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SEP99-0082 - SEP Determinations - 6/3/1999
SEP99-0082 MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Planning-Landfill-Utilities MITIGATED DETERMINATION OF NONSIGNIFICANCE (WAC 197-11-350) Description of Proposal : To clear cut 1.76 acres of even-aged timber of a 2 .49 acre tract, removal of the 12MBF will be by rubber tired skidder. The applicant has indicated that 70% of the volume will be removed leaving 20 trees per acre. The construction of a 10, 000 square foot church with 64 permanent parking spaces and 24 temporary parking spaces for overflow. The applicant has also indicated that 1, 000 cubic yards of material will be moved on the site. Building permit will be required for the church and a grading permit will be required for the earth moving. Proponent : N. MASON UNITED METHODIST CHUB Location of Proposal : 25140 ME STATE ROUTE 3 BELFAIR PARCEL#:123214300000 SW SE EX SEE BLA #93-22 AF #561021 NE 25140 STATE ROUTE 3 The site is located in a portion of the SW 1/4 of the SE 1/4 of Section 21, Township 23 N. , Range 1 W. W.M. Mason County. Lead Agency: MASON COUNTY The Lead Agency for this proposal has determined that it does not have a probable significant adverse impact on the environment . An Environmental Impact Statement (EIS) is not required under RCW 43 .21C. 030 (2) (c) . This decision was made after review of a completed Environmental Checklist and other information on file with the Lead Agency. This information is available to the public upon request . MITIGATION MEASURES ARE ATTACHED. Please contact WAO at ext. with any questions . This DNS is issued under 197-11-350 (2) , the Lead Agency will not act on this proposal for 14 days from the date below. Comments must be submitted by 06/17/99 . DATE: 06 3/99 Signature of r sp sible official Date Responsible Official : Gary Yando Director of Community Development 426 W. Cedar, SKOKOMISH TRIBE (2) HCCC P0,90,k 5--?%? DOE FPD #z(d,,A-'E,e �� G✓H 9dS8�{ WDF&W MCPW DNR APPLICANT 1 PO BOX 578 Shelton, WA 98584 (360) 427-9670 MIT—DNS, rev: 08/23/96 ti GARY YANDO,DIRECTOR SON.STgTFO P 'c lk- o A u DEPARTMENT OF COMMUNITY DEVELOPMENT o T = PLANNING -SOLID WASTE-UTILITIES 2� N Y y BLDG. I * 411 N. 5TH ST. e P.O. BOX 578 of �o SHELTON,WA 98584 • (360) 427-9670 1864 June 2, 1999 Mr. Pat McCullough, P.E. 210 NE Cherokee Beach Rd. Belfair, WA 98528 RE: N. Mason Methodist Church Forest Practice Application Dear Pat: The Mason County Department of Community Development would like to inform you that, at this time any building permit or other development applications for the N. Mason Methodist Church may be affected by an order of invalidity issued by Western Washington's Growth Management Hearings Board (See attached Notice to Applicants, RCW). pursuant to RCW 36.70A.302. The portion of the County's Development Regulations which was found to be invalid that pertains to your proposal is Section 1.03.020, Matrix of Permitted Uses of the Mason County Comprehensive Plan. We will process the forest practice application SEPA checklist, which identifies that you will be harvesting the timber, moving approximately 1,000 cubic yards of native material and that you propose to construct a 10,000 square foot church with 64 permanent parking spots and 24 temporary parking spots. If this proposal is controlled by the order of invalidity, then any approvals would need to comply with those future regulations which are accepted by the State Hearings Board. If you have any problems regarding this letter, please contact Bob Fink(ext. 366) or Gary Yando (ext.270) at (360) 427-9670. Since ely, ndy N ff Subdivision Planner Y. Recycled q-S GARY YANDO,DIR.EMR ' �FI'A.R 'PLANNING�SOLD7.WAS'I'E T7.I-U .1ZT�?SPrJ� .. o >K Y BLDG.i * 411 N.571 ST. • P.O.BOX 578 �b SHELTON,WA_98584 • (360)427r9670 NOTICE TOAPPLICANT From Gary Yando,Director January 25, 1999 On January 14, 19.99, the Westem Washington Growth Management Hearings Board issued a Final Decision and Order regarding Case No. 96-2-0023. The Growth Management Hearings . "Board order invalidates a portion of the Mason County Comprehensive Plan and portions of the . -Mason County Platting Ordinance and Development Regulations. $OW VPILL ZHIS A.FFECT YOU? All permit and/or development applications submitted to Mason.County after the date of the-Growth Management Hearings Board order(after January-14, 1999) are subject to this order. New applications for development vest to the local ordinance or, resolution-that is determined by the Hearings Board not -to substantially interfere with.the fulfillment of the goals of the Growth Management Act. Until the invalidity is removed, the Legal status of applications cannot be ascertained. The Mason County Board of Commissioners has directed county staff to�continue to aooept applications.for'new non-residential development, subdivisions, large lot,plats, and short plats and review them for completeness. `Complete applications for these types of development will be held by the county until the order.of Invalidity is lifted,'During the period of invalidity, such a development permit application Is not vested by application.nor by a determination of completeness. Single-family .construction and the expansion or remodeling of development existing before the receipt of the Hearing.Boards order and on a lot existing before the.order are not affected. Please.refer to RCW 36.70A.-802 for additional details. The portions invalidated are as follows: The Mason County Comprehensive Plan Section III-3 Rural Lands; Ordinance 1#82-96, Development Regulations, Section 1.02.042 General Rural Areas, Section 1.02.044-Rural Activity Centers, Section 1.02.047 Resource Conservation Master Plan, Section 1.02.048 Worling Rural Areas, Section 1.03.020 Matrix of Permitted Uses, and Section 1.03.032 Minimum Lot Sizes; and Ordinance#82-96, Amendments to Title 16, Plats and Subdivisions, Section 16.22.039 Mixed Uses "as it applies only to Rural Activity Centers and Rural Community Centers." Recycled teA a ,P ? NOTICE Tb D L` YL`1JV a���.�-r+�.�il.til\J.►7 W� `'-iL•�' i S January 25, 1999 ;- Page t , Copies of the Hearings Board orders are available for review at the reception counters of the Department of Community Development, opment, the Perrot Assistance Center, and the&lvinonmental Health Department., All permit applicants are encouraged to review these orders carefully as they may affect the legal rights of any application filed after January 14, 1999. The current situation is a temporary one, but it is unclear how long it may continue. The county has 180 days to comply with the Final Decision and Order. -RCW 36.70A.302 Determination of invalidity— (4)D•the ordinance that-ado a vt~tfing of derdopmetit permt Omt�, 1 A P� plan or dcvclo lause boat determine,that � ( ) regulation uader:thIs�ohapter Includes a savingsciausc aru�y part or.all of a eoa eheasive Plan Intended to revive prior-rolici6s or regulations in.the eveat of development regulations are invalid If the board: the neW plan or regulations am determined to be invalid,the (a) Makes a finding of noncompliance and issues an board shall determine under-subsection(1).of this section order of remand under RCW 36.70A-IM, I whether the prior policies or regu�otu are�d:d (b)Irticiodes is the final order a determination, supported ' period of remand. the by of fact and conclusions of law,that the continued (S)A county or city subject to a determination of validity of part or parts of the plan or regulation would " invalidity may adopt interim controls and.0ther measures to aAntmdally Interfere with the fulfillment of the goals of this be dchapter and.