Well Records Attachment 1 - Location Map Attachment 2 - Parcel Map Attachment 3 - Water Quality Reports Attachment 4 - Distance from Pellecchia Well to McLaughlin Well Map Attachment 5- Well Logs Attachment 6 - Cross Section Attachment 7 - Flow Test Data Attachment 8 - Pump Test and Conductivity Measurement Graph W:\020167 Porter Lane Well\020167-003-01 Hydrogeo Letter.doc Page 7 n- Il z t&> ~ '::J ¡¡en I ift I '" '" ~::I & ~ f!!' . . r- oc oc . r- m " 0 [ I I ~ ~ ~ ~ u¡ I c ð [ U> !!. G> U> ~ ,¡, 8 i "tJ !i f i ¡ 0 [ -u m "" <D g, - 1 I -I [ ~ g¡ z z ;u g ;u ~ ~ 6 - i 0 È ~ " ~ ~ t ~ ~ É n c ~ ~ "tJ r i I - .. I I t !!' c: !!' : " ::¡¡5" ~¡¡ '" '" ",¡r ~ ~ -~ i" ... ;a, g¡ C> -t <I- N ... II 3: C> <I::¡¡ ~ ~i! '" ;;¡¡ '" !t CI¡r '" "'~ -U .:.s. 0 ;:>. 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I i I I!, i; I :' ~ i ~ I C01~'3 I I !001~6i If œ1~O I i ì . 001~ . Œ)1~Z (~·II . ~~ .~ ~ to:t............ c-o"a_.. I,' OR INFORMATIONAL PURPOSES ONLY- fferson County does not attest to the accuracy of the data contained herein and makes no warranty with espect to its correctness or vafidity. Data contained in this map is limited by the method and accuracy of its Itection. Map' uutput ArclMS HTM L Viewer Ma . . . _ 0I)106101~ 00106100& . _"0 . _._~. 0I)0Ct1(1:;Q , oo,()61001 eo:· . \ 001 0tJ1006 .... ___.. ... .. ___.'0 . .-...... . I , . . -' 0010601003 ool0t$A004. .j ~~ ·~,~.7 I .i- . '-i ~ i (J 001 CI64œ1 I A..~ "-¡ . ./. 001~ 001064010 ." ~~ ! !..-.....; _.' _I, ¡ i i- I - -... ï 0 Legl'lnd s...~.cJ F..lu..a . SIIO..II\. Pholoa.-4'l T Clw<la ® COonJ !.-. *' "''''''' C...w.. /'-/ Read Syt,I.m P. ocalt--H :.. fel\~t.J...j4 Yrote'" Me Lo.\JJ'" Ii" frop~..t-y oning information is based on the 1998 Comprehensive Plan Map and does not include changes made uring the 1999 ComprehensivEr Plan amendment process. Zoning designations must be confirmed with the e rtment of Commurf Develo ent. A #'<(,,~Me""\ + z.. "fev c.e.l MCt-p hnp:llmaps.co.jefTerson_ wa.uslservletlcom.esri. esrimap.Esrimßp?ScrviceName;parcels au... 4129n003 O,["d 8990 882 902 edM LV=60 80-60-Äew I- .t J I -I I I. I I I I " I I I I I I I ... .. Nov-OB-02 15: 4 7 .':"!P~____ _... _. . I;. N~~'oäwÖ2 Ö4;ÔSp r.155 Rn.t~~1CðILðb~ TWISS ANAL "TICAl. LAIOI«A. TORJEs. INC. l6!w.uT~T~~.~~(: '~.""'A, \11:,\1\\ fd~~qJciO)71hl.1 ~AX'{~1,,..SlS~ .: t ,¡ I . ~ J .. ~ I ~ I ... I: ~ I 1; I " ! i: ¡¡ ~ S)'Ikm m !'.in' lalVSanyIe NQ: Ivhdhplo! Sour"cs: 01J1t' I(<<~~ I O¡(~ I'Rp;)red: COt"".!" ~""Je l.«~hOll: Send R~1;I11 T ø: ~,. SilL. TI~I""..I ... 206 233 0663 tJGO t 779 -5150. "rl,·:.t. OIOSI271> 00_ ¡-~(Iim N~:' !Q~j~-; ~~ C~!~"(I: ~.IISIOl _ ..~kT~: B.. .. J O~R~:. (l~l_ i J>:'rc ~I~:.. 'I~~ ._ INOR.GAN1C CHt:MICAJ..S (loa) b:PQRT . Fè/~¿~;4 mWc,t{..· f·:~~;:~·..o··· ;1 ·i ~~. ~ .ST,{1- . AaalySl: MP r~~~; . .. II/tII02 JI!!«~UOfl Weh Hl:ad (.()( ~. p~~ U; f'e~ ~.iWa~~·Tl~~ POBox 111u 'on ltadlO(:k. WA. 98319 1.1111 Tn' - ..... _.. P.02 p.2 c.. 1!:J:ct'td~ 'MnII.t J Altaf)'K t-~- ..~ ". ~ . ....., ,7.'."~'.' '. ._-~.. j ''lltr. . M( L. . ~:~:..:,. ~'. 'L.. ". ..... .f . . ·..·1.'.. ··..w . r . L'-:- 1_ - S~"~O"Ê I Mrl 1140- N^. N)· -: (D.I,IOI) t~l;r~ R"ÞOrtbl& I",,). ¡..du:¡,1n IIoo! minUIIV'" ....M'Iiotl.t-vd ~i,*, 11111I(o Wnhi"¡tQQ DqI~ ar lIo;akb (OOH) DOt! o.mlutl¡c W_ ~ It'^<! :>~<...... ~~..,¡" --..d., .;~........_ ," aç.11If ~ Ic~d _ 'CII"øcd I~ Iâc: .IokiitJ~ ...,~ ~ 0N:w. -. «t.ioft.l OOH ~ì!'1(C rue lilnh.er ..r~;,.... (.'lC.IIIPuIII çQnUm",~ ~~ J(dN --.e -\II\! ~qffiL: 110; MC!, ilamcditMlycOßl.JCO. )'0\11' tqi\lnal DOH olf\l:c , IN.oc "'LôlI'7c4'. 1ft 11M: ~ cuIvtrtoi ,..~ 11II1 ~ *_ _ ¡_10Id"" 1ft lilt; ~"""C1" ~M' (>Ide ~K'dl. ... IIIc ,- .'~ ....ío:.tl...... _.~ _ _'-' -lit'! d.:ac.rrtd lie . "'''C'I ~ ""'" or "Lufllu' IIot' S~l tIId,ØI&'\ me 4>-'1'1"'~ W,a IIðIlSttccœc ... for ~ 1M or¡;a~ "'" ~ icI4~d : I)()tl N I .,....:aIYles I RIKall;' L:···"7·-·"7';-:.~:. ~z:-.~ : ZI ~ Cbloli\k : 47.r, . 1_ CII"'a"'lIb: l' "\1., ~~. ..1 XI 1 zo T....... Labo,nuO<y N~. ~I4S I A~(4t."'~+ "3 We.l ( RG" J;",~ Pe.I\c.(.c." ~ '\ c. '" , c,-t ~..t<.... P~cl May-13-03 09: 32 W...,~~~r "....,..;! U~/~~/~UU~ U~,~4 206 233 0663 ....L..f' \JU V\..,.J.. P.07 uU/VU TWISS ANALYTICAL LABORA TORIE..~, INe. 262101'wtJve1"~z..-..suÎtltC I'.w.o, w" 9B1'7t) T~(36Ð)'rnI-S141 YAX(JIÕ()m'~15o I ~._-- INORGANIC CHEMICALS (l0CS) REPORT ..... ~~: ~gh1in Date ÇqJ1ec;ted: UI1J'DO ~Ié D Date Itq»rted: llllM'JO Date~: llnlOO -..........,................---.... . ~~em ID No: I"rnnete ~ Ie No: 01.052042 Multì SouIœs: Dille R.eceíved: I1f2JOO Date COUll : ~ ".~~PIe I..oc:aIioJ\: 33941Ia1ti. Ave Sen4 Report 'to: Ann Wekh 210& 4200 A'I/e SW Seutle, W A 98116 bOH Source No: S Pwpose: ..J:.. St&puvi.$Or: __ ~ ST AnaJyu: MP Group: Exceedl 'frtwrl· ." i-rcu . Yes Yçt SW 4SOO-c1 B SM3500.FeB SMJ500-Mn B $M4SOO-S04 E )&P NP NP JcS .tole!:r . Yes ""'. .:L:~ .~";' '_...'~: .:' " ~<~. ~ SM)510 . SN2340 C SM2540 C UP ~ - -..--..-- JCS YCIS 'triaa" Yea MCLt H..: SI.L: T.òøIr~; MCt.: Nit.: W: <: (0.001); (S&Mt~ LewI).---ÁI!>.¡m-~kvd~bydac W~~ofH"'U. (DOH). OOHtJdøIciø£w...~1e'III!(. ~ .~~ iii ~ift~411lIúø 1cwI_ ~~~.1IorW'1IMMI ~ ~ >-'1'I!IIÌ1:4IJI&l OOH....(w~~_ ()kciawm ~lAI'CI).lfdac ~ _ftœCdO .... MCL. iInIIMdIdtI)' ~)'<'IIt t9t-t DoH aIIIo:c. (N4IC AM~'" tba,... """- ~t.io ~ -._ iDduœ4.~ (\QQaIt~~.. (NGt~ in1be",,*, ~ 1Ddícaaa_~_IMI~_IIØt~ lit. !c\Ot 8f.~"'Grec¡ual ~1btS1U. íao:Iiabtllll CCIIBIp(JUøII-.. DOt cIdc~ irllbe ~ lit Cf ~ ØIe ~ ~ C_t.: AHf(",~~+ s Me. L4~) ~l,,, t.J.e II G '" Ic-j J-e Dct-k.t lNlWWOlwo ..ulNn..w~ MJ 1cDO AUmO::J N[)t~iJ~m ~ t£œ tZIM' lUJ lYJ3AI~~3J(Q1 Twj~ Laboratory NnmbP.r: 26:';'.4 Page 1 " " '::~" A-H ~c..\~+ ~ lJ..! Þi)f~",<..e. ""~ ~ Pd(~\"'Í4 Wt.t l -\1;;> Mc..lt.t...)~ ~~') W<.l \ . . . I . ~1 (NW 6-.30N-1 W) I .. " DEGROOT PROPERTY /' , , . . I i ..' .>P. ~ ~~<r. ~ iò ~ /' ¿-._/- - - - ,./" -.... - "" . ... - '. ~ . 001 Cô30'~'" . . TX 10 .12.45 0 b .~ 4fi .., 0") - .- 3~Q ro') . cø....lt)~ 00-: :; ~-'~ ..¡ ~ P· ,8 ~ 0... /' t'}..... .;' 80"':. /' --IN ,- 8/ /' / /' ä; ~ .---- I ¡ l~:" : I I '"-..J , \'-_/ /.' ..4 " ./ ,. /" /' GO\J'\ , / .. . .. ':i :ø .... '_.....~ . 0 ',1../1 '-..../ / s~o , .... ...... ~.. ~:.: . ~ '¡ .:b.. N .~ ;' ~V. . ,..., -. ?: - N I QI z 227.OS· 0) 0 eo t") \0 , N (,0 ,4&0. '. 14.04 f..{ î 001063003 N1/2 NE SE 5.24 c. "'·.0' \qäL..L-. LO ~.A. ï{ to p..J \llo;:.~1 Fl(';lJlU:: J. The- propt:rry o"'ned by KJilalin DeGrOot within tbe _\1('Mioh a.ld EQglt' Nesting Tnritol). good I 8990 882 902 ~dM 28:81 80-2I-^~W ( " i I I i ! ,~ i;- ~ i, )¡J;' AI- oj~'·· . 'I' ~"- - "',. "" ~'. ~..' ~,o .~ 'jj'i ,,~ ¿. õJ?: '~~~ ; <-:-. .. . '.'¡:; DIk~tllt" -. __ '..let -~. ,il/rw,in. ...1110 ~_n dr'''40..a "1C:'~"n ....n.:.\ .J~/rni. "1111 ~ \C1 II II to. __114. A.nni.onn__._ Ipm Deae -=--~ iftllW...""'~ut"''''''---..WI&.~~W-'''''r'''lIIaoIt'' eYre 1Jt':';",. SwoÞ.lc C~òalC wr..... COHSn1JC"rION CUtnnCA tlQrol, I ~tlJW::led ~ ~cþt rtlMUlbiJ.iIY let ~11oe otÚlis wdl. ad ~ ~1nCC 'W.h aU W~on ...ell cc.n'\"'oo1'OIlIlIOldNds. M~rills \iSCId~i"'~OI'I repotIord a~~ ~ ~ 1(,' ...,..' "...~ -.: .'~ ~~ 0,",,1'_ OT,..~. "'_~I Ge,.,c.., ~"'.L O~"J¡"~_~~.·.. . :;~ ... ", , ~ [),¡Ual&';-'T'rllllnec S"n¡¡rU~ M -" __ ~'t., " " . ,{~~., . ' ~ ... .-,.... ." ""'~'~I:\t!{1''':: ' ~ - ',. .' 't '. , )l1rillcrDtT~UcCllieNo.::: L-.... '~.I '. !·;'l~~:~:-:"~..:.."':".:.' -:)..". . .'., ~,. ..,', ..,:. ":,, " ,.,.."...œ:n¡ I~I:;;\":--I' It ...... ~~.. ' " .1/~';.~, ".1. ' ~,u:~...~~ .~!;,~ P~~~:~~~~?~~:II" ('~OQ '-/"f! C"'~" (ìy'{~àI o Deo:ðftV11it.3ton OR/GINN. CONST1WO/ON NnAu:~ ItIl~nl N""., ~~ t'U, 0.._"'. 1."",-"" M.....I.. Do.cwua Oln'ItAbOa OTwtWcll [)oûocr l"'Iv!orwoJJ(; O"'lW:fl~rol"'c:IIlmcrtlll.ill~I____ ~e.. Well a P..""adilict><G M,tIouJ 00.. 0 ø~ 0 Clnocn ~ 0 c.w.: œf"....y 0 Jf'I'<.d f)'uncICl or...cll ...eILe..1II\11<.4 :O._r, ~rè rot C(lIt1f>I<r.c4 "'<~ J., II CO'óSTKl'("J' nr:UILS'f:' ~ .""'11I çl~4 _. D¡.¡m. r'UIfI1i=tI I" . ....,iH: DLIIIC' II\lwllçd _: D'1I1J (,,,11\ _II '" II O'iàrco.-kd . Dwp ('GqI ..ft 10 L1a..n hrf_.........: 0 v.. 0) lþt01 )crl'.....-ueod .....~__.,_____._ SIZE 01 jlCrll .'_ b -1ft. ~ n.. 01 per, _ CtCth '. n :n ~I_: Yu D No 0 K,P.o: /'1':::-00'1_, MI~~~,~;:;.~u;s It, ~r.___..__,~_.._~_._ 7y:v , £U':-T""r--'" T~Y'(I Ç" __ _ O.AIft._ $11;1\ $~...L-L-._frOCh ~ I _P.. Iç I -'.. '! (\. I.iuun. ..___Slrt :li~_ rrO:n n. Iç___ /1. c......VI'UkT P-C-: 0 Yu OS..., 0' cn?(IIt8""____ft_ Mlb\oh ~ t..... '" 10 .1'1 ~~, 'r'u DNo h'W1l.Co1.,tII"1 /'\ 1>Iur:11111 ~ in ...~: & n ~'" 'f-<:,., '._..__, DId any ,V.::. e~Ui!i I4ftl.lutllc "'"Uor~ O'Y~. ~ Type ,.-,( w&:ct'1__._-___ftO'pcl. eol Ih~ loIetIIod af _10,,& ntü.Jo off_ 1'\I1o(p, M_IIC'I\4ICI'1 I'Ün>e ~ Tn><,~, --- H.' w"n.ll:v,r.~fooo~d'"V,{"':d~¡IIO.III'ht IIIUG ~ydL n SLlâ~ levd.....L..:í...r'_n. bc:low lop of ~II tJatc..,,{.á¿. - -.QL Ar.d¡.., pr-.....__'''' "" "I~ i~ J>.Jc_.. ",........... "'Ala '" eOllll'0II.4 toy WELL tl.!TS: Pt....'SO...n is "'AIa level ,t lQ'IIIafld btl_ italic 1t~11 '91.. . "'1Dþ". ......1 0 \'(1 1'01.. It y,J. bl _!!<Ii'll? V\d4·-----,þ.JIn.¡a. ...iII\ h. rftw4ow1\ ~r ~\n 'rl.k,\ ---.lA1./Ini1l ...~" IL .....~. Iftc. bh. Yield ~-,.rJ""a ""III_~I'I.dll-<lQ"~II\/!'__!In ~rt'..,.,..,.., "J.... r.4_4 do' ;:rrll .."Þw" ~ trUnoftJ l1{f>IWiJ"'t, 1~'~/"'D.,..r4dl"~ ..,II lOp ... -..u, ",.", T._ W..., t...:-cl T..n~ WIIu L~yd Ti".., WIIE'l.e.el -.-- .._~- -- -- Afh:.~~~+ 5 r~\l~:,~ w-e,(( Lû) ~~...-~~ 7$02. \J1'\Iquc: r:colol)' Wdl ID Tq No. __.,,_~ __" __ ___ WaIO' Ri,hl 'P\;ttml No, __. ._. _.~_. Pro9co1y Owner lYiÞ~ k 4.1 tl../ /"1 ~ /tt$f Well Stnx:t ~i L.,qf"Ó, PtY/~"-..btJ....1 CII)' þ~f LOt.tYl, ~ COWMy: .íf'lÎ~L~~OI l..øQùnnÆ:l/~ I" ~IJ" 0ó T--1L ,J1d tI( r:::.14 -.... L~ M,tI,IS¢c. ___ UllLal3 t..t,r "III It'EO'nAt:OI l...>n¡ , U¡nl MlIlI'S<c _ TII~ Patttl No. Cö I 0 ~OQ Î CONSntICT10;"i Ok ottOMJ.l1$SIOP\ P~2J)I.JU; I'ornwIIIIIL I )C6<:n"bot: by (,>Ior. ..uncia. "" O( INkNJ lAd IINCfIIl't. 1M 1114 _'DIIW~ or \)t rn..r.;';I1\" t.tcb.1tn.1I.IJt:L llGe;rJlccL 'Orlj .1 I...., o)nC aGy f« tad! c!lMtc 1>( ilÚor~~IIII. IlUSKlle "I "'&1£1 C4I<:o,uwrc4 USI!ADPlTIONAJ., SHEln~ II' N£(:e.S.JA.IV.) ...... TBIUA,.. 1...-1 Do;;a n '. '. Fl1e Original and First Copy with Department of Ecology ~Second COpy - Owner's Copy Third Copy - DriUer's Copy A ~C("'~~+ S- M,L"'\J}~\:'" Well La) ,^ppUcation No. _'.._.._...__.._........_ WATER 'WELL REPORT STATE OF 'WASDJNG'fON Pennit No. .... ..... __.._.._._.