- o effect until-I t adopts-a comprctrcasive plan and development regulations.that aompIy with the requirements (c) Specifies in the final order the particular part or of d4s chapter. A developramtpdrmlt application Wray vest puts of the plea or regulation that arc determined to be Ada an Interim control m.•�•�n detemination by Invalid, and thereasonsiLion for their invalidity. the board that the Iatetita•contmls and other measures do not (2)A determination of Invalidity is prospective In effect substantially fated=with the fitIfrllnicut of the goals of this and does not extinguish rights that vested under state or local cutter. law before receipt of the board's order by the city or county. The detetrfnination of invaliditydots not 1 to a oo Iet_ (6) A county-or city subject to a determination of apply comp let- may fiIca motion requesting that the board clarify, ed development permit application for a project that vested modify,yr rescindorder. Mx board.shall exlsoditiodsIy artier state or local Law before receipt of the board's order schcdalc a hearing ou the.mo.tign. At'the hearing on the that th the county or city or to related construction permits for motion,the parties rseat Information to the board to 'o� may prclarify the part-or parts of the com rehensfve lah or Ma)Except;s otherwise Ice subsection (2)of development regulations to which the final order applies. this section and oa,a development permit The board shall Issue any supplemental-order based on the application not vested under state or local law before receipt information provided at the hearing-not later than thirty days of the board's order by the county or city vests to the local after the date-of Oct ordinance or resolution that is determined by the board not (7Xa) If a determination of invalidity has been made to substantially interfere with the fulfillment of the goals of d county or city ordinance or resolution this amending the Invalidated part or parts of the plan or regula- (b)Sven though the application Is not trod under stare tion or establishing Interim controls on development affected or local law before receipt by the county or city of the by the order-of Invalidity, after a compliance hearing, the board's order, a determination of invalidity does not apply board shall modify or rescind the determination of invalidity to a development permit application for. if it determines under the standard In subsection (1) of this () A permit for construction by any owner. Iessee. or section that the plan or regulation. as nmendcd or made contract purchaser of a Tingle-family residence for his or her subject to such-interim controls, will no Longer substantially y own use or for the use of his or her family on a lot existing inicrfcre with the fulfillment of the goals of this chapter. before receipt by the county br city of the board's order, except as odiewisc spocifically provided in the board's order (b) If the board determines that part or parts of the plan to protect the public health and safety; or regulation are no longer Invalid as provided in this (Li) A building t hnd subsection, but does not find that the Ian or regulation is in C) ng perrtii related cons P traction permits compliance with all I of the requirements of this chapter, remodclin .to P urrncn er the g. neat improvements, or expansion of an � p ' existing structure on a lot existing before receipt of the bow in its order'may require parodic reports to the board board's order by the county or city; and on the progress the jurisdiction Is malting towards compli- (i ance. [1997 c 429 16.1 ii) A boundary Line adjustment or a division of land pros�rc applla(Uoa-1997 c 429 f6 1.21: sec nocc following that does not increase the number of buildable lots existing RCW 36.70A3201. before receipt of the board's order by (he county or city. i MASON COUNTY ENVIRONMENTAL CHECKLIST North Mason Un ited Methodist Church 1 Purpose of Checklist: 2 4 0 6 0 8 8 The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply". Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of Checklist for Non-project Proposals.- Complete this checklist for non-project proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL ACTIONS (part D). For non-project actions, the references in the checklist to the words "project", "applicant", and "property or site" should be read as "proposal", "proposer", and "affected geographic area", respectively. A. BACKGROUND 1. Name of proposed project, if applicable: North Mason United Methodist Church 2. Name of applicant: North Mason United Methodist Church 3. Address and phone number of applicant and contact person: POB 1197 Belfair, 97 98528 CONSULTANT: Engineering Software Applications 360-275-3714 Pat McCullough, P.E. 4. Dare checklist prepared: 210 N.E. Cherokee Beach Rd. Belfair, Wa., 98528 May 18, 1999 206-275-7384 2 5.Agency requesting checklist: 2 4 Q 6 0 8 8 Mason County Dept. of Community Development 6. Proposed timing or schedule (including phasing, if applicable): Start Construction no later then June 15, 1999 and complete in 6 months. 7. Do you have any plans for future expansion, or further activity related to or connected with this proposal? If yes explain. The Church will be expanded as membership grows. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A water report was prepared to resolve water availability issue. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. Highway access permit has been issued. 10. List any government approvals or permits that will be needed for your proposal, if known. A Class A water system is proposed and WSDOH will have to approve the plans. 11. Give a brief,complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Please refer to the enclosed Site Plan and Vicinity Map. All the information required to respond to this question is included on this drawing. We are planning to con- struct a 10,000 square foot church with 64 perminate parking spaces and 24 tempo- rary parking spaces for overflow. 12. What is the location of the proposal. Give sufficient infonnation for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. See enclosed Development Site Plan and Vicinity Map. B. ENVIRONMENTAL ELEMENTS 1. EARTH: a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous and other. See the Preliminary Site Plan that includes 2 foot contours prepared by field survey. 3 b. What is the steepest slope on the site(approximate percent slope)? The steepest slope on the property is 5% in the Northwest corner. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The soils are gravel and sand. Type 1-A for septic. Everett Gravelly Series. d.Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site grading will involve moving approximately 1000 cubic yards with a crawler tractor. No soil will be taken off site. f Could erosion occur as a result of clearing,construction, or use? If so,generally describe. No. There is a natural depression on the site that will trap any erodible soil. g.About what percent of the site will be covered with impervious surfaces after project constructions(for example,asphalt or buildings)? Approximately 50% of the entire site will be covered with impervious surfaces when the project is complete. h. Proposed measures to reduce or control erosion,or other impacts to the earth, if any: Runoff will be controlled with the existing local depressions and a new detention basin contructed in the Northwest corner of the site. 2.AIR: a. What types of emissions to the air would result from the proposal(i.e. dust, automobile,odors, industrial wood smoke) during construction and when the project is completed? If any,generally describe and give approximate quantities, if known. Dust will be controlled by spraying with water during dry periods. Construction of the site will occur over an extended period of time which will minimize construction activity. b.Are there any off-site sources of emissions or odor that may affect your proposal? If so,generally describe. None. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Use water to control dust during construction. � a 4 3. WATER: 2 4 0 6 0 8 8 -- a. Surface: 1)Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater, lakes,ponds,wetlands)? If yes, describe type and provide names. If appropriate,state what stream or river it flows into. No 2) Will the project require any work over, in, or adjacent to (within 200 feet)the described waters? If yes, please describe and attach available plans. No. 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose, and approximate quantities if known. No. S)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No. 6)Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No. b. Ground: 1)Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. Yes, it is anticipated that the project will use approximately 6 acre feet of ground water .per year. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example, Domestic sewage: industrial,containing the following chemicals. ..;agricultural,etc.). Describe the general size of the system, the number of such systems, the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. The septic system will discharge approximately 1000 gallons per day on the week- ends depending on church usage. The system will be a pressure system using sand augmentation to prevent pollution of the ground waters. The soils are Class 1 and 2 soils with an infiltration rate 1.2 GPD. 5 c. Water Runoff(including storm water): 1)Describe the source of runoff(including storm water)and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The storm runoff from the site will be collected in piping and delivered to a soil infiltration basin located in the NW corner of the site. There will be very little over- flow from the site with most of the runoff soaking into the ground. The system will be designed to handle a 25 year storm with no overflow. 2)Could waste materials enter ground or surface waters? If so,generally describe. No. d. Proposed measures to reduce or control surface,ground, and runoff water impacts, if any: See (1) above and the Proposed Storm Water Drain System drawing included with this checklist. 4. PLANTS: a. Check or circle types of vegetation found on the site: __x_deciduous tree: alder,maple,aspen, other _x_evergreen tree: fir, cedar,pine, other shrubs _,x_grass —pasture crop or grain wet soil plants: cattail, buttercup,bullrush, skunk cabbage,other _water plants: water lily, eelgrass,milfoil, other other types of vegetation Lots of sting nettles and Devilsclub b. What kind and amount of vegetation will be removed or altered? 1.76 acres of the site will be cleared for the church and parking lots. The remainder of the 2.5 acre site will remain in natural ground cover. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: There will be 95 (plus) foot wide natural buffers on the North and Wast borders of the site. 5.ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,heron,eagle,songbirds,other. . . . . . . . . . . mammals: deer,bear, elk,beaver, other. . . . . . . .. . . . . fish: bass,salmon, trout, herring,shellfish, other . . . . . . 6 b. List any threatened or endangered species known to be on or near the site. No. c. Is the site part of a migration route? If so,explain. Don't no. Could be, but it is not obvious. d. Proposed measures to preserved or enhance wildlife, if any: None. 6. ENERGYAND NATURAL RESOURCES: a. What kinds of energy(electric,natural gas, oil, wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating,manufacturing,etc. The mobile homes on the site will be heated with electricity. There is no natural gas available to the site. b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The church will be constructed in accordance with current energy codes. 7. ENVIRONMENTAL HEALTH: a.Are there any environmental health hazards, including exposure to toxic chemicals, risk offire and explosion,spill,or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1)Describe special emergency services that might be required. Fire protection in the event of a fire on site. 2)Proposed measures to reduce or control environmental health hazards, if any: The project proponents will work with Fire District No. 2 to develop an acceptable emergency fire access plan. The water system will be able to supply 1500 gallons per minute to the sprinkler system in the building. A fire access lane will be pro- vided. 1)What types of noise exist in the area which may affect your project(jor example: traffic,equipment, operation, other)? None. 2)What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(ror example: traffic,construction, operation, other)? Indicate what hours noise would come from the site 7 The construction hours of the facility will be 7AM to 6PM, 6 days a week. 3)Proposed measures to reduce or control noise impacts, if any: None 8. LAND AND SHORELINE USE: a. What is the current use of the site and adjacent properties? Prayer site for the church b. Has the site been used for agriculture? If so,describe. NO c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? NO e. What is the current zoning classification of the site? \ None f. What is the current comprehensive plan designation of the site? Urban / g. If applicable,what is the current shoreline master program designation of the site? This site is not in a shoreline designated area. h. Has any part of the site been classified as an "environmentally sensitive"area? If so,specify. No. i.Approximately how many people would reside or work in the completed project? Church membership will be around 200 people after the building is completed. f Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: N/A L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None. 8 9. HOUSING: a.Approximately how many units would be provided, if any? Indicate whether high,middle, or low-income housing. None. b.Approximatety how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: None. 10.AESTHETICS: a. What is the tallest height of any proposed structure(s), not including antennas;what is the principal exterior building material(s)proposed? Very attractive church will be built and the land landscaped. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: The property will be landscaped. 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal: None d. Proposed measures to reduce or control light and glare impacts, if any: None. 12.RECREATION: a. What designated and informal recreational opportunities are in the immediate vicinity? 0 The town en Belfair is only 4.5 miles to the East. Sand Hill Elementary School and a large county park with soccer and baseball fields are to the East and North. Belfair State Park is located about 5 miles to the West and provides direct access to 9 Hood Canal and many other recreational opportunities. There are 7 golf courses within 30 minutes drive. A 400 acre off road vehicle recreation park is located a 90 minute drive to the West and North. b. Would the proposed project displace any existing recreational uses? If so,describe. NO c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the projector applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION: a.Are there any places or objects listed on,or proposed for,national, state,or local preservation registers known to be on or next to the site? If so,generally describe. No. b. Generally describe any landmarks or evidence of historic, archaeological,scientific,or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None 14. TRANSPORTATION: a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show on site plans, if any. SR 3 adjoins the North side of the property. b. Is site currently served by public transit? If not, what is the approximate distance to the existing street system. Show on site plans, if any. On call public transit is available via Mason County Transit. c. How many parking spaces would the completed project have? How many would the project eliminate? The development plan includes 64 permanent parking and 24 temporary parking spaces. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). The church will require a driveway from SR 3. An access permit has been issued and is included with this SEPA checklist. e. Will the project use(or occur in the immediate vicinity of)water, rail, or air transportation? If so,generally describe. No i 10 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The church will generate approximately 90 peak hour trips around church service times on Sunday and Wednesday Nights. g. Proposed measures to reduce or control transportation impacts, if any: The level of service on SR 3 is Los A. This small increase in traffic will not impact the level of service on SR 3. IS. PUBLIC SERVICES: a. Would the project result in an increased need for public service(for example: fire protection,police protection, health care,schools, other)? If so,generally describe: The project will require more fire protection. The building will be sprinkled. b. Proposed measures to reduce or control direct impacts on public services, if any: None 16. UTILITIES: a. Circle utilities currently available at the site: electricity,natural gas,water, refuse service, telephone,sanitary sewer, septic system, other: Refuse service, telephone, power are available on to the site. b. Describe the utilities that are proposed for the project, the utility providing the service,and the general construction activities on the site or in the immediate vicinity which might be needed: Power will be provided by the Mason County PUD No. 3 and will be underground. PUD No. 3 reported that they have ample capacity in the area to service this devel- opment. c. Signature: The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: METHODIST CHURCH WATER SUPPLY AND FIRE FLOW STUDY SCALE: I'-BW FEET Q f -300 I Qs { �o OVERTON PROPERTY g; TON . 1 791 SECTION 21 T23N.RtE 340 r SECTION 25 T2JN ROE EIOSTWC 600 6Pu + oEEr� �b W FEET DEEP .TOP EL-3354 e 1 NEW RESERVOIR BASE ELEV. -352' OVERFLOWr421* ,q OVERTON TANK HEIGHT-70'3 PROPERTY 0 b � I 1 . � I I / u� / / \ 94 EA9.22' � V• t lK IK 296 010 1 —1500 3w t � \. STORAGE TANKS F 24 STALLS / g 290 77 STALLS \ T Ft,,,/ \ \\\ \ 29 FUTURE PARUINO EXPM49ON cs�ko _L LL LI .L IL LI L \\ \ 160 FOOT DEEP.so CPu \ DEFP WELL-PUMP TO \ \ 100'SANITARY WELL CIRCLE / STORAGE TANKS. FOREST PRACTICE BASE MAP TOWNSHIP 23 NORTH , RANGE 01 WEST ( W . M . ) SECTION 21 APPLICATION 8334 O 428331f 428 6 l o 0 H 7 4 ' 717 42717 I / 26014 426015 016 y 3 l SCAEE 0 a 2000 3000 4000 5000 6000 FEET 1 Mile cszao n) MAP DATE: Moy 10, IM CONTOUR INTERVAL : 40 Feet LEGEND: See Instructions NAD 21 DISCLAIMER : See Legend Water/Wetlands including their location and class may be incorrectly displayed or not shown on the Base Map. Applicants are responsible for verification and correction. Theodore (Ted) Samland A DevelQpawf*�iew M� a Washington State '� Washington state Department of TransportaHon AP Department of Transportation -/w District 3 Sid Morrison 5720 Capitol Blvd.,Tumwater PO Box 47440 Secretary of Transportation Olympia,WA 98504-7440 March 22, 199, (206)3574,1- - ZC06 7 Fax(206)357.2601 �.. North Mason United Methodist Church ---- - P.O. Box 1197 Belfair, WA 98528 Attention: Robert Helm Phone (206) 698-9140 SR 3 C.S. 2305 Completion Date Extension Access Connection Permit M93-021 Mile Post 27.71 Ri_-ht E.C. File ##92602 - M Dear Mr. Helm: The completion date of your executed general permit M93-021 allowing you to perform work within the state highway right-of-way, has been extended from March 31, 1994 to March 31, 1995. Make this revision to your Access Connection permit and keep this letter with the original documents. Your "Assignment of Escrow" will need to remain in place at "Olympia Federal Savings" in Belfair, WA. during the extended period. Before beginning work on this project please contact both the Area Maintenance Superintendent and the Utility Underground Locate Center to advise them of your planned work, starting date, and location. The Area Maintenance Superintendent's phone number is on the front page of the Special Provisions, and the Utility Underground Locate Center phone number is 1-800-424-5555. No work is authorized within the state highway right-of-way until this notice is given. Upon completion of work on this approach please make written request for inspection and release of escrow, as provided under Special Provision No. 22, to the Area Maintenance Superintendent. It is your responsibility to provide any release of escrow forms required by "Olympia Federal Savings". Please call Ted Samland at (206)-357-2667 if you have further questions regarding this permit. Sincerely, C fi DAYID B. HILDERBRANT, P.E. Assistant Transportation Planning Engineer DBH TLS cc: Mason County -_ cc: M. McGill 8Z�1J�4d't1S �0 5 irl Vo {�' ' sf�0.�41t ,7 ► �• .. .�. 1.JV� 3N1 P+O ?JR/y'13F! �o H.tucN O��Q1 •,.. r .- 07YN• tb-st -t :7..• S'"O�sl�ul. O71 ►•voanS (f . .A Ad u»r..o / w •.•o•wori iMCI- �' �' �i►�A •�YD Td • 1 Tlyd—'fit ): C_ i,.. 'N7 SS10911"aW'NoSeW 1►nan-4� q�d' �d' S/+►o-+�o� sal [r1nd SSTny O`d� C��7 J.1/MN��H awls vs�dn�t� �d�-w.. �ta�han � ' 7nru+-m-av'i►tiM frr.v�aq c�T'�wMsr-q�q►�+vyd 7oi vra m r..(► pis Qrl.�ti oK— •ty�r/PO ►.lmoie B;Ml*ln Aq( vgorno•rvoS. svFW Orlvv9'Q 7"Y ® 1 'ADS ro_a. q4j: - �v �-iv3uns sc ►�wdw� '*+v (Y.: ' J bps C�t� i 405 i wg J • lam' ' i : + f h / • v / � Y pi AA s / yp µLnOS • if+h►itQ7 aa.. vnvt+lY1Q• iL6 AJa }V/r.3/Rrd a7i��d paTtrr qL d0 -:u rl ri wauva A`a W-- - Washington State Access Connection Permit AY Department of Transportation cs 2305 SR 3 Permit NOM93-021 District No. 3 Name and Address of Applicant: North Mason United Methodist Church c/o Robert Helm P.O. Box 1197 Belfair, WA 98528 Phone: (206) 698-9140 The Applicant, hereinafter referred to as the "Grantee," having applied for a permit to construct, use, and maintain a Type "D" (SU and Less) road approach to serve a church complex and parking lot only, at Mile Post 27.71, right side, located in the Southwest 1/4 of the Southeast 1/4 of Section 21, Township 23 North, Range 1 West, W.M., on a portion of State Route No. 3 In Mason County, Washington,the Washington State Department of Transportation or its designee, hereinafter referred to as the "Department," hereby orders that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof: Exhibit "A"— Special Provisions for Highway Encroachments, Pages 1, 