__ (1) OWNER: Narne. (Z) LOCATION OF WELL: Bearing and distance from sectJon or subdivwon corner (3) PROPOSED USE: Domestic I;Y1"ndustrlal 0 ' Mwùcl¡)aI 0 Irrigation 0 Test WeU 0 other 0 (4) TYPE OF WORK: a~e~;~"Îh~~e)~ ~~_..__.____. New weD flY' Method: Dug 0 Bored 0 Det!pened 0 ' Cable 8'" Driven 0 Reconditioned. 0 Rotary 0 Je"ed 0 (5) DIMENSIQ~S. Diameter of weD __...fP-..~1nr:hes. Drilled.._a::L~~_.J:L Depth of completed wen_~_ _ _-ft. , (6) CONSTRUCTION I1ETAILS: Casing installed: _W:..... Diam. from ..CL. 1t. to ~.S1 ft. Tbreaded 0 .---!' Dlam. from ____ tt. to __ ft. Welded V"' __" Diam. from .._._' ft. to __ ft. ' Perforations: Yes 0 No,~ Type of perforator used-.___.~___.._._, SIZE of perforations tn. by _____ tn. ____.__ perfOrlltlOtlS from ._..___. ft. to ___ ft. _.____ perforations from __.___ ft. to _._ ft. ____ __. perfOrlltlons from _____ ft. to ___ ft. Screens: Yes e--No 0 ~ I ~.. . '"\ J.fanufJl.!'t~~~amr-~·.~.()~r.:¿__ Type_~_b...Le:;;_.S-_ Model No__ , Dlam.. --¡-,~- Slot size -__. from ~. ft. to -<-r.. 1t. Dlarn. ~_ Slot size -.LL\=.,1romøí~~. ft. to~....:L\p:tt. Gravel packed: Yes 0 No ¡;v"'" Size of gravel: _..____ Gavel placed :trom ______.._ It. to .....___..._._ fl.. Surface seal: Yes VNqO_ To what d,\~? .._.lY___ ft. Material used in Sea1_...~~h-\.3;...~...._._.____ Did any strata contain unusable water? Yes 0 No Type of water?________.___ ne¡)Ih-,of strata.......__..__ Method of sealtn¡¡ strata oft._.___.....__.._._._._._.._.~_ (7) PUMP: ManuIactu...r's Name___.....:.-......-____..__._._... Type: ..._.._.________.___.._.___ K.P_._.._.. (8) W' "'TER LEVELS" Land-surface elevation n. , above mean sea level... '-'4- StaUc level _.l..s:..s:"__--ft. below top ol!'Bi1 Dat~~.~.L.- Artesian pressure _____.._.__.lbs. per square Inch Date_._.__.____... Artesian water is controUed by_.._...__.__._.._.._.___...____ (Cap, valve, etc.) (9) WELL TESTS: Z:~~~l~~~~~tl:a';ler level is Was a pump test made? Yes "NO ¡¡v'"U yes, by whom?_..._...._._.....__.... YJeld: gal./mJn. with ft. drawtlown after hts. Recovery data (time taken as zero when pump turned off) (water level measured trom weD top to water level) ...:~=:- .:~.~~:~~.~J..~.i.~.~...- ·~~·~~~..:~~·f·~~=~- ..:~~~-~:::~. ...................- .....................-...... .................. .....................u....... ................._ ......_................._........ ................ ......................- ........~rèI--"......- --............ .--................... Ball~:~es:~jß;=:.~~~:ï;;;;n. with_{;l5-~~;. dra~own a!teroI..,.,...-._hrs. Artesian fiow_.____.______g.P.m. Date..L.~Q.~. ._.I.___~_ Temperature ot water_.__ WØß a chemlcnl ana1ysls made? Yes 0 No (10) WELL LOG: Formation: Describe by colen'. charucter. me 01 matfl1'ia! IZItd $tTUcture, one! shOw Chickne,,:r of aqutlen <me! the /ci1ld and nature of tbe ma&eriøl i3 each ðtratum pB7U!Þ'a&ec!, ,.,{th at least one rntr¡¡ for each c/lcmge of fonnation. '1'0 I . l.ø: Work started...~~g,X... 19.9~g comPleted~g....r::t 1s83 WELL DRILLER'S STATEMENT: This well was drilled under my jurisdiction and this report is true to the best of my knowledge and belief. _ I I. ~. A ~ " NAME.MQ.t......Wl..t\l~A (S..._~....:o;..LLI.~. . (Pet'SOn. firm.LJ~"~oration) (Type or print) AddresslYL.j'Ù""~b\..~..~.!j.;.~~.u..tm........ I [wØ>..*LL¿~--..-_.- . License No......5..~_~_..._.........:.. DatdLd.m€....~.., 19f.3 ECY 050-'-20 (USE ADDrrIONAL SBEE'l'S IF NEC1i:SSARY) otB- " ,t- , t ,/fi , )~ ,I t- I 'I; "0 "0 . '. I I: '. ". t " ':" I I ,- '. '. I I I , I ã5 ã5 > > ã5 e e > C) C) e "0 "0 C) C C "0 (( It! C 00 00 (( C C C 00 := Q) := := Q) e :::) e 0 :::) - ID iii ID ài iii ãi g » » » » » (( (( (( (( (( ~ ~ u u u u u - - It! :ë -.I <.> ftI ~ U - ãi ~ÍÕ' ..~ o g e 15 m~ Q) a C ~ ài » (( U ã5 ~~ c!; "0 C (( 00 C 3 e ID » (( U » e C) ã5 > e C) "0 C (( 00 » It! U Q) :::) iii » (( U C := e ID ã5 > ~ (9 "0 C It! 00 » It! U 01 C 'r: (( 01 Q) C ID .¡:: ~ i'ã'SJ $ c!;~ ~ -Q) - ~J2 ~ ~> e (9, (9 -gf?'g ~C) ~ »"0 » J!1 æ J!1 üOO Ü ~f -.1,- ~ .j!! ~ Q) () -êo :::)(0 00"- Q)C -0 ~:¡ij 'x ¡¡; 0- õ..W Co « o 10 ..- o o ...... o 10 C:i5:' ë~ <.> '- C/) ~ ã5 > Q) ....I It! Q) 00 o 5Mp'2:o-L9~OlO\9O-£OO~laM aUBl JaIJOd L9~02:0\l:>aJooÐ\;t> E 0. 0. ...... ....:: .... Q) "0 .¡:: o :c: ü » "0 ¡:: It! 00 .><: Q) () :::) It! iii iii » » "0 (( It! C U U ~ o II{ ~ ECi:i o.-æ 0.'- (0 a::: C\I.s::: MOl Q)J: :g~ o - "0 .s:::Q) Üo. 0. (( :!: iD ñi u. (1)°0 Gl°lt) ....<'1 III II II E· : _"''t'''" >< .. e;¡:> 0. 0. c( o o ..- , ô .... 0 ~ co ~ o ~ liJ ~ Q g o N (! R: Q it '" fJ CJ) ~i;=J ~ ~ I CJ) ~ ~ 0 r c CD C ~ .. 0 Q) .c..EO c;:: 3: u¡ CÞU Q)~ ECÞc:: .c:U)~-g Ufn.....g¡ ftlfn-ê~ ::e o~ cr:UCl.~ a.. !<!., -; :!i~ I~! ~¡~ ~r ~~ +=0 3~ :H 0" Uj!; ü~ 0 OJ ~ €:!i C. - £~ :( ]t~ ,.Ui ,. I J ,., I I , . I ,. I I I I I I I I I I " I ,. tOV-O,6_:.?~~ _lß~.~~~ ..~p.a~__._..y...v. "1\'1.1"""'''''''' 1~9,o/' 233 0663 , ~ PETERSON PUMP & WATiR TREATMENT.INC PO BOX 1110, t0712 RHODY DRIVE PORT HAOLO<:K. WA N339-1110 360..315.:1.&37 Ix: 385-'1T4 c;_ LI~!JUlTMtkIl fl8çU CoNI' Dom«iI1Ic W.U Uet HTl$mrr"7J11 P.02 ~u.~ i. i' C~TE: Ii - '5 . 02. (§J...u ~, ~~ ;1 NAME; ..J"O~~ ~~ANAt+AN UNIQUE WELL IDJI AGe. ~17 ~ LOC~TION: ~E;t ~ PoRt TðLù~SS').JD WA. G\ß%8 ¡ ':Jy . - I S9' WELL DEPTH; 110 .STATIC: 1~5'-~" . SCREEN': YEo:;; ORlLLER: W1t.1.IAI'W)S ¡ RE: WILL WATER flOW TEST 'I TIME STATIC DRAWDOWN GPM COMMENTS I : '2.',20 i.o;t,5/~3" 2'h.... <;;'""'r.A~ r ïe.~1 :i "2'. "4$' Iq, 2- -- :1 z: !>o '''''7' -7"." \,Î~ -- l ~5O:1 c.c,.,: ... 'T. %.;J~ J~g' 1.15'" , 31J: :1 1', ~ð 1" 8'-9'" ) .1 S' I Z'}O rj 2', '"'5' I q~'-2." I .-,~ { 04:f£: I' t:50 l"r9'~~" , 1! cl57 ¡: l.;SS' 1'"19'_ C¡I/~' . 1S' B4~ ~ -- - .. 150' "'1Q3 .3,00 ).1 S' -.. . I' '3;ös j SC' - ·h..·· J~5 -.-.......,. . ' 8'1 " .. ~'i I ~','O 15 z,l.J_ ! 0."_'-- ______ 832. I 3: 15 5?. 2.t.I '.. i ~:~ 51.,'·1,,- 2·'+ 8~ I . ., ~ 3~2.5 152'· II'" 2.c.f 7 &of I: - 77 t.. 3~30 1'i2,·'·' t.~ -, 1Yf j¡ _3; !AS I 52.·~ ,t I, 2..~i. .._ 3:~o 53 ~ ,"I 12.1 II ~~"iS I ss I. fl)t. ~~ 1z,/- !/ !\:SO I 5~'~-z:r ~ "J'11 3\55 - I S~·· '2.... ., ~ .......... 4:6D 15""1-" ~ tn. :1 4:~s 5 ~. ~ 2." ?, # ð(j ~ :'0 5 t.,'.. 2...t ~ - 02- . ~ ;/~ .. t 5 Í: '. 2. I' .. ðC :, - - I ~(..t. 2 .. 10 C, I' ~ ;2C -- 7D~ H ~:2Ç '~"'-l.rt 12- ~ ,. ~!ð I sC"t.. 2:' '3~-s.. ?lJS ,- , S(;' ~ 2." '; "'2- 10 S" 4:~ ....-.. ....... I ()(,.'. $0" ~''t- '1f.tS' ~~""D L4~o.tS' '5'1 )"1. "5 Top' TEST 1ðS , .. - . --. ... --, I " ij 'i TOT~ P.02 ; I" .. At{ c. c..~ W\ e."'\+ ::¡.. F 10(.,.) T~~t 'þ"kt Pe\lec..t.~.i ~ Ueq Ji I' t ~ . J' ' . < , I , ,', 'I'; :. , J' , '," - ~ - .J': . I t· " I I ,~ f t I. :, I " ~ ~ Pump Test and Con.ducti"ity -- -.. .' 'lYIeasurementGraph ' f A.J4 ~(.~Meî+ 8 PU"^f ~-t.- ~ CG" J..."",,;ù:'1 Mt4Sv....e~+ GVC\r~ç ... tt\\~c..\,,~;t\ \.oJ.:. \ \ Porter Lane Well Pump Test . / SWL. 135.2 s- o . 5 ¡ ! ¡ ¡ ~.+. ¡ , t .............._........ , ¡ ¡ , ¡ I I I ¡ , .r··t·'··/··..·..i , . ' -' ¡ ! ¡ .. 1 O~~._,......,... ,. ,¡. ¡ ! . : ; . ,';-"1"'"-'''''[''' '''--'j : .. 1.¡759,pm: ; : I ì I "~':'('/J~""·"i"·'¡;·':·'2~4'·'gtm'~":··· ~~..,.,.¡,..... .....,.. ~,.¡_..,",.,.".,~.¡,.,.. . i . ¡ . ..... .! : '''p;"t Sc.<e~ i8,=t$' ,:, .,.. .J.., Jª,gJ?r:!1L..._____..,._. I·......+...~. ¡ ¡ ~ ¡ 3.5'gpm i ì ¡ .... ·...··f......· ~ ..........+..... ~ ~ 1 . f !.' ~ ¡ ;,. ¡; . Total Available Draw~own = rotal Well Deptrl- Sfatic,water Lßvel , .. '······..;=';...l~ =170ft~135:25ft=34;75ft; ... .~......~....;.. ;&\1"""" o~. ~~I - liD ¡. .. ¡ , , 'I ~ ······..···..1·..· --- ..... () .æ 15 ---- c S: 0 "C 20 ?; C13 .... 0 25 ... 30 35 j ¡ ¡ ....í~~·· ¡ . ~6~::2r~h 23:.+~ ..............,.. 20 40 60 80 100 120 140 160 180 200 Time Since Pumping Started (minutes) 1600 --- U rn () () 1400 .... C) () "C LO '" (§) 1200 E u - rn 0 .!: E 1000 ::J ---- :>. ..... 'S; ~ 800 u ::J "C C 0 U 600 o 20 40 60 80 100 120 140 160 180 200 Time Since Pumping Started (minutes) Pump Test conducted on 11/5/02 by Marty Peterson of Peterson Pump & Water Treatment, Inc. Well Depth 170 feet Static Ground Water Level 135.25 feet Well Screen 154 - 159 feet £9B9-B£B (9OZ) :xe::l £'\7'\7L-Bl£ (90l) :a.L '\70~B6 'VM 'ameas OB'\7 a¡!ns 'anU8A'V ¡SJ!::I ~ ~B 6u!pl!nS uewlo8 uo!~e:)ol ameas UMO~UMOa B£'\76"OBL (9OZ) :xe::l OL£6-0BL (9OZ) :a.L O~ ~B6 'VM 'puelS a6ppqu!es 4l-JON auel auoJpeV\l 6L ~ uo!~e:)0l pues abp!JqU!ea ~..... 4 ~:.; t.£ ·./~' ~. .'~ ,.;:;;;;': .~)~~~,~'>' / . . ~;:. ~ \ d' ~ '//// ~ ~ a~ ffl~ ;:0 ~§¡ n C> ZO ~ ~ :g~~ ~ ~ om< m Z -mm ;¡¡ n g~fri i:! g ~f;~ 0 =1 "':J:~ ~ ~ ¡j¡g¡g ~ ~ ~ .. ~ :::> "Ì m '" > z .-. ~ ~ ~ > '" :;:: > -< g ..... ~§ c:¡ . 1¡; » ." ." '" ~ ~ 00 ~ ~~ ~ 0>- ~ ~;;¡ ~g ~g ~~ ~~ F~ ~~ -' VI 11= ~ VI-O qõ .". qz » z E9 ..... o 01 .:' I I I I I I I I I I I I I o~ ~~ '?~~ .()ç:.'» '" o ~ ò¡ / / / / / / / / / I / I / / I / I I I I I I I I / / ~ »m .,,» ."c> "'r- om ~z ;:m ~!!\ m.... r-'" Om E~ õ z g: ":! ò¡ ~ Eâ ~ :: ~ . a ~ § m Z ~ ~ ~ ~ :I: ~ :¡: In m m r- Cf '" I 0 I » o \ . ~ U) u. o ;5U) ~~ -'~ ~'" oo:¡ ....'" :wo'-o· r , ~ --in . ,9 I I I 1 I I I I I I 1 I I 1 I I I I I 1f Ñ ... .~ ) / I ,/ ) / / I ,," ./" I / / / / / / / / / / / / / / / / / / 1// / / '/ / / , I" / w u Z w C ¡¡¡ w a: C w '" ~ o a: 0.. z o !~ ~-' ::~ U)::;; ~x wO -'a: CJo.. ;5%; Le z o Ñ!æ "'u ttlg ¡!:w æ~ Zx wO -'a: CJo.. ;5~ ~ ~ '" 5 EB z ZO :5b o..~ ~ .11 VI.... í¡ \ \ t{)Q7, g - I-'VV\ -q o ...... « ~¡ ; ~ >- < :ö '" ~ c. ~ ::¡ z < .... c:: ::¡ ¡... c:: o 0.. G " ~ .. ~ .' .. Jefferson County Deoartment of CommunitY DeveloDment 621 Sheridan St. Port Townsend WA 98368. (360) 379-4450 APPLICATION FOR DETERMINATION OF ADEQUATE POTABLE WATER SUPPLY Resolution #99-90 requires building penolt applicants to provide evidence of an adequate potable water supply, Name AW,-KC»M '( Pe.c..c...~"UA Phone ~O(Ö · ~ 1& ~ ·O~-O Mailing Address~t.t. F-e.ÞE£A~ A,V'J!.,/e.:¡c¡,EA1TLE wa.. ZipCode-9 e (Ø~ Parcel 1D#J2.e.J D~!» CO"7 Subdiv. Block Lot(s) Site Address 6"1~ PO.e:re.e l-A"-1E I PÐ~ T<D\AI~'s;.N1> I W.A. ZipCode~B~<óa Type of Structure OtIJE. ~TcølLl ~I~L..I!. F-AMtL.'f ~E.c¡.., ØaNC,e. TVDØ of Evidence (check one) Type of Structure Valid Water RIght Pennlt (attach copy) . , . ... .. h_ _ Approved Public Wa~r (Submit the attached Water Availability Notification'fç)~ c9m~teq..,by;~õu,~.r;'purvpyor stating the system is capable of and will supply water.) , ;.;' . ::..~; ~,' _.'¿ ~-,~Y- : 2 It·, ~ Individual Well-attach copy of: .' ! . ~.~ -¡ ;; :' 1) Well logs (~f no well log re~rt is on file, a 2 hr pump test result may; ~ ~bstituted) - 8 ; : : 2) Lab analySIS for water quality parameters: ! ~ -MAT 2003, -Total coliform ' , -Nitrate-N -''''- J -Chloride and/or Sodium '. '¡' . 3) Plot plan showing location of well with respect to proposed sewage system, buildings.'drtveways and surrounding properties. -- Two-party Well-items above AND recorded Operation & Maintenance agreement and recorded Easement By signing the application form, the applicant/owner attests that the Information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save. indemnify and hold harmless Jefferson County against all I~bllities, judgments, court costs, reasonable attomey's fees and expenses which may In any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees, representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicanfs property or strudure shall be requested and shan occur during regular business hours. . ~' , Signature Å- -;-1 __~,GC,~ Date ~ · 1· t9 'Þ H:\HOME\PLN~\NATERREV1102 ~ ~ lA> , (\J ~ , '. "" ",. .' . FOR<>FFJçE,I):~eøf1l~Y , 1:) 'V@t~;R¡gbtRettriit#. - ... 2,)P.,U~~~1$µÞe.JY , ' ' ':: ~- ..... ,,~. ~::-. ~~..';..,;;.,-,:.<:,":.,..,. .-..,-~. ", . . 'õ.'.,~' - '. .' : ;:. r., '" ~[)~Qn~~,;!~ .., ".,. .... .' ~, . ~,... " ~ . ;', ..>:L:':::~::~:"·?;:1:~A.tf~'<\·":-~-;~::{:;::::~' 'lh'CoroPl~hôe Yè$ 'NÄ . ..~. ...~, .~.~:: . ,'.-': Individual Well . .' , =~ .. · . ... '.. ........ .. , ',. =~ ,.1':;~"¿<f¡~:t£~~4 M~tsWàterQualitýstÆindøfds' v. -NQ .····;:{:\:l~~ BaSeduponJÒfo,(I11.qtjØn\wovjde(fþYthèapPlica.nÌ;jtapP¢ars.thatthe,pot$blew~i~~:~Þ~: . \.,' , ~m~Þ . ~', ,../~ndi.tjQn~'lymeets ..;.....-.d~~ot.tnt~l, x . ~.' ÖlØ'GO~itiQJ1$of RCW1,a.27 .0.91 and the, G.i.ii(:JÈJliiiøs for Determining WaterAvªilªbilityfQrl?Ii~J~JJÌ!ÎIçf!PiJ$. D¡te ~7í~iJ~'R;:rs.~~CDRéCe.¡PÙ#6~/7 Check # '1993 5 Ca~ #~L()Ì;'~'- ¿J9b :~... . , ""..~;'- .-."::>:..~::~:~;(-" .~. ../;:,..t·:U,,¡...,:;Fì,~;~ 3) " l.aIILong: L..aI Dea LIt MiWScc: 1\, (..t,r øKI REQUIRED) 1..0.'11I8 Dcg Lon. MinlSoc _ TD Partel No. CD' ()I; 3~? DI&III. f,ulII :åE. t\ b. IsL CONSTItUCTlON Ok DECOMMJISION ~IbUU , ! 10 J!:!:l;;' ,~ l>«cribe by co!«. cUrac1cr. lbe 0( matcNI ad SCNCOII"C. M4 ..... ... ,', ....... ......r........ """"".. "'_...... _..0......_ DiaIIL f'olll . It 10 ~. aay for Itcb cb.t.Dte -.>f iAt'ormatiocI. IIIdicuc .n waltf ncOlllllteted. US!! ADDITIONAL SHŒrs IP NECI!SSARY.) MA TaRIA.L PROM .WATER WELL REPqR~ ('~·'i·t,;.rï'l on..... lat copy. I!cðIOSy. 2c4 "'pr - o*act. ~rd .., . driller ~"'~"","(·Jt·ÍII('VtW 0""'CaosIrucd<:ll o ÐeconImission ORJGlN.4L CONSTRUÇTfON NtHÌC'~ InIUIl NIIIftber K '''ac.¡ Lpçaåon , "~r MockISo, ' Slot $i.u from -rs; ¿./, ft. a<> J S 'I n. _SIoI Si2e tJo:a ft. 10 ft. ç""df1IUttt peclwcl: 0 Yes . 0 0 Siu of 1f'a>'Clltand ¡ MAIeNb aced from ft. 10 --L--__ _._n. s.rr.œ SaI: t& 0 No To wIw. ~Ih? ft Malf:fUlJ II&ed Íft IUI l!!., ,., fnn" '1-<- Did any IWata c:ontai~ U'-blc waler? OYel ~ Typr or watet? _De¡Ø or.nta ...~ 0( seali. ,1UUI off PUMP, M-.factwu'J NII1Ie Typr: ftP~ W 4TER UVJ:t$"~':llUÍa<:e devalÌ01l abovc _ s.¡ue~ n SIR.: Itvd L-£~ n. below lop of ~II Date~...l21- An.eØc prCUIØC Ibs. per JqIllß iach Dale AItesiaD waa ia COAlroUcd by WELL TESTS: Drawdo"'n i, "'*'" level illowaed belJw IWic IeIlCI. W.. a P\IIIIP teJll1\&de? 0 V CI Nt> If yes. b)' wbom? VielcI:---flJJlNa. wid\ ft. cbwdwa eftcr IllS, YlC'lcI:----.aIl.llDia. ...~ ft. cIra".fbooa after !Irs. Yield: ---,IIJmia. willi ft. dnI..........ftet 1In. If,{'.~" IÚItI fd_ laè,.. G" tC'1'O ....vII ptInIp """.J n/TX"'Øk, U'~l_."",,¿ 1_ _,U tIØp iii _, II.,,} Ti_ Watu Lc"C1 Tillie WIIU Level Time WICet La-el -- - -- ----.,. -., .lI/tIIÍII. whIo J..J::..ft. clra'lOdo_ 'I1cr~1In .-.-...-- ~~~/.s7S0L tJniquC £cotolY Wdl ft>Taa No. WtItCt Right hnuit No. ProsIcrty Owner Name k~ /~ I ;11 ~h:Øf Well SInXt AddIas tor~Pðl"'''~~' ~ .> CiI7·/.brfT~t:J.~ CouDty: ~, ~~lll.114. 1'4 I/~ ~ 1'-!2.. ,jJJ~ r;:'- WWM ~".' PETERSON PUM~ & WATER TREATMENT,INC PO BOX 111~, 10712 RHODY DRIVE PORT HAO:L()ÇK, WI.. H339-U10 360.315+~37 tx: 315-8114 Co"" LI~E'fIAPTMlKa [1edI COfttr ~e w." LIef NT!IU'T"7A1 DATIE: -1' - 5 ·02- NAME: .:rO~~SmANAHAN UNIQUEWELLID' AGe. '517 LOCATION: 4tTER. L.N' PORT -nWNSENþ WA. q~~s WELL DEPTH: '70 STATIC: I 35'-f>" . SCREEN: Y£S .,:)'i'-'S<-i' DRILLER: W'(.L,AMS RE: WELL WATER FLOW TEST TIME STATIC DRAWDOWN GP .1 COMMENTS 'Z ~ 2.0 ~5-3" 2.1: r... '" - -. r Te."30ï '2 '. '2.s· Iq, 2- z: ~o '''I7'--z.:' \.7~ I 35c1 Cc...::I... 2..)~ J~ .g' 1.15"" l"ð1'= 1.~~ð IL 8'- 9" " , .1S' 1210 '2', CotS' I " lC ....2... I." s: IOq~ 1:~o I '-Ie '.t,.. I, í cIS1 1;;SS' I~( '- q'/Zo" I. )~ g4<"1 3.00 ISO' 1,1S' "" 1t3 ~;f\<, i &:í~' - 'lz,,'t 1.15 ' 8'1 3'·10 51 2..i4 ~, 3:,<, 52. 2. i. t.I 832- ~:2.0 51..'-1'/%- 2,\f. 8~ '=\:2.$ 15,'· ". 2,14 7&4 ·3~30 1~2.-II" tl3 ?? z.. ~~~ 152.'·11" 2.l4 1'JC1 "?, : q 0 C:;~ ... i.1.{ 727 '" ~"iS I ~<; I" f~" ~s 1Z1- :\:50 5~' - ?: ::¡ '717 ~ LI5I; , 5("- ~ ~i ?t1... 4~M IS"· 2" ':I 1(J'L 4:0<- . 5~'- 211 1. # '/Jf. 4:'0 ~t..'" 2." ~ 02- 'I as Ie; (,.'.2," 3 , (JO 'f ; 1.C C:¿". 2- ,. Joe. If: 2~ S"'-2 " ~ ,h 7o~' .., ~-~- , Sl.t·· 2," iJ",. ?OS - '12.- ?oS" 4:~ 5 (, , - 2." &.4 ·.'iO I C;{"'" Jo" 'J't. '7~S' -~ '.~ S' 15"1 '/1- "51bP 'ÆSí 7ðS , , 'T. ) ; ; ::~) ;~:~ (::'; ~':, H ! : J .!: .... ~....,........... -. ....,...-.. .. ¡ 1 ~ 1- {~~ 1,1 '\. \. j j ; d ì d MAY - 8 2003 i i" kc I \ \ U¡ ." ~ij¡,;;l';Œii& \£l¡;~U;;"ENTJ ; ¡ T01AL P.Ø2 I , . i . ~ :~ I I .. I: ~ ¡. ! ~; I ! :, ~ ~ û .. II -- -- -- -"·--r , Sya¡rm m NI'" l.1bfs.n,m No: Mulhp1e 501ll\:1;¡: D:lle K~el"ed. Oatc Prep:lred: Coonry: : S~""lc Lo.:~tioa: ! Send Repon 'f 0: ..".._.~.....~.... L.U"'~ ...,uu,' #O-..:#J..JU, p,~ TWISS AltlAL'VTICAl LABOItA TORIES, INC, lfllW TwtlV\I Tree. &....t. s..-C IPou",.. WA 91)71) TdqIIIa.c (3IiO) m.sl.' .AX UOO) 7~~.~ I INOR.GA~.C CHEMICALS (lacs) RrPORT [$~Nàm.:- loih S~ . ~!!~~?!«iccf: ~_fl";)2 (·r:.-.~Sow.~~...,~:" D")L' . " ~~·r!Pt. a. _. J Da~ ~~:. r rllClO2 _ l SupervÞor~ ST i _~ate 'iml~; _ & 1~102 _ Aa.1)'SI~ ~ Jotfl"enoll _ " t..~r~'!f: ,'. Weh Hud Lot B P\W{Cf Ln ,- --, - t· Pell'non ~ &: Water Trt.~ POBox 1110 ' 1'011 Hadlock. W A 98339 'n\-:at. 01011270 1 1/6102 alu TO', - ..... - 'DOH III AulyW , Raat4" I iJIIi." [:-- ·~·-·"7>~~..'.:f¡p.~~~-----_ ., . 21 ¡OIIOIilk i. .7.1 '1 "'t~. J..:!.? N...~ SilL' TIIS:;cr I..c:od ë; '-ijcL I E(cetd~ r;~: L I"Ù.~ . -- '- - MrdIoI/~ . ~~~'{~;;~~"$.;;';.~~ -....~::~ "l ~M'~~~~ I Mp I M('L NA. ND' < (OJ»I)' (:\~r.: --"ItIC 1,.ctoII). ÏoIdtcIlla tilt "'.- ~ kvd fQviNd by die W,tIuocton Dcpal1lllalt orHcaIIAI (IJOH) DOH O..,,1uItc Water R:IpOAoc level S~_~ .....,,~....... ~.. ~."''''Ir.obOllS .. a(SllICdIO¡ ~ -1QWirc41O lite ~ SllVp\c¡ \. OII~t )'IIur ~ 00" ot1icc fvf iInhcr Utt+.... . (~Ift1VIII".~ t.e..d). (-~SacCC$lhc MC!., iJlJlllcllliatdy~Oftua )lDur~ DOli olrn:c , ,Nul .t.aaIJPCd). in lilt -'Is ~ -icalcs IIIii "at; ... -ItIåof ¡" die L'IIITCI/t -11.., (Nt" Oetcacd). .. dI.: ~ """- ~ IIka ...... _ ...~ ....., IIOf tbccrcd . a bd ~..... Of equal hi IIot Sltl /M4ØCc\ !lie ~uncI "'011_ ~ .. die AmJ!Ie at Of a~ die: conc:>IIIInJioa ÍllficA:d~ c___: '. '" .., ,~. '.. . . ".--. . --_. ---"" ,- " it:;. .¡ ¡~ '~-i' ., , :! ." , -.. ':~,~.._-_.._~~ '-'. ':'1! i, ~ I ~ .~ ! . , ~. " .\ MAY - 8 2003 '. ~ ,: ! , I '; ',~ T_, LabonuO<}' NuR1bc., 314111 p~c I uc~ ~~ U~ u~:uup WIN1JI:.MI:.~~ PI 36D 385 8345 p.? .. . ( ~;)' · '~~is'S: '. . .. ' , Y.~~~~è.' ~ 26280 Twetve TI!8es,LAne. Suite C , PouJsbo. ~ogton 98370 . : (søO)-7i~51.41 \ :. ' WATER'BACTE':=IÇAL'ANALYSlS"" '. SAMPlE COI.1.EC11()N¡ RE.6D , œaACK OF GOL.DENFœf;OPY , If 1mJIruc:tIons'...nvt ~ wtn be ,- DATEOOl1.ECTED l1ME~, ~ NAME . IIOII'/H /. )Ifj - \ \ ~'t:SD' 'd~\I'~ '" 10 tJt, 01 ~ PM. . .' """ r: .1YPE OF SYSTEM ,IF PU8UC.SYSTE~..COMPI..&TE "..~~,., , ' ' . ·:.[J·PusuC ~ []JJ]]J:J' ~ >' :.;~' . ~, {" 'ßlJIC5MDUAL 1.0. No. .'~ I' ' :'; ClACO; GROUP ~~:,~;"'t_ :. '''T~,8':'' , "NAME OF SYSTEM ftG<: 571 ~Taf E~ð'& ' : {¡s;:I,: 0,000 EVENING ( ) SVSTEM OWNEAJMGR.: (NIIme) :." ;...~!~. D or ,'0 COMBINATION ','.-.'.." .' ~ ,'or :code} ~")...r;;Jt:~ ~¡"...,.~.~~.~¡::-e.~ . . .. . " " o REPEAT SAMPLE PI'8VÌOII$ coIiIDrm presence , , ,0 ToIaI Coliform o Fec:\II CoIIfonn ~. Fec:eI absenI RESUlTS . w. ,I .Eo COU ---:..- 1100 mI '! ,~COONT_/mI LE REQUIRED " '. r<.'\ (< 1 ! r ¡: ¿~.._.... ;! í~! . : . ~ i ~ : I '1 I ...-) ,/ . - -~. -.,.... , !{~~.J<Jj~lfJt rr ' !: : MAY -8 2003 Ii! ~ .'......-......... , . UCT. ~~ U~ Ul:~~p WINUI:;MI:;~1:; 1"'1 ~t)u ~tf~ ~~..~ p.6 TWISS ~ALYTICAL LABORATORIES, INC. 26280TwdveTResLane.SuiIeC PouIsbo,WA 98370 Tdcphone(3fíO)719-~141 FAX(36O)779-SI5Q I I INORGAJiIC CHEMICALS (lOCS) REPORT I ..----___. ....-.. ··..ø__ [~~;:".~'~;;~",~_ ~~N~ ~~~~ ! Multiple Sources: e ~_~____ I' , .----,.-. ,- '.ou I .D~~!!~., ,~~~~4~~ '. .... n.. . 00: 1011~}..____.. i ~~~.~~ _,_ ... _ ,.. ,._ __0' _ ,u Date ; .}~lSI02 . I County: Jefferson : 1·~~~f~~f¿~9-'-~::-=rmTO:~---- I.m.....'... ._____._ .. DOH Source No: -----.... ... . . Salq>lcPwposc: '~iL'- . ..' ~r.:___~ . ~t: ...~.. Group: --......-.... -.._-_... .. ------..--- --.. ... .... ....... MCLT Exceeds TrløerT MCLT NOles: SRL: Trigger Level: I ~ (State Reporting Level). indicates the mÙlimllßl 1Porting Im:l required by Ihc Wuhillßlon Department ofHeattb (OOH). DOH DrInking Water response level. S)'&Ums~" ~unds deIected al c:oncentøtions in excess of this level are required 10 lake additional samples. Contact)'Otlr tqioIIa1 DOH off'lCe for rurther ~tion. (Maximum Conlalllinanl Uvel), lf1he contamlnatlamount exceeds the MCL, Immediately tÐRtact your regional D()H office. (Not Analyzed), in the results column indicates Ibjs compound was not in<:ludcd in the CIIImIt analysis. (Not Detected). in lite rcsuks c:oIumn indicates ~ compound was analyzed and not ckto;:tcd at a level greater than or equal to the SRL indicates the compound was not dctcçtecl ÙI the sample at or above te concenlration indicated. MCL: NA: ND: < (0.001): Co_als: " ' ~' , . . MAY - 8 2003 Twiss Laboratory Number: 38071 Page ] Map Output Page lofl 001063007 0 legend SøladGd FøaliUNs 0 Parœl!l-H Oly of PT WSA · ClIRRØT ~ F\JruRE Water SølNloe AMes · CU'n!ôI · FlU';! 00100f' I. ..., I:, .. .:.~ FOR INFORMATIONAL PURPOSES ONl - efferson County does not attest to the a uracy of the data contained herein and makes no warranty with espect to its correctness or validity. Data ntained in this map is limited by the method and accuracy of its lIection. Fri Ma 16 16:27:25 2003 http:// gisserver/servletlcom.esri.esrima*.Esrimap?ServiceN ame=eh&ClientV ersion=3.1 &... 