2, & 3 Exhibit "B". Site plan showing access point. One page Exhibit "C". Traffic Control Plan. Pages 1 and 2 NOTE: No other access will be granted from the State Route to this property. This permit shall be void unless the construction herein contemplated is started within 90 days of issuance and completed within 120 days of issuance, unless otherwise provided herein. completion date: March 31, 1994 This permit is accepted and approved by the Grantee subject to the terms and provisions as herein set forth. GRANTEE DEPAF M NT OF TRANSP R TION y: By: '.'VJ? V, -� Title,i!fh1 M11 . NMJMC Tille. ssistant Transpo tion Pl nning Engineer Date: ;/� � Date of Issuance: DOT Form 224-005X(front) 7t92 ' General Provisions 1. The Grantee,its successors and assigns,agrees to protect the Slate of Washington,its officers and employees and save lhamharmless from all claims.. actions or damages of every kind and description which may accrue to or be suffered by any person,persons,or property by reason of the acts or omissions of the Grantee,its assigns,agents,contractors,licensees,employees or any person whomsoever,in connection with Grantee's,its assigns', agents',contractors',licensees'or employees'construction.installation,maintenance,operation,use or occupancy of the rightof way or in the exercise of this permit. In case any suit or action is brought against the State of Washington,its officers and employees,arising out of or by reason of any of the above causes,the Grantee,its successors or assigns will,upon notice of such action,defend the same at its sole cost and expense and satisfy any judgement against the State of Washington,its officers,or employees: PROVIDED,that H the claims or damages are caused by or result from the concurrent negligence of(a)the State of Washington's agents or employees and(b)the Grantee or Grantee's agents or employees,this indemnity provision shall be valid and enforceable only to the extent of the negligence of the Grantee or the Grantee's agents or employees. The Grantee,and on behalf of its assigns,agents,licensees,contractors and employees agrees to waive any claims for losses,expenses•damages or lost revenues incurred by it or its agents,contractors, licensees, employees or customers in connection with Grantee's, its assigns', agents', contractors',licensees'or employees'construction,installation•maintenance,operation,use or occupancy of the right of way or in the exercise of this permit against the State of Washington,its agents or employees except the reasonable costs of repair to property resulting from the negligent injury or damage to Grantee's property by the State of Washington,its agents,contractors or employees. 2. During the progress of the work,such barriers shall be erected and maintained as may be necessary or as may be directed for the protection of the traveling public,the barriers shall be properly lighted at night. 3 Except as herein authorized,no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel over said road 4. If the work done under this permit interferes in any way with the drainage of the State highway.the Grantee shall wholly and at its own expense make such provision as the Department may direct to take care of said drainage 5 On completion of said work herein contemplated,all rubbish and debris shall be immediately removed and the roadway and roadside shall be left neat and presentable and satisfactory to the Department. 6. The cost of construction or modification of a connection shall be the responsibility of the Grantee,including the cost of modification of any connection required as a result of changes in property site use in accordance with WAC 468.51-110. 7 The Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this permit at any time,said change or removal to be made at the sole expense of the party or parties to whom this permit is issued,or their successors and assigns. 8. Existing permitted connections impacted by the Department's work program and which, in the consideration of the Department• necessitate modification•relocation,or replacement in order to meet current Department connection location•quantity,spacing,and design standards,shall be modified,relocated,or replaced in kind by the Department at no cost to the Grantee. The cost of further enhancements or modification to the altered, relocated,or replaced connections desired by the Grantee shall be the responsibility of the Grantee. 9. It any changes are made or proposed in the land use,intensity pf development,type of traffic,or traffic flow of the property served by this connection permit,the grantee is required to contact the Department to determine if further analysis is needed to determine it the change is significant and would require a new permit and modifications to the connection. 10. All such changes, reconstruction,or relocation by the Grantee shall be done in such manner as will cause the least interference with any of the Department's work,and the Department shall in no wise be held liable for any damage to the Grantee by reason of any such work by the Department, its agents or representatives,or by the exercise of any rights by the Department upon roads,streets,public places,or structures in question. 11 This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting other permitsor franchise rights of like or other nature to other public or private companies or individuals,nor shall it prevent the Department from using any of its roads,streets. or public places,or attect its right to full supervision and control over all or any part of them,none of which is hereby surrendered. 12 The Department may revoke,amend,or cancel this permitor anyof the provisions thereof at anytime by giving written notice to the Grantee.The Grantee shall immediately remove all facilities from the right of way Any facilities remaining upon the right of way 30 days after written notice of cancellation shall be removed by the Department at the expense of the Grantee 13 It is the responsibility of the applicant or Grantee to obtain anyolher local permits cr other agency approvals that may be required,including satisfaction of all environmental regulations It is also the responsibility of the Grantee to acquire any property rights necessary to provide continuity from the applicant's properly to the Department's right of-way it the Grantee's property does not abut the right of way 14 The party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for which this permit is granted in a condition satisfactory to the Department 15 Any breach of any of the conditions and requirements herein made.or failure on the part of the Grantee of this permit to proceed with due diligence and in good faith after its acceptance,with construction work hereunder,shall subject this permit to cancellation as herein provided 16 This permit is subject to all applicable provisions of 468.51 WAC. Chapter 47.50 RCW, Chapter 47 32 RCW, and/or Chapter 47.44 RCW and amendments thereto DOT form 224-005X(WdO V92 � Washington State District 3 Headquarters -IA Department of Transportation 5720 Capitol Boulevard,Tumwater P.O. Box 47440 Duane Berentson Olympia,WA 98504-7440 Secretary of Transportation January 26, 1994 (206)357-2600 k -- North Mason United Methodist Church Fax(206)357-2601 P.O. Box 1197 Belfair, WA 98528 Attention Robert Helm Phone: (206) 698-9140 SR 2305 Access Connection Permit M93-021 Mile Post 27.71 Riaht E.C. File #92602 - M Dear Helm: Attached is your executed on inal Access Connection Permit allowing