05/16/2003 Map Output Page 1 of 1 Legend SeIeded Features Pi\KCØISrH 2000 Shorelne Photo8-H SIPZ ....RilkSFZ . Hi(#IRiIk SI'Z COØII SI'Z [] o . FOR INFORMATIONAL PURPOSES ONL y- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with espect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its lIection. Thu Ma 08 15:07:43 2003 http://gisserver/servletlcom.esri.esrimap.Esrimap ?ServiceName=Critical_ Areas&ClientV... 05/08/2003 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 AI Scalf, Director FAXTRANSMIITAL DATE: Mt)3 TO: ~..... Þ~t PHONE: (ZÐto) 2.~~... cS"ra FAX: (~~ 7~'t~ - O(OCo~ NUMBER OF PAGES including cover: 4> FROM: ~~ Ito~N~ JEFFERSON COUNTY COMMUNITI DEVELOPMENT - PHONE: (360) 379-4450 FAX: (360) 379-4473 " SUBJECT: ~~'\' PM-c...a...~ ~ IN~, COMMENTS: Building Permits/ Inspections (360) 379-4450 Development Review Division Long Range Planning FAX: (360) 379-4451 ~ liYi~~ 26280 Twelve Trees Lane, Suite C Poulsbo, Washington 98370 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COlLECTION: READ INSTRUCTIONS ON BACK OF GOLDENROD COpy If Instructions are not followed, sample wIll be rejected. DATE COLLECTED TIME COLLECTED COUNTY NAME MONTH DAY YEAR -E-: $ð /1 / tJ Z- ¡hØ~ J ef,.ø~IL$oc/ FlAM OPM TYPE OF SYSTEM IF PUBLIC SYSTEM, COMPLETE o PUBLIC II.D.NO·'lliJIIJ ~ INDIVIDUAL CIRCLE GROUP (serves only 1 residence) A B NAME OF SYSTEM .-If ( ¿ ). " (: " ¿, , ,.J .... SPECIFIC LOCATION WHERE SAMPLE COLLECTED z..1 er-, II /I$'-,/ 1,",6-$ .o"¡,f' tV fø ^-'C '1 þi.U ¡V Sðt Nt? , .....Þ/'r tfðJt.€ f/¡'1!7 S.S'I'J: SAMPLE COLLECTED BY: (Name) TELEPHONE NO. DAY (Zttl,)Q5z.. - 51:.4(f A A.1 ,Aj (,.l/;!fL. e /-I EVENING (2"'-)"1 ~ z. - <r;: {. 4f SYSTEM OWNERlMGR.: (Name) ðAlA-ø.J U,t"LAq<.-.. t-ltJ -j .~ ¡ SOURCE TYPE 0 GROUND WATER UNDER SURFACE INFLUENCE j o SURFACE gt WELL or 0 SPRING 0 PURCHASED or 0 COt;1BINATION WElL FIELD INTERTlE ~ OTHER .....' SEND REPORT TO: (Print Full Name. Address and Zip Code) ~ j :~ ", .,. 1i II f". o REPEAT SAMPLE Previous coliform presence o RAW SOURCE WATER Source # o NEW CONSTRUCTION or REPAIRS o OTHER (Specify) REMARKS: (LAB USE ONLY) DRINKING WATER RESULTS o UNSATISFACTORY, Coliforms present ~A~ISFACTORY. Cohforms absent : ~' :'" REPEAT SAMPLES REQUIRED o E. Coli present o E. Coli absent REMARKS :1 '~ SAMPLE NOT TESTE" BECAUSE. TEST UNSUITABLE BECAUSE..!...·.'..'.. o Samples too old 0 Confluent growth o Wrong container 0 TNTC o Incomplete form 0 Turbid culture j o 0 Excess debris i SEE REVERSE SIDE OF GREEN COPY FOR EXPLANATION OF RESULTS ~,J LAB NO. (7 DIGITS) DAT'T T!Þ'1E RECEIVED RECEIVED BY]. 010 (;2ð'(l lill/po /1:~¡1 #.6] 1 I ¡ ..~ ~'I 1 ¡ J TOTAL COLIFORM FECAL COLIFORM o Fecal present 0 Fecal absent OTHER LABORATORY RESULTS /100 ml E. COLI /100 ml PLATE COUNT ANOTHER SAMPLE REQUIRED 1100 ml Iml DATE REP9RTED II ':J ({fill WATFR !=:IIPPI IFR r,()PV JA~-23-2001 04:32 PM . I. ~. .,¡ '" ! : 1: .. ..... . . mooocT'~ BROTHERS PLUMBING. INC. 360 683 7719 P.02 """ v v t!iilJ 1b RIanIIr: 1......".......... U . . V v c· ... .' - . .._ _.. 0"·-- -. "'.' .. -. .. . _. .. -... -.. ..-. w. .__..........-.- ....... .-. . . ".- ..- - . Phone a85-2OOI JJ(Q)~ o~(Q)a~~ 22090 "7-2.o,,- DA':rJ_ z,oø~ (IIIØIT_IIY c;uøroMER'SORDER"- .." .... ¡f . BROIHER'S PLUMBING, INC. ~ In PlumbIng a. PumPs ROo Box 1048 PORTTONNSEND. WA 983S8 TO RAJA> 339Coi .:PC'^, ..,- t,JtLc.h J..I.A-I:. T~ :;( £J£S"'" "7õ~süYo w;4-- o DAYW'ORK o OONI'RACT LJ EXTÅA JOINtl.lElllI~ .108~ -- STNmNII DAlE . TERMS: ~ _ .... .. III wItH. 10 ..,. fill J!! .1tll11It. ,...... lilt .... .. ... ...,. fill ~ ...... lie ~ at 1.1" .... ...... ........... - ¡::-lo6lAJ 7;$T" ðN Wf, t..I- ~ J T~i- ¡,M-1U- t.....u...e- 1#' "" /' to:øo 13~ 2.0 V Ir ~ ~~ ~ \VI rF Q ,Ø! ,~ (80 ;1.0 // , It... 1- ,o:ðO !;to IS II .... ~ .I1U f)' IJMt 10 : CI S ¿.~O ,3 ... - -v. - ,. : 60 ?-;.O 13 II~'$ p.;.o 13 11:30 ~o 13 \ \ AG;fi ' \ Wt-LI., AJ_ 12 I~ wI' ^'~ \ : 1 \ - TOTAL 011iER . > S~-o'1..rÎ - L/ï <;, --") ,^, IL ~ Ð&f 1 þ~ . I , f \ \ t\( , ~ ~ '. fJJ' ~ } IV ",' (~ b\1' 1 v- ¡tV \ I ~. _ to''J \' TOTAL LABOR /9'1 ~t:? 00\11: .,- I TOTAL MATERIALS \\ TOTAL MATERJALS TOTAL OTHER Work 0fdeNd by ~9Jsw SIgnature TAX If. K .. . . . . --- ---"- -. -'-Io:.._...........a..-~ Io&MIIIr 010. ,,' TOTAL JA~~23-2001 04:31 PM BROTHERS PLUMBING. INC. 360 683 7719 P.01 !1m! W" Levef ~MInute //):00 la" ;)0 10: IS I '() ¡;>o /0: 30 ól.:l.Ø 13 t D: 'IS ~:lO " " : ÞO :A:J..ø /3 fl : , S· 22.0 13 J ,: (So .;). -0 I 3 *Needs ID be done for one ~Iized hour (at . GOnStant waœr level) *Can be taken in 15 or 30 minute incæments If you have any question 8nd 8Ie In JefI'enson County call (');M, Christianson 385-9418. fõ) [E ~ [E ~ \Yl [E fñ\ Uìl JAN 2 4 2001 lW JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT TWISS ANALYTICAL LABORATORIES, INC. 26280 Twelve Trees Lane, Suite C PouJsbo. W A 98370 Telcphooc (360) 779-5141 FAX (360) 779-5150 INORGANIC CHEMICALS (IOCS) REPORT FOR NITRATES System ID No: Private LablSample No: 010S4864 Multiple Sources: Date Received: In,S/01 System Name: Date Collected: Sample 1)rpe: Date Reported: Date Analyzed: Ann Welch In,S/01 D 1n,9/0 1 1n,6/01 DOH Source No: Sample Purpose: Supervisor: , Analyst: Group: C ST MP >.~.~:,,'~' .~~. ~~~;~~·~::;:::j.~::~~.:~q~Ii:;'~··~ ~;~~~~~.:. ~~~~"~~1~ County: Jefferson Sample Location: Outside Faucet Send Report To: Ann Welch " 2108 42nd Ave SW Seattle. WA 98116 Bill To: Notes: SRL: Trigger Level: (State Reporting Level). indicates the minimum reporting level required by the Washington Department ofHea1th (DOH). DOH Drinking Water response level Systems with compounds detec:ted at concentrations in excess of this level are required to take additiooa1 samples. Contact your regiooal DOH office for further information. (Maximum Contaminant Level), If the contaminant amount exceeds the MCL, immediately contact your regional DOH office. (Not Ana1yzed). in the resu1ts column indicates this compound was not included in the cwrent analysis. (Not Detected), in the results column indicates this compound was analyzed and not detected at a level greater than or equal to the SRL indicates the compound was not detected in die sample at or above the ,concentration indicated. MCL: NA: ND: < (0.001): CoJllßlellts: lfõ) lE (C IE ø WI lê ~ II11 JAN 3 t.. /!!J DEPT. OFJEFFERSON COUNTY . COMMUNITY~NT Twiss Laboratory Number: 27689 Page 1 TWISS ANAL YTIÇAL LABORATORIES, INC, 26280 Twelve Trees Lane, Suite C Poulsbo, W A 98370 Telephone (360) 779-5 141 FAX (360) 779-5150 INORGANIC CHEMICALS (IOCS) REPORT System ID No: Private System Name: McLaugblin Lab/Sample No: 01052042 Date Collected: 11/2/00 DOH Source No: Multiple Sources: Sample Type: D Sample Purpose: C Date Received: 11/2/00 Date Reported: 11/16/00 SupeIVisor: ST XA- Date Prepared: I Date Analyzed: 11n/OO Analyst: MP \.....J County: Jefferson Group: Sample Location: 3394 Hastings Ave Send Report To: Ann Welch Bill To: 21084200 Ave SW Seattle, WA 98116 Exceeds Trfuer7 MCL7 21 Chloride 326 mgIL 20 250 250 Yes Yes SM 4500-CI B MP 8 Iron 0.2 mgIL 0.1 0.3 0.3 SM3500-FeB NP 10 Manganese 0.04 mgIL 0.01 0.05 0.05 SM3500-Mn B NP 22 Sulfate 32 mgIL 10 250 250 SM4500-S04 E JCS Tricler7 MCL7 Yes Yes Yes Yes Trfuer7 MCL7 Notes: SRL: Trigger Level: MCL: NA: ND: < (0.001): (State RcportiDg Level). indicates the minimum reporting level required by the Washington Departmeot ofHeaI1h (DOH). DOH DrinIcing Waf« response leveL Systems with compounds detected at coocenuatioos in excess of this level arc required to take additional samples. Contact your regiooal DOH office for further infonnation. (Maximum CoIÞmi""nt Level). If the contaminant amount exceeds the MCL, immediately contact your regional DOH office. (Not Analyzed), in the results column indicates this compound was not included in the CWTeIlt ana1ys~. (Not Detected). in the results column indicates this compound was analyzed and not detected at a level greater than or equal to the SRL indicates the compound was not detected in the sample at or above the concentration indicated. Comments: J.N3Wd013l\30 AJ.INOWWO~ :10 1d30 AlNnO:> NOS~3:U3r ~~;:;;~~ Twiss Laboratory Number: 26524 Page 1 --.. JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 AI Scalf, Director FAXTRANSMITfAL DATE: 5 },z..}03 TO: ~"þ~, PHONE: Cl-0lq 2.'3'g- ðS"~ FAX: (?~) 2.~~ - OCOfo~ NUM:BER OF PAGES including cover: 3 FROM: ð1'f\c..t~ ~þ-t~ .~ JEFFERSON COUNTY COMMUNI1Y DEVELOPMENT - PHONE: (360) 379-4450 FAX: (360) 379-4473 SUBJECT: M~~ ~.-.A.c..£I. ~'t'£ ~\.M..\. COMMENTS: ~ 8\1); 'lA.,\ Ibn.IT1f\a- "TIi-£' ~ A-'\ lbg f\:..~ ~ ~ ~~ .p~C£L ~~~ . Building Permits/ Inspections (360) 379-4450 Development Review Division Long Range Planning FAX: (360) 379-4451 y....iju t:M "'1~"'cI) MS ';MY plJ't'loo 8O~'t lpiM uUV ::pe:¡uo;) Si.ÖI! S :a6ei.De SSOJ!:) Eoo E90 100 'ONP:>Jlld 89Es6YM 'pUölSUMOJ. :¡JOel 'M ';Í,\ys6uRSIIH io6EE U16nll"J:IW UIIµ& .S6 UOPe.\913 UOp;lUUO) ~1I~n puno.dS.lapun 0 ........-- ..........-.....------ ....~ ~.~~..,..S~_.... õ;' ",..' 068L aM ¡--------------- , , , .' , , " , " , I , 1 1 1 , , I · , , · · · , I· , , · , , , , , , I · · 1 ~. · , , , ,. , , " · · 1 , 1 .. 1_____----------, ,ooz ~ '''.! ,~ .;::1··. .,of .', . ,:.I'::? :1. ---------------¡ ~ !Ë ,I w I!!:!I ~i ~ ª I c::=o ~~ I "'*' I!!:!I .... ~~ ~ ' :z: tt~ -< ~ w<.> -.... I!!:!I 0 ~ t: w '" , I , I · · · , , , , ----------. --------------------------------- 'M'i^Vs5ul:¡SIlH " , , · , , , , · , , · ------------------------------------ § - Parcel Print Parcel Number: 001063003 Owner Mailing Address: BRIAN D MC LAUGHUN 3394 HASTINGS AVE W PORT TOWNSEND WA 983689200 Site Address: 3398 HASTINGS AVE W PORT TOWNSEND 98368 Page 1 of 1 Section: Qtr Section: Township: Range: Mapped Acreage: Sub Division: land Use Code: 1100 - HOUSES (single units, non-farm) 6 School District: Port Townsend (50) SW1/4 Rre Dist: Cape George (6) 30N Tax Status: Taxable 1W Tax Code: 161 5.16 Planning area: Quimper (2) Property Description: 56 T30 R1W Nl/2 NE SE SW http://www.co.jefferson.wa.us/assessors/parcellparcelprint.asp ?P ARCEL_NO=OO 1 063003 5/1212003 ~!~~:gt~{:'~·~' "/':':c., ~' '\~~~~~~ --------------~p"RñPüñõi~~Püñ-- U') ('t') N f6 : -,: ::Oi'.f:\ -!:..;.'< . '~ ... , , , , , "" ", :: ~, ~1 ~~ ~I Cl ,. ð~ 9\ .. VI Cl e :s~ 0 ~ ~ ~, e o ' e ~ .9 :~ . ¡:; , ::> '" I e I ::s , 0 , ... , 0\ ~ t ," Ie I::> D - ~ Õ\ CO - --------~------------------~------------------~------- ~ ai ~ VI 0\ e ~ IV :I: . - - - - - . - - - - - - .1 in 0\ c: o ".¡:; ~ CV W ~ ~ ¡. i .. :J: [5) lE ~lE ß WI IE fR\ trù JAN 24 2001 lW ------------------------------------------------------ JEFFERSON COUNTY DEPT. OF COMMUNITY DEVELOPMENT '" . " ""õ ID n .. .... CD B c/). " ~" "":~{' .: "1". ~ . in ." - ... : : .' .':;.f:.. . .oJ. .