you to perform the indicated work within the state highway right-of-way. The bonding requirement of this permit is satisfied by a $2,000.00 "Assignment of Escrow" at the "Olympia Federal Savings" in Belfair, WA., and shall be held until all work under this permit has been completed and approved by the Department. Before beginning work on this approach, please contact both the Area Maintenance Superintendent and the Utility Underground Locate Center to advise them of your planned work, starting date, and location. The Area Maintenance Superintendent's phone number is on front of the Special Provision page, and the Utility Underground Locate Center phone number is 1-800-424-5555. No work is authorized within the state highway right-of-way until this notice is given. Upon completion of this approach the Grantee will need to make a written request for inspection and release of escrow as provided under Special Provision No. 22 to the Area Maintenance Superintendent. It is your responsibility to provide any release of escrow forms required by"Olympia Federal Savings". Sipcerely I D B. HILDERBRANT P.E. DAVI , Assistant Transportation Planning Engineer DBH TLS cc: Mason County cc: M. McGill 2406088 - Washington State •�► Special Provisions for Department of Transportation Highway Encroachments Permit No. M93-021 Applicable provisions are denoted by (X) 1. No work provided for herein shall be performed until the Grantee is authorized by the following Department representative: Marvin (Casey) McGill Area Maintenance Superintendent 8293 Spring Creek Road, Port Orchard, Washington 98366-9613 Phone: (206) 895-4753 X 2. Prior to the beginning of construction,a preconstruction conference shall be held at which the Department and the Grantee and Grantee's engineer,contractor, and inspector shall be present. S 3. Should the Granteechoose to perform the work outlined herein with other than its own forces,a representative of theGrantee shall be present at all times unless otherwise agreed to by the District representative. All contact between the Department and the Grantee's contractor shall be through the representative of the Grantee.Where the Grantee chooses to perform the work with its own forces,k may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Grantee within the State right of way until said requirement is met.The Grantee, at its own expense, shall adequately police and supervise all work on the above described project by itself,its contractor,subcontractor,agent,and others,so as not to endanger or injure any person or property. fz 4. A copy of the permit must be on the job site and protected from the elements at all times during any of the construction authorized by said permit. 5. This permit does not give the Grantee or any agent or contractor of the Grantee any rights to cut, spray, retard, remove, destroy,damage,disfigure or in any way modify the physical cor.ijition of any vegetative material located on the highway right of way, except by written permission from the Department or for purposes as described by No. 6 if denoted below. All restoration shall be done to the satisfaction of the Department at the sole expense of the Grantee. X 6. If necessary to increase sight distance,brush shall be removed from both sides of the access connection and stumps shall be removed. The indiscriminate cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted. O 7. The access connection(s)shall be constructed in accordance with the attached Sufficient length of -inch diameter culvert pipe shall be placed in ditch and laid to a true line and grade.The access connection(s)shall be surfaced to the limits as shown on the plan with a 6-inch minimum compacted depth of gravel base material and a 3-inch compacted depth of crushed surfacing top course.Asphalt paving will not be required.Finished grade of the access connection shall be in accordance with the profile control as shown on the attached plan. Directing of surface water from private property to Department right of way will not be permitted, unless otherwise approved by the Department. N 8. The access connection(s)shall be constructed in accordance with the attached Type "D" Plate (SU & Less) Sufficient length of NSA -inch diameter culvert pipe shall be placed in ditch and laid to a true line and grade.The access connections)shall be surfaced to the limits as shown on the plan with a 6-inch minimum compacted depth of gravel base material a 3-inch minimum compacted depth of crushed surfacing top course and paved with a 3-inch minimum compacted depth of Asphaltic Concrete Class B unless otherwise specified by the Department. Any existing oil mat on shoulder or roadway shall be removed and new pavement laid to a butt joint with existing pavement. Finished grade of new pavement shall be in accordance with the profile control as shown on attached plan.Directing of surface water from private property onto Department right of way will not be permitted, unless otherwise approved by the'Department. 9. All buildings and appurtenances shall be so located at a distance from the right of way line of any State Highway that none of the right of way therefore is required for use of the patrons or customers of any such establishment.Grantee shall comply with local building codes.Set-back requirements for the location of buildings in relation to the right of way line are a function of local authorities, and they should be consulted regarding requirements that must be adhered to. DOT form 224-713x Page i Exhibit "A" Revised 902 ® 10. The Grantee agrees to schedule the work herein referred to and perform said work in such a manner as not tc delay the Department's contractor in the performance of his contract. 11. Work within the right of way shall be restricted to between the hours of 8:30AM and 4:30PM ,and no work shall be allowed on the right of way Saturday,Sunday,or holidays,unless authorized by the Department.Any lane closures must be submitted for approval in advance of use.The hours of permitted closure may differ from the above noted hours. S 12. The shoulders,where disturbed, shall be surfaced with crushed surfacing top course three -inch minimum compacted depth,or as directed by the Department.The surface of the finished shoulder shall slope down from the edge of pavement at the rate of 1/2 inch per foot unless otherwise directed.The restored shoulder must not have any strips or sections less than 2 feet wide.The restored shoulder shall be surfaced with asphalt concrete Pavement. M 13. The Grantee shall be responsible for constructing and maintaining the access connection(s) and appurtenances between the shoulder line of the highway and the right of way line inclusive of surfacing and drainage.The Department has the right to inspect all installations at the time of construction and at any time afterward and to require that necessary changes and repairs be made. Unsatisfactory work will be corrected by the Department, at the Grantee's expense, or access may be removed at the Grantee's expense.Directing of surface water from private property onto Department right of way will not be permitted. ® 14. The access connection shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any tracking of material onto the highway.Any tracking of material onto the highway shall be subjectto enforcement of Chapter 46.61.655 RCW and shall be immediately cleaned up by the Grantee or the Grantee's agent. O 15. Standard highway warning signs designated as "Truck Crossing"sign, plate