>'..;: .' . ~ .. - .--------------~-----gmìpnPù~~ .... .... ... f ,!. ,,'.. ~t! I « 't= ~ ð , ~O~ .øz ), -\ ~ ( ~ ::J o :J: õ o N in ro- M . ,(ij Q) o o o - ----------------------------- 4]1 .099 ----------------------------. : Hastings Ave. W. , 1_________________________________ o m "( ,... o .,,~ (")m 0'" ;:;¡¡ ;::0 e::'" ",0 ~~ 00 me:: <% g=<! "( ¡¡:¡ % .... ~ IññI c:.... ~, g'2) Iñi1I "" .þo = ~ G€ IññI ~ Hastings Aw. W. ~--------------- 175' ··'f 200' b :s l' .~ ~t I 1000gal.tank 9 ~ ~.d; ,~ ..~. ;ß .~ ~"';pß ....~ '" ,\, ~Slope 3% aprox. ~---------------I ., , , , , , '. , , , , , . , . , , , , , , , , , , , , , " , , , , , , , , , , I , , · , , ,. , .. · , , · , , , ---------------- 235' Well D 189' , Dr1Ve -.......... ......- o u-;d~~round Utility Connection Elevation 95' Brian Mclaughlin 3394- HastlngsA~. W. Port Townsend, WA98368 Parcel No. 001 063 003 Gross: acreaae: Contact: Ann Welch ....._0 ~........I ...._ etAI PACIFIC g 1'0 U 11 d \^/a te r GROUP COpy April 21, 2003 f " Mr. Paul Marks P.O. Box 63 Nordland, W A 98358 s'.'P,A.Â'D. i2Ç;c,~ 0ll ¿\ t D?> !..r_'_~"'''' ~ .,.' 'r'\ ; I ,\ I \\: MAY 1 9 2003 'b' \.f: L~-----,- ' i ,it. r:ï m, ON COUNTY DFFT r' Cr:¡';¡",IUNT\ C,FvH()PI/ENl '.-, ~.._~ ~~_~-.::.....r.~......:...:.._.._......._~__"._,_..~...~ Dear Mr. Marks, This letter report presents our analysis of hydrogeologic conditions at the property listed above on Marrowstone Island, Washington. Our anttlysis addresses "relevant components of an Aquifer Recharge Area Report per UDC 3.6.lOe" as required by UDC Groundwater Protection/Seawater Intrusion Amendments, March 3, 2003. Our discussion with Jefferson County indicated that the "relevant components" were those pertinent to exacerbating or causing seawater intrusion effects on neighboring wells (personal communication, David Christensen, Jefferson County Division of Natural Resources, 2003). Other components are not addressed in this report. Our proposal of March 4, 2003 was authorized by Paul Marks on March 19, 2003. Our work was performed, and this report prepared, in accordance with generally accepted hydrogeologic practices at this time and place, for the exclusive use of Paul Marks, and for exclusive application to the two primary wells on the subject property. This is in lieu of other warranties, express or implied. PropéÎty and Project Description The Marks' property consists of about 8 acres on two parcels in the community of Nordland on Marrowstone Island (Figure I). The property currently has the following dwellings and water-use attributes: · A two bedroom, one bath house (Johnson house) that is supplied off the dug well · A one bedroom, one bath "cabin" that is supplied off the dug well · A front parcel of about 3 acres (976200402), some of which is irrigated with water from the dug well · A back parcel of about 5 acres (976200501) that is grazed and not irrigated. Two unused wells are located on this back parcel (wells ACC057 and ACC059). P 206,329,0141 F 206,329,6968 I 2377 Easdake Avenue Easr I Searrle, Washingron 98102 I www.pgwg.com \\';Hcr & environl11c:nral consul ring The property is for sale and the prospective new owner proposes to make changes to the dwellings that will require a building permit. Changes to the structures proposed by the buyer are: · Building a new two bedroom, 1.5-bath house on the front parcel that would be supplied by the better of the two wells on the back parcel (well ACC059) · Possibly moving the cabin to the back parcel and also supplying it off well ACC059 · Maintaining the Johnson house as an "accessory dwelling", and maintaining the water supply off of the dug well If the cabin is moved, the total increase in bedrooms and baths on the combined parcels will be 2 and 1.5, respectively (Table I). If the cabin is not retained, the total increase in bedrooms and baths will be I and 0.5, respectively. ' As implied above, three wells exist on the two parcels. These wells, and other wells located within about 1000 feet, are shown on Figure I. The Marks' wells are: The dug well, which is located about 35 feet east of the Johnson house, is about 5 feet in diameter and extends to 38 feet below land surface. It probably produces water from the Qva aquifer with a water level about 10.6 feet below ground surface on April 3, 2003. Access to the well is through a 5ft x 5ft x 605ft deep concrete vault which rises 2.5 feet above ground surface. The concrete vault serves as' an (unconventional) surface seal which penetrates into glacial till. The till extends to below water level. Elevation of the top of the concrete vault is 2.5 feet above local ground surface. Ground surface elevation was estimated to be between 20 and 25 feet above mean sea level based on LIDAR data provided by the County. Based on that elevation, the bottom of the well is between 13 and 18 fe~t below mean sea level, and the water level elevation is between 8 and 14 feet above mean sea level. That water level is unusually high for Marrowstone Island and indicates unusually high groundwater storage near the well. Well ACC059 was drilled in 1995 near the center of the back parcel. Its well log (attached) indicates it is 54 feet deep, has a surface seal to 18 feet depth, and penetrates 30 feet of surface soil and glacial till. Water bearing sand and gravel of the Qva aquifer was logged at 30 to 35 feet depth, and 44 to 50 feet depth. Bedrock was not encountered within the drilled depth. The driller reported a water level 27 feet below ground in Octoberl995. Water level in the well was 24.4 feet below the top of the steel casing (2~.6 feet below ground) on April 3, 2003. The 6-inch casing rises 1.8 feet above ground surface and is capped with a pitless adaptor, although no pump is in the weU. Elevation of the top of the steel casing was estimated at 39 feet above mean sea level based on LIDAR data provided by Jefferson County. Based on that elevation, the bottom of the well is at about 17 feet below mean sea level, and the water level is 15 feet above mean sea level. The water level elevation in ACC059 is ,similar tothaJ (}t'~tþe c¡lllg; well suggesting hydraulic continuity, and unusually high g,roundW¡;tterstþtage \gc¿ÿ}y. t ': i Page 2 1: i' I' MAY 1 9 2003 ,-,,,.,::. P'G '. ;:~,__l g .! t,) ,~ 'I " Well ACC059 was pump-tested in September 2000 by Bayview Pumps (see attachment). A pumping rate of between 3.18 and 4.47 gallons per minute (gpm) was maintained tor 2 hours. Water level in the well declined from a static level of 23.5 feet below the measuring point to stabilize near the bottom of the well at 54 feet below measuring point after about 70 minutes of pumping. Although the well experienced complete drawdown, a pumping rate of over 3 gpm was maintained for the last hour of the test. The test was not analyzed further for this report. ' Well ACC057 was drilled in 1995 near the north end of the back parcel. Its well log indicates it is 58 feet deep, has a surface seal to 18 feet depth, and penetrates 37 feet of surface soil and glacial till. Water bearing sand and gravel of the Qva aquifer was logged at 37 to 42 feet depth. Bedrock (gray sandstone) was logged from 45 to 58 feet depth. The driller reported a water level at 25 feet below ground in October 1995. The well is welded closed and no water level was measured in April 2003. The 6-inch casing rises 2.2 feet above ground surface. Elevation of the top of the stdel casing was estimated at about 35 feet above sea level based on LIDAR data provided by the County. Based on that elevation, bedrock in the well was encountered about 10 feet below mean sea level at this location. The well log reports a well yield of 0.3 gpm. Hydrogeology The hydrogeology of Marrowstone Island has been extensively studied, most recently as a result of seawater intrusion concerns. The following description of the hydrogeology in the vicinity of the project is derived from tbe well logs discussed above, a recent reconnaissance, and Geology, Water Resources, and Seawater Intrusion Assessment of Marrowstone Island, Jefferson County, Washington, Washington State Department of Ecology Water Supply Bulletin No. 59, by Kirk Sinclair and Robert Garrigues, 1994. Marrowstone Island rises gently to the east of Mystery Bay in the vicinity of the site. The lower parcel occupies much of that west-facing gentle slope. The upper parcel is relatively flat, and occupies part of the central portion of the island, although lands further east are of higher elevation. The eastern shore of Marrowstone at that location is a cliff, with nearby land surface elevations as high as 150 feet above sea level. The distance between Mystery Bay and the eastern shore of the island is about 1600 to 1800 feet. The Marks' parcels span the western 600 to 700 feet of that distance. Groundwater on Marrowstone is derived from infiltration of precipitation on the island. Sinclair and Garrigues (1994) estimated that in an average year 2.2 inches of water infiltrate to recharge the aquifer. The volume of recharge water for the entire island was estimated to be 730 acre-feet per year. Parametrix and Pacific Groundwater Group (2000) estimated that recharge was about 5 inches in the average year near the site. Although the percent difference between those recharge estimates is large, the absolute difference is only about 3 inches of water per year, which is within a typical range of precision for such calculations. The reason for the differé(nt r~h~ge,estimates w~ not researched. The high groundwater head in the vicimtyof ~~ Maiks' )¥~lls may· hid,icate MAY 1 9 2003 Page 3 0f. rei;: n:: !..:;\ ,'-.._.-' d'""'.....'........._ ,_"_. ·..-·__r.··· -'-'."",_. .."...,.~_ .__,."....._.~.,....,~,=.l unusually high recharge rates for the island. Infiltration through the relatively flat upper parcel, and similar lands to the north and south, may contribute to this effect. Once groundwater reaches the aquifer, it moves mostly laterally toward the island's shorelines. In island environments, the fresh groundwater typically floats as a lens on top of deeper groundwater that is saline. The fresh groundwater discharges to the sea along the shorelines or is withdrawn by wells. Water that is extracted by wells and used inside houses is mostly discharged back into the ground through septic systems, thus resuming its path toward the shorelines. Water used to irrigate lawns and other maintained vegetation is added to the water that is transpired into the atmosphere from natural vegetation and does not discharge to the sea. Four geologic layers are involved with water movement and storage near the site. Starting at land surface, they are as follows: , Surface soils are derived from the underlying glacial till and were observed to be moderately to poorly drained, organic rich, and relatively fine grained. Surface water was observed in shallow depressions during April 2003, following a very wet March. The upper parcel and nearby lands comprising the central island terrace had extensive areas of shallow groundwater and standing surface water. Detention of water within and upon the surface soils of flat upland areas likely plays an important role in maintaining groundwater recharge in this vicinity. ' Vashon till lies below the surface soils within a few feet of land surface. It is a very dense, unsorted mixture of gravel and sand in a silt and clay matrix. Till is sometimes called "hardpan" or "glacial concrete". Based on observations of shallpw water and the till penetrated by the dug well, the till has low permeability and causes retention of water in surface soils during the wet season. The two on-site well logs indicate that the till extends to at least 30 feet below land surface. ;.;~ Vashon Advance Outwash (Qva) deposits constitute an aquifer that underlies the ~ill at depths of 30 to 40 feet at this location. The deposit appears to be a stratified mixture of sand and gravel, with occasional ~ clay lenses. The sand and gravel strata constitute the primary aquifer east of Mystery Bay, although the aquifer may have different zones, separated by horizontal aquitards (low permeability layers) and b,ygeologic discontinuities of various orientations. ~ Groundwater in the aquifer at t11êiM~'(is' , .'. confined below the till. In parts of the aquifer east of the Marks', the grÖùn'dwatei>í:s." ;. C ¡ "",'[ \¡' '¡ .~.. r unconfined. ! I n'1 : f I w ; ~. MAY 1 9 2003 If The Qva is absent on Griffith Point across Mystery Bay from the Mark's pr1pertl. _', _ -. ' ¡ ~~~~:~ ~:=:c~~I::n;e:~::;ID':¿ t=~~e:e:::~~~::;~:~~~;"~:L'V"YY[,' .; I movement - although wells develop small quantities of groundwater from fractures within the bedrock when no alternative exists. On Griffith Point west of Mystery Bay, bedrock is within a few feet of land surface, and directly underlies glacial till. Because of Page 4 PgG the absence of the Qva aquifer at that location, wells develop water from fractures in the bedrock. Bedrock was logged below 45 feet depth (estimated elevation of 10 feet below sea level) in on-site well ACC057 where it underlies the Qva aquifer. Sinclair and Garrigues (1994) report a well log (AAB083) that shows bedrock at an elevation of 20 above sea level near the Marks' property. That bedrock elevation is above the potentiometric surface in any well in the vicinity - thus establishing the potential for physical separation of the Qva aquifer zones by a buried bedrock ridge. The bedrock ridge is generally depicted in Plate 5 of Sinclair and Garrigues (1994). Groundwater Quality The primary water quality concern that is related to water use is the possible increase in dissolved constituents because of seawater intrusion. The discùssion below focuses on chloride concentration as an indicator of seawater intrusion. ' , Jefferson County recently classified all of Marrowstone Island as a high risk salt water intrusion zone (SIPZ). The basis for the classification is the proximity of the shoreline to almost all of the land on the island, and the presence of many wells on the island that produce water that· contains more than 100 mg/L chloride. -- The Marks' dug well was sampled on April 3, 2003. Field analyses indicated that the water was 54 degrees Fahrenheit, had a specific conductance of 465 uS, a pH of 7.8, and a chloride concentration of 45 mg/L (low). Although well ACC057 was not sampled, the well log reports a chloride concentration of30 to 45 mgIL. Well ACC059 was tested and sampled in September 2000 and had a chloride concentration of29.6 mgIL (see attached Twiss Analytical report). Groundwßter chloride concentrations in Marrowstol1e Island are reported in a map on the Jefferson County websiteI. The Marks' wells are not reported on that map; however, many surrounding wells are. The data are shown on Figure 1 and indicate that the two wells closest to the Marks' parcels are low in chloride «100 mgIL) but that many wells in the vicinity have chloride concentrations greater than 100 mgIL. That data set, combined with recent data from the on-site wells, indicates that the Marks' property is underlain by a portion of the Qva aquifer that is not degraded by seawater intrusion. A high risk of seawater intrusion is indicated by the County's data on Griffith Point along the western shore of Mystery Bay. - The Qva aquifer is absent -in that area, and wells produce water from the bedrock. Mystery Bay lies between Griffith Point and the Marks' property. Because of the geographical and stratigraphic separation between the Griffith Point bedrock aquifer and the Marks' property Qva aquifer, chadges-·irf:Jau({·tt~ê ¡ane!: groundwater use at one location will have little to no affect on the otWrQbc'ãud1:~.~.l(.:,.:~ ',:.' [,. , W¡']~~~_~J~ j I h II . ftì s/'d I d'" I h· " 1. ,íU FE R"nN COUNTY ¡ ttp: www.co.]e erson.wa.u 1 ms p ~s maparc Ive.asp?SortFleld=T1tle&Searcr.~µJ¡gJ!~~)~~1.~~~iI~£LV.~_LQPMEN~.J PgG Page 5 ,~,,---,._.~ A high risk of seawater intrusion is also indicated by the County's data for the eastern shore of the island and for areas along East Marrowstone Road, all east of the Marks' property. Wells in that area produce from a portion of the Qva aquifer that appears to be in poor hydraulic continuity with the portion of the Qva aquifer under the Marks property. The separation may be related to a ridge of bedrock that rises near-to or above the potentiometric surface of the aquifer and thus splits the Qva aquifer into eastern and western portions. Sinclair and Garrigues (1994) report that the bedrock elevation in well AAB083 begins at an elevation of 20 feet above sea level. That elevation is above the potentiometric surface, in any well in the vicinity - thus establishing the potential for physical separation of the Qva aquifer zones by the buried bedrock ridge. The bedrock ridge is generally depicted in Plate 5 of Sinclair and Garrigues (1994). Other evidence for the isolated nature of the portion of the Qva aquifer near the Marks' residence consists of high groundwater heads (8 to 15 feet above seà level) and low chloride concentrations compared to the surrounding aquifer zones. Seawater Intrusion The thickness of the fresh groundwater lens is directly related to the amount of fresh groundwater that floats on the saline groundwater below. As groundwater is extracted by wells, the fresh water lens thins, and the saline water interface moves laterally inward and upward toward pumping wells. Effects of pumping are usually limited to establishment of a new equilibrium position of the groundwater/sea water interface without actual pumping of seawater by wells; however, under conditions where pumping water levels are maintained below sea level for long periods of time, wells may begin to pump highly saline water and become non-potable. At intermediate levels of effect, chloride concentrations increase, particularly in wells near the shoreline, or in the deepest wells. In the UQC Groundwater Protection/Seawater Intrusion Amendments of March 3, 2003, Jefferson County has identified that many locations on Marrowstone IslaI?-dare at:rj~k,of. ,,_ seawater intrusion. It is the purpose of the amendments to prevent de#¥q4ti~~ ~~ ~ :; " f potable water resource. ¡ i L/ r-"-h -'-, '., "1 ¡ I ¡¡I""¡,: ¡I' , ,¡ " MAY 1 9 2003 ¡I!' at (' i! l Water Use Analysis l! -~ 'I· . ._--" _.-.1 ' \.¡~. CC!UNT)' This section presents estimates of water use on the Marks' property un~fhiis1~~'~:fuid'~¡:i.'.;.'¡:.,C£:0EI>r~. proposed future conditions. The conditions are sUmmarized in Table 1. Sinée all the Marks'wells produce from the same aquifer and have similar bottom elevations, the analysis does not differentiate between wells. The analysis assumes that historical water use is near the high end of the per-capita range cited by Sinclair and Garrigues (1994): 150 gallons per day (gpd) per person is the assumed total water use. A high value was used because the Marks' property has old, high-water-use fixtures and one of the largest lawns observed during our reconnaissance on the island. For calculation purposes, we assume that the water supply for the property Page 6 PgG includes irrigation of D.I acres of shrubs and lawn, with an annual irrigation depth of 6' inches per year. We also assume that the average bedroom houses 1.5 people. Under those conditions, we expect that the Qva aquifer supplied a total of 675 gpd of water to the property, of which an average of 45 gpd was for irrigation (Table 2). Under the proposed conditions, it is assumed that fixtures in all dwellings will be changed to low-flow varieties, which is assumed to result in a 25% reduction of in-house water use. Conditions where irrigation remains unchanged, or reduces to zero are analyzed. Total water use under the proposed conditions is estimated to reduce to 113 gpd per person. Given the increased number of bedrooms under the proposed condition, slightly more to slightly less water will be used under the proposed conditions compared to the historic conditions (Table 2), depending on whether the cabin is retained or not, and whether groundwater continues to be used for irrigation or not. Although these calculations are approximate and contain several assumptions that may not perfectly reflect historic or future conditions, they demonstrate that the proposed change in land use can be approved without an increase in groundwater use. Key to avoiding an increase in groundwater use is implementing water conservation measures stipulated in the UDC and listed below in this report. Impact Analysis Based on the hydrogeologic conditions at the property, potential impacts are limited to wells in the local Qva aquifer zone. Impacts to wells currently experiencing high chloride concentrations (wells on Griffith's Point and along East Marrowstone Road) are not likely because those wells draw water from aquifers that apparently have a low permeability connection with the portion of the Qva aquifer from which the Marks' wells draw wat~r. Impairment of the local wells will not occur if water use does not increase· and groundwater recharge is preserved. The water use analysis indicates that water use increase can be avoided or limited to a small increase. Groundwater recharge potential can be protected through land and water use regulations (this is particularly important on the nearly flat terrace near the center of the island, of which the Marks' upper parcel is a part. Under these conditions, impacts to the local wells will be avoided. ' Impacts' were not further quantified because the concepts discusse~. åbÞ~i_~rl?vÚie , reasonable probability that the aquifer will not be degraded by the proposF¡fITF' ¡U.