W11-6, shall be placed and maintained at Grantee's expense on each side of the access connection.Signs shall be in evidence only when access is actually being used. If necessary,flagmen shall be provided.Sufficient parking space shall be provided by the Grantee outside Department right of way so no vehicles will be parked on said right of way. ;Z 16. All manholes,valve covers,and like appurtenances shall be constructed at such an elevation to conform to the shoulder slope from the edge of pavement or as directed by the Department. X) 17. All slopes, slope treatment,top soil, ditches,pipes,etc.,disturbed by this operation shall be restored to their original doss section and condition.All hazards shall be marked by warning signs, barricades, and lights. If necessary,flagmen shall be employed for the purpose of protecting the traveling public. Roadside operations shall be specified by the Department's representative. �Q 18. During the construction and/or maintenance of this facility, the Grantee shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways.If determined necessary by the Department,the Grantee shall submit a signing and traffic control plan to the Department's representative for approval prior to construction or maintenance operations. O 19. Bond coverage requiredto ensure proper compliance with all terms and conditions of said permit will be furnished by a Blanket Surety Bond held at Headquarters in Olympia. .rX 20. A surety bond in the amount of$ 2,000.00 written by a surety company authorized to do business in the State of Washington,shall be furnished to ensure compliance with any and all of the terms and conditions of this permit and shall remain in force until all work under this permit has been completed and approved by the Department. 21. Relative to advertising adjacent to all State highways,we wish to call your attention to the Scenic Vistas Act of 1971,Chapter 47.42 RCW and State Transportation Commission ruling Chapter 468-66 WAC.Violation of this section of the statutes will be sufficient cause for cancellation of this permit.On-premise signs are allowed. {� 22. The Grantee shall notify the Department's representative upon completion of the work under this permit so that a final inspection can be made. 9 23. No lane closures shall be allowed except as approved by the Department representative. Approvals may cause revision of special provisions, including hours of operation. ,® 24. The responsibility of the Grantee for proper performance,safe conduct,and adequate policing and supervision of the project shall not be lessened or otherwise affected by Department approval of plans,specifications,or work,or by the presence at the work site of Department representatives,or by compliance by the Grantee with any requests or recommendations made by such representatives. .'� 25. All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction,current edition, and shall be subject to inspection by the Department. ADDITIONAL "SPECIAL PROVISIONS" SEE PAGE 3. DOT Fo"n224-713x Paget Exhibit "A" Revised W92 Page 3 of 3 M93-021 North Mason United Methodist Church c/o Robert Helm P.O. Box 1197 Belfair, WA 98525 Special Provisions (Continued) X 26. Any future development of this property or change in land use will require review and approval by both WSDOT and Mason County for adequacy of this approach for the intended use. X 27. The Grantee is responsible for all coordination, work, and expenses associated with any utility relocation. X 28. This approach shall be constructed, adjacent to the Northeast property line, to meet the current type "D" road approach standards and aligned 90 degrees to the centerline of highway. The down slope from the edge of pavement, out a minimum of the shoulder width plus a foot shall be constructed at a minus 0.05 feet/foot down and away from the highway. Any problems created by surface water runoff directed toward the state highway must be alleviated at the Grantee's expense. Please review the type "D" templates for details for SU and Less. X 29. Asphalt paving of this access shall be extended from the shoulder line of SR 3 out to the right-of-way line at the Grantee's expense. All materials used within the state right-of-way shall be to WSDOT standards. X 30. The Grantee shall use the approved traffic control plans as provided in Exhibit "C". It is the Grantee's responsibility to provide adequate traffic control and protection to ensure the safety of the traveling public, all personnel, and equipment, working within the state right-of-way. If necessary, the Grantee shall provide certified flaggers for the purpose of protecting the traveling public. X 31. Any proposed landscaping or fencing within the Department's right-of-way must not infringe on the sight distance or the roadside clear zone. The disturbed area within the Department's right-of-way shall be contoured, graded, seeded, fertilized, and mulched at the .-Grantee's expense to reduce erosion and problems with surface drainage. X 32. Bonding will be held on this approach until all work is completed to the satisfaction of the,Department. X 33. The Grantee is responsible for obtaining a constriction permit and all other pertinent permits from Mason County or other agencies, if applicable, prior to beginning work. X 34. There will be no advertising signs or bill boards erected within the state right-of-way. X 35. The Grantee will clear the brush, small trees, branches, and undergrowth, on both sides of the approach to improve sight distance. ••',cy, one w .w. tr !t= u14+.L .arcs n�� ewpp�na on<�o D�����•oa•.C.c. i V � �� ..OilpR OM .MCO.r '•:/D. U•C. \ •7C [. S..vo>D.lnvy .Orrur.�.p...ie11E C. jlcc" .M,.o a .�a• cnonn.+.D.c c..M.. .1c to. Cr�.v..nt D.pn..:.'ce,< ..D. ....... . PREPDPED TO oo-.<.wn.or ....... •.. ,� Vc? •:a•. ONE PI:E / ROAD Or.K[ .ay.c If— rt.wtr I i TRAFFIC CONTROL PLAN ALTERNATING ONE-WAY TRAFFIC ,.... .Io..a..o. rRowAAr DEVELOPMENT I.i4o�—_._ -. Ic L.sr DIVISION va .mn�nq.on e.o.• -�N—[Ii^�� �� �� /� VTOY • �•• AFFIC CONIR�L FLAN ' • I I L I �lel wlr l.r(•l[.Cir1 Ill Ir(LE1 Io•r•e So.•e Iprl 2S !0 !S •0 .! SO S, I1 105 ISO 20S 110 .SO Wo $SO o, IIHHI-a 72s 21s Hs SSO WS J:1 1224S 120 S40 WO 660 y y o 0 o e a l/S Buf Nr v•nic.• S+pr`Spo<.ro• rlrn 1103ner• •✓ol :o,.•. .0 rss Vw sOO: Urpen ROAD RIGHT IOoUondi upon�.r••r, tvx va 7sp* CONSTRUCTION SHOULDER w� ^�•� o ^ �r• i CLOSED AHEAD AHEAD r20 I ■20 - S u00. i CE-ER.L k0TES Irr b •Do<;nS p•rwM crWVrer•1•ro 1 ROAD e..;c•••wn a reps •r.o„la w..ey 1. •wo• IA 1•rr .N •r,e .a�1•e I;e•rl rM ro WORK ..e.;ro 1;.; a.....:.e •Ip✓Or• rr•If;c erra110 N = I r ry AHEAD I r21-. i LECEND I a o o CH'AMLL12" DEvICES SHOULDER CLOSURE ••� 1.1E EEO..ID PROJ.I/D. PROGRAM DEVELOPMENT [o er l-y.SR tt DIVISION ®_700Deportmentwoshfogton of lr EXHIBIT "C'► �z o err v v Deportment of ironsportotion it AD— . r TRAFFIC CONTROL PLAN e O.R DATE r vI SIO• Br I I b Right-Of-Woy ' Variable Standard Shoulder Plus 1' Curb As Required -0.05 Ft./Ft. n = 8% IUAX 0 Edge Of Pavement m YIN C,jIve(y,p4e gon-"atai, A PROFILE CONTROLS n r a V 0 n 0 81dq. c� 0, E Q n RI ht-Of-Wa Line oQ t Right-Of-Way Llne 9 Y Povin Limit 9 Y r D D i E Shld.Line M 1.25 Toper To Existing —� U ' Shld. Line 1:25 Toper To Existing O To er B a 15'MIN 9 _ 0 � 15,MIN i Asphalt Concrete Pavement —�� Slate Hwy Edge Of Pavement .. '10 m Condition A B C 0 E F G H I Primarily SU a Lesa — — 10' 30' 15' — — 30' 10' Primary Combination Vehicld WB 40 c 1 1IQ 0 Primary Combination Vehicle WB 50 h Doubles 55 — —— 50' 10' — 7' 10Q 9 1 4 ' �• Primary Cornbinotion Vehicle WB 63 1 ' S' 1 ' S 1 C • C Q-U A1� bf< <.. uL%feaT as ofqc?ul so -m ALL" • . PR,o Po SG� DP�`�EwA•( cfF �r►t �Osa►i►+era •*o c,o►+t+y ut . • � Act.