·: MAY 1 9 2003 t"" Recommendations I L_,_.. ......__.......'._._... ".~_.....'_.___¡ f¡rf·rrr;(r··~·' (í\ítNT\J We recommend that the Mandatory Actions listed for development in ~ih:-M~~i.:· fZ~:.~.~F¡/ENl and Marrowstone Island SIPZ (OOC 3.6.5 - Groundwater Protection/Seawater Intrusion ~ 1 ¡ ~: ~ ¡ t¡ ~ i i; :U! :~;.1: ! Page 7 PgG -~--" Amendments) be required for approval of the proposed construction. These actions are listed below along with other recommendations specific to these parcels and wells: 1. Water meters should be installed on the dug well and well ACC059. Meter readings should be made in accordance with any coordinated effort for the island, or at least quarterly. 2. Samples of water should be collected from each well and analyzed for chloride, in coordination with any program coordinated by the County. 3. A minimum 1000 gallon storage tank is required along with a pump for well ACC059 that is designed to provide the required flow at reduced drawdown in the well (by increasing pumping time duration, and reducing pumping rate). The maximum allowed pumping rate for each property is 3 gpm (Jefferson County Water Conservation List, October 25, 2002). In addition, the volume pumped from each well is limited to 1000 gpd. Retrofitting the dug well with a new pump and storage tank will not achieve much because the large diameter of the well bore already provides a large in-ground storage capacity. The large well bore and storage capacity naturally reduce drawdown spikes in the dug well. 4. Well ACC057 should be properly decommissioned, or converted to a monitoring location incoordination with a County program, if desired. 5. All current water fixtures should be replaced with low-flow fixtures, and low-flow fixtures should be used in all new construction. 6. Intercepted precipitation (roof drains, road runoff, etc) should be detained, and infiltrated to the extent possible, by approved means. (See the paragraph below regarding use of catchment water for irrigation.) 7. The Water Conservation Measures List stipulates that well water cannot be used to irrigate lawns or gardens, but that roof and other run off can be retained in a catchment and used for irrigation. Depending on whether the cabin is retained or not, this measure may be urtnecessary to achieve a zero-net-impact based on the water use analysis in this report. Because of the limited volume of typical catchments, implementing this measure could result in a reduction in total water use on the Marks' parcels if implemented for new and existing water supplies. The owner may therefore wish to limit this restriction to the new construction, and maintain limited irrigation capacity from the· dug well, if 'allowed by the County through this permitting process. An increase in irrigation could increase future water use compared to historical uses and should be avoided. 8. Current conditions wherein shallow groundwater and standing surface water on the upper parcel accumulate and infiltrate should be maintained. That parcel should therefore not be artificially drained. Also, any east-west elongate excavation that connects the upper and 10~t?r pjl[qeJ.s...sh~u!d;;~~ Jnlc~ll<¡:d in a manner that limits shallow groundwater mo!V'~r((w(fþi~1h~ ~þ.c1i;~~1Œ.\l. . ¡ ¡ \ ;. '. f ,.- "-,-~"""~,,,,, 1\ '\ It \ 1\'\' ~ l :,..' ~~.'. ! t \\í"'1'\ MAY 1 9 2003 i ,"p'g'a Page 8 -- \;iJijNT'Ý ~ '/t ~.\jr< Closing We trust this report meets your needs. Please call if you have questions or concerns. Respectfully, ~~nz;rGroup Charles T, ~n Principal Attachments I. Table 1. Project Desctiption 2. Table 2. Water Use Estimates 3. Figure 1. Project LocatioQ. and Wells 4. Well logs for ACC057 and ACC059 5. Well test record for ACC059 6. Twiss Analytical Report for well ACC059 7. Water Conservation Measures List 8. UDC 3.6.5 as amended 9. ' References ;..;: Page 9 _~1 ... l ~~~'~\\' \. --------,.- . \ t ¡ \,.~.,\ : j f : I \ ,\ MAY 19 2003 !¡dl¡ , i : . i i C r' r~-~:;ðV~~;;·:?¡·:-·C(:1'{':J~~:·~~~N1 \ ...--.-...........-..-....... 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I-~ ~ C'~'-T'-" I/'J ~ I/'J Q) :E 2 \ \. ....-~ " ~ (") o o ~ v .- -- v Parcel with County Groundwater Chloride Concentration H = Greater than 100 mg/L L = Less than 100 mg/L County reports data where no wells appear to exist. o Confirmed Well (many are unused) ~ ''',....~~..... ~ MAY 1 9 æœ FIGURE 1 : Marks' Parcels and Local Wells ~,,' [pgG \,.J J +--,._,,_._._~-_..._- ----.,----."..- File Original and Ani Copy with Depørtmenlof Ecology Seœnd Copy -Owner's Copy ThIrd Copy - Drlfter's Copy WATER WELL REPORT STATE OF WASHINGTON Start Card No. ú/-CJ6?/ 709 UNIQUE WELll.D.. ¡jé'C. () S-7 Water RIghi Pennlt No. ('I) OWNER: Nama~t.Æ'..tð::r -.R~ £u./S AdcRss $tJ,Ib.,x~:S ~Jn/U4. 98j',S~ (2) LOCATION OF well: CamIy œ~JtI . 5ItJ 114~1I4Seç~T. ~ N.,R /Fw». (28) STREET ADDRESSOFWELl'ornearesla:kRss)~ði""'~~~~ Aà I/~.o,/d,. PEß~ (3) PROPOSeD USE: 11\ Dom8Slk: o krlgQlion o DsWaler Municipal 0 Other 0 Induslrial 0 Tesl We. 0 (4) 1YPE OF WORK' Oovner'snumbørofwall / . (If more than onB) _ AbBndoned 0 New weD 'g, MeUlod: Dug 0 Deepened 0 Cable 0 Reconãfoned 0 hie Rotary 18. (5) DIMENSIONS: Dlømetør of wen tP II Drilled L".r:J' vO !eeL DspthofcomplBledweU Bored 0 tJJ1venO . Jetted 0 Inches. n. .:r;;¿ (8) CONSTRUCTION DETAILS: Ces/ng Installed: 6"·· Dfam. from ..,. P- n'::'~1aI1ed1 ~. Clarn. from 3 S-. Threaded 0 ~. DIam. from q~ 11.10 37 ft. to .37 ft. to 6:2. Type 0/ pørforaIor used SIZE 01 pødoraVons perfcr¡¡tions from perforaliDns from perforations from In. by 11.10 11..10 ft.1o Screens: Yes ~ No 0 ManuIac:uer's Name í7ºt11t(·~ Type ~.><:2J¡P/c lfu-åt;&:rJ' Dram,ew/~size , Ol~ from 87 Diam. Slot size from Gravel pecked: Yes 0 No 0 Size of grayer Gravel p/IIced Iran It. \0 Surface see!: Yes ~. No 0 To what depVt? /8..' ModIIñeI used In seal ~ ~;?:>Q/nF Did any straIa conIa/n LI1Usab/e wa\IIr? Yes 0 No J&. ' Type 0/ waI8r?;'; Depth of strata Møthcd of sealn slrala 01 Model No. ILIo 9..2- ft.1o (7) PUMP: Maourachnr's Name Type: - H.P. (8) WATER lEVELS: I.Jn..surface .levalÏCll I -,;:-.;.:/ above Illßan SM level _ 11.- SIalic"""" ~ t.be1owlDpolwell Dele /V-I'¥-Yr Maslan p¡es$aM Ibs. per square inch Dele Ar1esIan wahrla a:>I1IIoIIed by (CIII. YIIMI, 011:.) (9) WELL TESTS: Drawdown IUl110unt water level is lowered be1aw static level Was a pump test made? Yes 0 . No ~ If yes, by whom? ' YI&Id: gølJrnin. with ft. ckawdown after hrs. .. .. .. .. .. .. ~ data (Iime'1aken as zero when pump turned 01) (water level ~red from well lop 10 WIlier Ievit1) l1me Wa1ur Level Trne Water LewI 1Irne Waler Level , .:'~- ...... ""Po '...&1t.~~ .., ,- Date 0/ tøst Ballertøst~QIIIJrnh.with I" AIrtesI ga/JrnIrI. with stem set øt AI\esIan 11IM g.p.m. ()Q\8 Tempera1ure ofW3ter _ Was a chemical ønelys19 made? Yes 0 No I]f :J Ð -l{S:"' PPll1 (¡Ji.Cr~ ì:>cr It. drawdovm after :::. ILIor ECY 050·1-20 (9/93) .., ...... (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION Formallon: Describe by color. chÐIacIer, glza of rnale~aI and sIruc1uIe. and shol¥ Ihlè1cness 01 BqJIh!rs and 110 Willi and MIUra orb ma1erlal1n eac:h l!r.11um penetrated, wtth III leas! one ontty lor each change Dr Informallon. n. ft. ft. MATERIAL FROM TO n~ -.::: -:r",'¿ 0 I I~A~-:W S. ,_ A v.-~..4Va I ~ ß¡t¿~,-W -. 'I!:~ J<.C~4'lt5 3 2..s.-' C'l:tll'fJ ~ I ~-.-.. ),-~dT ZS- 33: , w¿'l10?_ ~~R4trR.. . S"þ?~~" 33 3r ~ JhtJ.Rð CtAY ~r- 37 ~1.JAlI~rJ~.tf!~V J,e;AfG"S'~O '% H ~2... ßa:x.'" ,..._- ~Muk-~ 9~ 9'5 .- A_.. -C:;WDS:;-¡;'Aj~ 9.s- S8 In. It. ft. ft. '; ~ r"\-;~ ~ ..;~ ,. , , '.i ¡.~ . ': "...\ ¡':~', ..'~ .~...~.... T' \~ \ '. . ^ -M'J !iu' MAl I:J -, .. ,.~... .,', . \<.~ ". ., .¡ ¡-..'.--" P ': t .. ;.;:¡i \ , , j - ( a. ft. \ \ ..-.,.,--,~" (:j)\ \lilY :,"},:- r ~ '-~.,:·~~;~::::¡;;;\'r\ CF'''t_':.~~~ Ott"! ..,..~,~,~._..:."",,<...,",._,,.._.~._"''''' = ::: ,...., -" .. '- r>" '-- I::: - -, ,..... ~ . ' .... - II. .... þ' -.- ~ II. ., :; - . '~ ': :- - ::'"... \.-'0: I 1 -- .:: - WodtSlarled /0-'3 . ID-I,/ .19.î:C" 19.~ " WELL CONSTRUCTOR CERTIFICATION: I constructed and/or accept responslbllily tor construction of \tis we.. and lis co/1¥lllance wIIh an YehIngIon well conslnJcllon standards. Malerlals used and the information repot1ed sboYe are true 10 my beslllnowledge and belief. NAME S;"'Z>~ ~~LÛl-6 a~ d1~, tl'l:RSON,FIRM,OR~ (lYPEORPR1N1) Address ?a k~/6=-?d/å..I?è- 9~J'S2- (SIgned) ~ _"~ ~ _ Uceose No. /P.?~ (WaL DfII " ConIracIor's ~/~~/S'7~ Date Pð~ /.s- (USE ADDITIONAL SHEETS IF NECESSARY) .19~ 1Ys. In. Ecology Is an Equal OpportunIty and Affirmative Action employer. For spe- cial accommodation needs, contact the Water Resources Program at (206) 407-6600. The TDD number is (206) 407-6006. o r " Ale Original and Anlt Copy 1MI\h Department of Ecology Second Copy - OWner's Copy ThIrd Copy - Driller's Copy WATER WELL REPORT STATE OF WASHINGTON SlIlIt Card No. /t.J -ot::./7/0 UNIQUE WELL I.D.' /iee os-? " Water RIght Perm" No. (1) OWNER: Naroo~£";.d.t'.r -/l~£Zd.5. (2) LOCATION OF WElL: CoœIy J~t:W (28) STREET ADDRESS OF WEll(orI>ellœS\a:ti1!ss) éfIk r e~ ?bB2.. ~ Æo Aàtess 8Jr~V lG.s .u~~. Æt3~-¡j - .:i'øL..114-.AIiJL 114 See !f3 '[ .sb No. R /ê w.u. ~øRÞ~¿¡!<J.?B~ (3) PROPOSED USE: ~ DomesIi: Industrial 0 Municipal 0 (10) WELL LOG or ABANDONMENT PROCEDURE DESCRIPTION o lnigll/lon TeS1 Well 0 Other 0 Formetlon: DlISCrIbo by color. dwaclør. size of II1<IlalIal and 51rucIunI. and ~ thickness DIIlqlJIfeB 0 DeWa1ør srxl t.e Idnd and !l81urD Df !he malllrlelln each s1raIurn pen&lraled, wfth slleasl Dß8 entry fat each (4) TYPE OF WORK: ON/Ier's number of we' :2- ch~ of InIDnnaIlon. (~ mol8lhan 0l1Il) IImAlA!. FROM TO Abandoned 0 New well II Uø1hod: DUll 0 Bored 0 J ~¿''''N ~,,'.'=L Deepened 0 Cable 0 DrlvenD &Þ I ReconrJIIoned 0 ð'Î'- AoIaIy Q Jelled 0 ~1ÌÛ.W ~!~... &Av re.. / 2- (5) DIMENSIONS: DIameter of W9I 6" Inc;hes. ',O_ W bd.,_.F__. . ;,,~ P.r :L 2.D Drilled ~ feet. Depth of completed we' ~ ft. ~_~-!"'" ó:~~ 20 go (W fi~ SdN..o w/~ :5& 3.£- (6) CONSTRUCßON DETAILS: S/'-(," ..s:øsI'.t'V aw ""~~ 3s- i:/l/ Casing Instilled: 611 · DIam. from -r,:J. ilia n. '-!tNc~/Š/l- ~...v ¡VA ' -1'7' $'7:1 Welded B ~n · DJam'~~1a 3/ It. .- ~b~ . WY ....~ot-f... $'Y Uner k1sIaJ!ad¥} 5' · Dlam.1rom 11.10 .~z¡¡;,~ S-ò Threaded ft. . .. ~.. ~u Perforations: Yes 0 No J8{ 1YPe of pedoralor used S1Zëofpetforatlons In. by In. perforations from IlIO 11. perforations from 11.10 I\. .,~ ,,' '., - ,," perforaIons from /L1o I\. ¡ ',\ ¡;" '~!.i ;i ,; : " ....,J Sçreens: Yes þil]' NoD '" ' î" - .....p...~"~ Manufac1urer-s N8II1II \ ¡'.;:', : - lÿpe Model No. ~ \ i '_ ~ UAY 1 ~ LWJ : !C:.-. : èf: D1am.5'~sIze , ð/,r 3~ 3'- ....":\. Clam. ,,",'àlot size from 1\.10 I\. ! ~ ' ( ;"""-::: ; r.~ , ,008 S"I , .; r from 111 1\.10 II. l \ -- .................... .."'............£.......>......,.,.~......,.....~~..:~ 1 -~.;..... . \ t::: r-.... Gravel packed: Yes D No 12\ Size Df gravel jtFFi'\,::',U,;\.\A'~.',t., "'''iZ:r~~' ; . . ~; Gravel pieced lrom /LID n. i OFt! \)r ..' ..: )i";;~ ... : , _~,"'V __. . .-.........- -.¡ -. . .-..... .",.~......,...._.. '> Surface seal: Yes9.. No 0 TowhatdepCh? 18' II. --.. -, Material usedlnaal ;?O~ .Bê1V?MfI;;:J-- .. , -. -'" - ,~ . -. Did any sIraIa COIIIaIn ~ v.aIÐr? Yes D No Ia. '~ - tJ 1..- . . ~ ~ Type of water? ..,. DepCh of slrata - Llelhod of sealing strata 011 {7} PUMP: MllflUlactulÐf's Name - 1)'pe: H.p. (8) WATER LEVB.S: UnckurIace ø.vaØon Work Stalled 11J-/9 .19. CompIeIed lo~17 .19 9-: , ab<we /Men ...1eveI II. SIalic level :2..7 It. below lop 0/ WIll DaIII ¿D -/7 -9r- WELL CONSTRUCTOR CERllFlCATlON: Ar1eslan lflSSUQI bs.persquantlnch Date Ar1esIan oraIsr Is conIrolled by (Cap. VIIIYe. et:.) I constructed and/or accept responsibility for cons'rucIlOn of this weD, end its compliance willi al WIshIngton weD construclion sIandIwds. Materials used and (9) WELL TESTS: ÐrõIWdown is illllount wawleYells lowered below stat1c I8wI the infonna1Jon reported above arlt true to my best knowledge and beRet. Was a pilmp lest mede? Yes 0 Nag. If yes. by'lrdIom? NAME ~/~~ø;i~ c;~" ytekl: IIal.lmin. will! Il drawdown alt8r In. 1f'ERSOIf, 011 CORi'OIWJCJNI E OR PAINT) " " .. .. -"'~£~~;.@_~2 .. .. " .. Recovery data (lime taken as;uNO when pump IUmed ~ (WiI1eT level meesured 110m MI (SIgnad)' license No. /0 ? $ lop \0 wider hwiII) ~ ~ORIU.ER , TIme Water level T_ WalerLeveI 1lrne Walerløve/ Contraclor's ~~/C.oc::--/.K7A..S~ Dale .19_ Dale of test (USE ADDITIONAL SHEETS IF NECESSARY) Bailer IÐSI ~galJlI1In. willi 5- ft. drawdown alter ~ hIS. Alr\GS\ - gal./mIn. willi SI8m set at - It. for - hIS. Ecology Is an Equal Opportunity and Affimlatlve Action employer. For spa- ArIesIan !low g.p.m. Dole cia! accom~atlon needs. contact the Water Resources Program at (206) Temperalul1l of water_Was a chemical analysis made? Yes 0 NoD 407-6600. The TDD number is (206) 407-6006. ~ ECY 050-1-20 (9/93) .. I ..... o ~-.. PPfX-17 -2ØØ0 02: 35P FROt'1: Ra d i r' ac k 3011 : -) . 'Htrß ~ONN L- SCÐ1] ~M [£1A-jE trHtJ ð L- f) D fZTO N &,. -- ~1 13503854:.95 P: 1/3 fxw'&l fiú J w~m W!U OIILLIHO , P1JM, SALE.$ AND SUVICE , IUIGATION, COMMUNITY AND DOMunc lY,ua. sYSTf.MS TEST D~IWNG ( WII.L "W'NS SWÎCan Drilling C.m,any I In.. ~ "O«T~. WASH. It'-, 3.1<>.115 -116.2057 St'QOlM. WASH. ".0.10. 161 - 6n.SSIO ----- --' i()~ lJm Þ{ , () , flCe., D1'7 d.'f,¡Z 6fff7 GfJUI~ ,2B~) ~ ~ JAJ Þ. .4 2es'S~'\ ~ VOID / --- -r ---- N bJ- IT' s ;:~ .. .~. MAY 1,9 2003 . . t. I , f ;¡.: ;:[i';:;;;'¡;~;^";j:;-J ¡, , ,'., dh .J" ("1,,,.1 Y f'" "Ee. (~!r C¡'·,t.~, ,.. ''',', "¡~,,,. (..~,.. , l. .r L ..r ; t,,';Ì'1,¥i 'i'" 1 \ ~..'.,-t,~. .}f",'/:t''t """~"'·--''''···''·_·_·~_''''~n..''''''''' ".,_." _",_,_,_, ~ '0 \ J;;;r ~ Cf!!JJU \ I~lð ~ Ò~~ , -~C'---' \, - -----...../ .L ~ weu. "P'" 2-"'- o /ie£.- O~ "3 GP/11 (jNU.:¡i:- 2.g~) , 09/14/2000 14:14 3503853440 GRACE PAGE 03 , "'-"-h,~~W'~fflf;~_ , r---- ¡r~~:..":(,: .:::¡ : Ô'\'\ ':L_~_~.~~ll · n , ..... A- ,'; " L1 " 1'\ i .'i fff eWe COUNTY. . :-Q.!.f-çjJ,\.a..,,- ..:..:~![ º..,"'-... --. ... ------- ...... . p.. t U!'P, "" rfJ~':.'",' ":'~~'~~PME' . c.¡~. ::r.~~._e~.~ . . .. . '_. . '. . ...·.~~8S.~. L¡ J 15' '" ". """"'" "~H ~" " ~ _t,.,. $S,ti:. R. ec-l /?St:4..;. '" H. __ . ~ 'i5~-=_':1 1'1'-':: __.E")I:.__ Bayview Pumps P. 0, Box 370 Port Hadlock, WA 98339 (360) 379-8000 . --.. '" -. - -'- -, . '-----'..--. "-'" .-...... '. '.. --'" --- -"- . "'" '0,....... I"'" '_....._. _. ..." '_"". .', ~..,~..,_.. _".~ . ' I .R'lL-&,¥.TfST_~.0.w ~~T",sL. "t: I<!~l(.:tt lief,. 0,5 ~1 ,,- '. . ~~.~!1''!~_. t \\-<O.JI 0'(0, I~A $:Io(~, 11\5Io,-M'~""~."'=_I>\<I'SI~~ .... . . . ~~¡ð --.\"" --t.J~.t.l(Jd.o('! 1\ <Ù~.,{..w .~"'" <::l. pv~q(N~~..:£ò( ~... ¡. ~QV¡-s.,__.Ç.oH.fC.t~~ W.\1:'-«'. ~1'1t'ks, W~.t<!4t~..LY4.$., -- --- .ç.k~L,~. :-C:-~!¢!'J~) 1:L~. T~1?-1.Þl.( T wf~L.L.:~s ,.ß~vi1:L. '.. . Ñt,~~~~ -'c.l\[~ . t~á.. b:t.Jo!1¿,.. . __. . . H.... _". .. . . "._ _,,_ ....:11.1"\£ '" ~ 't" v(..! G-4.!Ol\S ~~,J" FIO'{) rg-e. }J 0 T(. 2.... q-I-oo . 8 . ~ 3'(/' '. . l'r.sìrfLior -- 11> ;..LfLðl'\..___. ..... . --- '.. . C>. :::-. º. "" "'" --.-.._(L. ?p"'P.-._.3.~"\. I~.L~~ . . .-- ----..~~~~' '.,.__ 5. ~::. ~L¡ .... '. . ,. H'UJ.djs._ . ...?i.. 10:5'D . 38'1" tilA- liD 3.1~ Lj ...-...----, '.. --'-.---------.--- ."-- - '--.. . _h_ -'''-''-'--'-- . "- ..--_....._. ..__,._.. -.....h _.., ,.. '~._h, '......~..h ._~.. ... II : ð~.u. 38' /".~ ~.~J?? .u_._____,,~_'.}___ .5":. .. .II:'$"" 3'ì'(i'' (;7- ~Qo .' I.j, ~1 ~ ."-- ..--.--.- .-----.-- .... ...... " . .--- .....,- .. .-. -. ...,. .... ".. - ....- ..... ...-.._-_..-..,~~..~.,' . --~ ~,., ...,...~....,- ,~- ulI ~ 35"" ð"t' ,:>'1 Î 1 - ?'1.1 3, s:s- Lj , . - . " . "'- .-..--.-..--- -.~ n__._ " '.., ._.._......,' ..... _ .__. ...... _.... "'_.. _._ . .... ._._.. "_._, ,... ._~ .,~ .. '.~.. _ ...II ~..~?"' ..... ... u.5Y}: ....... ,'3..1.':::. '33f:¡ '. '" .'.u?-'_'}.~.... ....... ~ i J ~.: nl ~.. -"'" ~~'.. t.:: "....n.~2':.. ~.I 7 . 3, <¡ 8' 3 - ',. -.. -.... .. -" ---. '. ...... --. "--.. .. '.. -,~-,-." ,. \ );; (~ . .. .n.$~' J.': . .R7 - 4Lt4 3. %' , .. . -.... -------,--. -. .-,.... -.--------....~,-.~.-~..~.., -~.~Y\.e!_...... " -.. -. --... .~.. "-'" -. .... .. . . '-"" "-'- -.. -_. -... -..., '"'- --. "'- --- '-.--... '--.. :.- '" --.. -- '''-'.,-, ,. V"'/V'f/~VVv tV.,V4f f"l'\^ .JO!..,.lt tõJ"'" I~V Iw!~~~^n^LYIL~^L ~-~_M~^ 13- """188 . ANALYTICAL, INC 26280 Twelve Trees Lane, SuJte C Poulsbo, Washinoton 98370 WATER BACTERIOLOGICAL ANALYSIS SAMPLE COllECTION: READ INSTRUCTIONS ON BACK OF GOlDENROD COPY If 'nstructlont ate not followed, sample will be ,.¡.ct~. DATE COlLECTED TIME COLLECTEO ~/ 1)1.1 / YUoII ~:~ -£ l 00 AM PM TYPe OF SYSTEM IF PUBLIC SYSTEM, COMPLETE o PU91.IC lliTIJJ ~IVIOUAL .II.D, No, . CIRCLE GROUP (-...,,~ . . A 8 NAME OF SYSTEM A«-.. oS'" COUNTY NAME ~VSo"" SPECIflClOCATION WlfEAE SAMPI.E cou.eCTEO TEU,PHONE NO~Î ~ c;.o~ DAY (3Cpo ? \ g-.c:;¡ f.,.J e.U \a¿~~ eVENING ( ) SYSTeM OWNEFllMGR.: (Name) SAMPLe COLLEcreD BY: (Name) ¡'!.ttJ(; ~ SOURCE TYPE;. _ DGAOUND WATER UNDER SUA FACE INFLU£NCE o SURfACE tk"ièLL or 0 SPRING (J PURCHASED or Q COMelNATION . WEll FIELD ~RTIE or OTHER SEND REPORT TO: (PrkIIFIIIINIITIt, Addte.und ZIp CodeJ ~. o ~EJEAT SAMPLe PrOViOUC COliform pr."nçe Lab . Date_'_I_ Q RAW SOIJACE WATER $QUIÇO .{~J CD 0 Total ColUotm R'mw CONSTRUCTION or REPAIRS 0 Ftca! Colifo~ D OTHER (Specify, REMARKS: (lAB USE 0Nt.V) DNNI(INQ WAteR RESUI.TS D UN~ATlSFÂCTORY. COIi1ormt ørt~"t ø.g~TSFACTOAV, oIiIormt absenl AEPEAT o E. COli present o E. Coli absent SAMPLES REQUIRED Qrtcal pr..en1 o Focal abstnl OTHER LA8ORATOKr RESIA.TS TOTAL COLIFORM _/100 mI e.COlI_f100ml FECAL COUFORM-,--/100 mI PLA'TE COUNT ~ ImI ANOTHER SAMPLE REOUIRED ~AMPLE NOT TESTED 8eCAUSE: TEST UNSUITABLE BECAUSE: o Silmpln lOa old o Confllltnt OrOwth [J Wrong ÇO1t1lner !:J TNTC o Inccmø/ele form o TIKbIØ Cl,J/ture Q o ExcGcs doÞric "'::"..... ,""f"'\ ".-. ........n "'~nv Ii!! Vl.·¿{Vl.·.;j f'<,~ .... ..,,"'-=-::;';" IF' (;\;1; (,. .~;t ,- >·'1 i '.' r:---~-_:::,...':,~[ :rJ MAY 1 9 2Dœ r·r·'·';~~·~ ",,[1r~, f 'Tl ;¡,'[W, V~fV~f~VVv IV V~ r^^ Jovrr~~I~V IW!~~~^N^LYI!~^L~-~_M~^ I2J VV:';¡ VV:'; TWISS ANALYTICAL LABORATORIES, INC. 2\S280 Twdv~ Trees une. SuìteC Poultbo, WA 98)70 Tclcphonr(360)779-H41 FAX ()GO) 719.~lSO INORGANIC CHEMICALS (IOC5) REPORT .., Systcm lD No: Private Syslem ~~:nc: ACe 059 LablSample No: 01049502 DJ[c Collected: 9/1/00 '-- !-Multiple Sourcc$: Sample Typ\:: R .-. ._- . . . Dale Received: 9/ t/OO OHio Reporlcd: 918/{I() 1--- -.,.. I' - .. -...---.. . ----..- Date Prepared: Dale An<tI~:7.cd: 9/6/00 County: Jefferson ....--. - -------------.. .-. .--.-..-.. Sample Loca1ion: Welt Head ..---.- . ........ .- .. .. .. ... .. ..- Send Report To: Ðayvicw Pumps, Inc. Bill' PO Bo~ 370 }JOrt Hadlocl<. W A 9&339 - _. .- .._- DOH Source No: -.----.-- ,~;lInpJc Purpose: B S· ST >¢, '-__~_ ~ .,-- _._~~e,C~I,s,a_~: U ~ ._, _...... An¡¡lt~~~___~.p ____. ___" .. Cì~~\lp: _ .'__~ "-..---. .-----.... L'" . .-.., . fo: -......---. . -~.-----". .. .---..... flIC!.? lI/y(n; SRL: Triuer Level: MCL: (lJJ\: ND: < {O.OOl}; (State RC(IOI\in& Levd). indi~t~5Ihc minimum TCJ'Ol1inS le\'~1 m¡UiTtd hy IIw Willihin&\OoI l)..'f'öIrlntcnt orli<CÕlhh (f)Of t). DoH Orinkin, WAter T~ level. S~\!II; whit Ç()II1J',,(tnœ.dct,-.:tcd~t ~nll-:\li')"i in ,:;o¡"" orlli~ Jçvcl nn: rc'tllir.:d to IÐk~ /ltklitiollll un1rlCl. Con your regional 00« olIiée for funJlCf inronnUlion. (M~m ConliminJII\lI..c:...~I). If Ih~ COn!;lmill~nlllmouul ,))«:~.ro.-lh~ MCI" 'mm.:dì:lt~Jy CQlllõl~1 )I<)\lf r~gÍQnMII)oJ I am~;:, (lI/ol Analyzed). in the T~lt~ ,'nlmUII ilUtjC;¡1~ Ihi~ \,\)II1P"1I11\I ";¡. nUl ill...",Ik,! IIIlh~ "'''IT~II :1II:tI~'J(I~ (Not Ik\tC\tII). in the r..'qIt~ c:olunul ;m"IIIII.'1' lI,i~ '''II1If'UUoo \\.1.. ¡maly,':d ;¡nd IIQ dct":l.'led;t1 it k-wl tr'''''''r than or ~""I;¡IIO Ihe Sit I. ûtctkalq \he GOmI<)\tnd _ lIot d..'1<:çl.:d in tho! \:&11'rk :11 I)' :l1"hC 111':- ~")I~\.'1Ilr;¡tlOn ",..ic;.t...... ~; C..mml!ftb: ¡ ~..""~'~... rr~ ~H~ ~~;,~,~':f~"··'·'!r::··~nr;:·~t'·-~f':=~~< f § ~ ~"....~ ~ i't:.t~ ~~ ~t:. h ~'u ¡;'--,;; . 'h~>. ~ ! ¡ i' !! .6 \~r,¡ L" ¡j \I.! r.;-., i ¡ \ 'II ¡ ¡I' ~-"'--~.."-".~..~"...~-~; I ¡ h f~.,~·." f j ill ~ ji f·...\ · ;! ¡ ; ¡ i H I ¡: I ¡! l' \ P ¡ ¡ ¡ MAY 1 9 2003' ! I t,jl ¡ r l ¡.,.! i ....~, ; f: , I ¡ I L.__...__ .\ i ¡ jEHERS·ON COUNTY . .. I LS~~ Fì:;!;::_~O r~~jr.\_!22~.~~E LOP'~~.!.J Twiss LabQralory Number: 25551 Page