�sS 15 03 / MILES SOUTH OF '•. MR-* posTf-2gNle jr t ,f�_ � l _ SJ • / AeAES • i � � STD v �- 1 ALL IAP&041WS SOAFALr1>10Weo "0►1 Srre (NFicv +oa its 1 t _ ® AL-i-CA.a..,&.c was--suA.tou40" AY NA.rrvig (-Actk ++ adFfit�t�. •;�•tAr.�� (�Qo.,o�ioe:=p�A�er•=.;sv�a��.i==r�P�.�a .wrnl._etc_c.�.r�rt.cN�.. .. 6_w �3:..._, - • - P�1 '�QAI_• ctsPa�+l7�-Y llr�zoNED . V • EXHIBIT G) VEwcLE 'TiLIPa iS11MA1Tc ••' At Fol.�-owS . ✓TA•T.1E Hi(oK WAr Y C:d3) AaAo Ae.ctss fLAA ►':= ,,. ►••. � rP NoRrH M4SON.METµ0 DST CA. 4So' T7►IP{ .QW. �Gl[! .I,tLO"Qr v[o[v�. MIAMr�/ . . ,'3)•SW3'f4Y i 1•LO �I jS 1 DA`{• °At[: s• 2L•97 wcvwco •,; ,j Loc.sr"—O NoA314 OF PJF-L-r R 014 T14t eArr �~ .x;L ��• s1a1~'oF1 ,Ni`f 3 0, MitesOmm of SQL po-drr28 ASSIGNMENT OF Btu ACCOUNT This assignment is for the purpose of fulfilling the requirement of bonding collateral for Permit M93-021 The undersigned. does hereby assign, transfer, and set over unto the State of Washington all right, title and interest in and to $2, 000.00 on Pot 1 S /Account in the T�ia_fiaQegt 1/!ti4 S Bank, in the name of North Mason United Methodist Cuhrch full power and authority to demand, collect, and receive said deposit and to give receipt and acquittance therefor for the uses and purposes prescribed above. It is understood and agreed that Be4 .ir Branch, 01-m le I 5qy1y'& Bank holds the Certificate covering said account in its possession and agrees to hold $2, 000.00 until a release of this assignment from the State of Washington is received. The interest. shall be payable to North Masonf (United Methodist Cuhrch Signed and dated at �i�Y�IY Washington this �Cli day of Jc�-K�4r�/ 1994_. 03-10-- lZ4"74---4 Account No. Lau Ro" Goat 1 ici l Address ACCEPTANCE The undersigned hereby accepts the foregoing Assignment of EBZr=r-Certificate, V6=tFuz Number EJ��G Z C •�Z - 4- , in the amount of $2, 000.00 this -�) I day of �a'"� 199 _ Fp.ei-6-w Officer P ((�(�(',/ BANK Winno Nn of Rank Address of Bank Y� Engineering Services Associates, Inc. May 21 , 1999 Forest Practices POB 68 Enumclaw, WA 98022 Enclosed you will find an FPA for the United Methodist Church Project in Belfair, WA. Please process this permit as quickly as possible. Yours Truly, A11W C Pat McCullough, P.E. President, . ESA Engineering Services Associates Inc. 210 N.E.Cherokee Beach,Beltair,Washington-98628 (360)276-7384 f 00 m 05/24/I:r6> PAGE 1 Q FOREST PRACTICES TRAX SYSTEM REPORT ^d{ PRE-CLASS ID - 15491 v� SEC TWN RGE CONTROL TP NAME DESCRIPTION MAP LOCATION WATER TRIBUTARY NUMBER CD SOURCE 21 230 010 W G2 -0968SOlC G2*09685C DM 23 E2 W2 NW4 WELL 21 230 010 W G2 -2478301C G2-24783C DM 23 SW4SE4NW4 WELL 21 230 010 W G2 -2547101C G2-25471C DM 23 W2NW4 WELL 21 230 010 W G2 -2896201A G2-28962A DM CI 23 SE4SW4 WELL 21 230 010 W S2 *0425001C S2*04250C FS IR 23 SW4 SW4 SW4 UNN STR UNION R 21 230 010 W S2 *0425101C S2*04251C DS IR 23 E2 E2 NW4 SW4 UNN STR UNION R 21 230 010 W S2 *0579601C S2*05796C DS IR 23 NE4 SW4 UNN STR 21 230 010 W S2 *1173001C S2*11730C IR 23 SW4NW4 UNN SPR 21 230 010 W S2 *1241701C S2*12417C DS 23 W2 E2 NW4 SW4 UNN STR UNION R 21 230 010 W S2 *1241801C S2*12418C DS 23 E2 E2 NW4 SW4 UNN STR UNION R 21 230 010 W S2 -2483701G 52-24837G IR 23 NW4SW4 UNN STR UNION R 22 230 010 W G1 -2734601A G1-27346A DM CI 18 NW4 WELL 22 230 010 W G1 -2743301A G1-27433A MU 18 SW4NE4 WELLS 2 22 230 010 W S2 -2564201GLKK S2-25642GLKK EQ FR IR 18 SE4 & SW4 & NE4 UNN STR 22 230 010 W 05 W00001 WAYNE GLOGER COULTER CR. FISH FAC.WATRSH 18 27 230 010 W S2 -2564201GFKK S2-25642GFKK EQ FR IR 23 SEC 27 UNN STR COULTER CR 27 230 010 W 05 W00001 WAYNE GLOGER COULTER CR. FISH FAC.WATRSH 18 28 230 010 W G2 -2902201A G2-29022A CI 23 NE4NW4 WELLS 2 28 230 010 W S2 *0501501CBBF S2*05015CBBF DM 23 SW4SW4 UNN STR UNION R 28 230 010 W S2 *0570401C S2*05704C DM 23 NW4SW4 UNN STR UNION R 28 230 010 W S2 *0763501C S2*07635C DM 23 SW4SW4 UNN STR UNION R 28 230 010 W S2 -2564201GBKK S2-25642GBKK EQ FR IR 23 SEC 28 UNN STR COULTER CR METHODIST CHURCH WATER SUPPLYAND FIRE FLOW STUDY by Engineering Services Associates January 10, 1999 INTRODUCTION The Methodist Church was donated 2.5 acres of land by the Overton family in the SE 1/4 of Section 21, T23N, R1 E approximately 1/2 mile North of Belfair, Wa. several years ago. There has been hundreds of hours of volunteer efforts by a steadily growing church body to build a church in the Belfair area. The project has been languishing for over two years due to the lack of adequate fire flow. Church members are very frustrated with the delay of the project and, in hopes of getting the project moving again, have retained Engineering Ser- vices Associates to investigate and recommend a s Elution to the fire flow problem that is within their limited budget. The purpose of this report in to present alternatives for providing domestic water supply and fire flow to the site that are financially feasible. PROJECT HISTORY Approximately one square mile of land along State Route 3 at the "top of the hill" has been designated for industrial land use. Several major businesses have already located in the area. The availability of potable water and fire protection are major impediments to the further development of the area and to the safety of existing businesses. Beginning several years ago the two largest land owners in the area, the Johnson family and the Overton family, requested that the Belfair Water District extend water service into the area. In re- sponse to this request, the water district hired Conser Townsend - Envirodyne, Inc. of Tacoma to design an extension of the district's water system to serve the area. The exten- sion was in compliance with the District's 1994 Comprehensive Water Plan and would strengthen the North end of the existing water system which is in need of additional storage and fire flow capability. To extend water service into the area required the formation of an additional pressure zone with a Hydraulic Grade Line (HGL) of elevation 471. (With the exception of a small booster area the entire Belfair Water District is currently in one pres- sure zone with a HGL of 271) The proposed water system extension included a water booster pump station located at the North tank site with emergency power, approximately 6,700 feet of 12 inch diameter Ductile Iron Pipe, several thousand feet of 8 inch ductile iron pipe and a 1,000,000 gallon, 120 foot high, steel standpipe reservoir located on Overton property behind Cascade Floral. The estimated cost was over $1,000,000. To finance the project the District sought and obtained a Public Works Loan of$1,200,000 at zero interest from the Washington State Public Works Loan Fund. (The loan expires in March of 1999 unless renewal is granted.) The loan was to be repaid with water revenue and service connection fees from the businesses and home built in the new service area. The water system extension was moving along nicely until 1998. The consultants had com- pleted the design to the 50% level and construction was planned for the summer of 1998. During the winter of 1998 it began to become apparent that Mason County and the Growth Management Board were going to be several years ironing out their differences. The effect of this impasse was to place a moratorium on all land development in area. Faced with possibility of not being able to develop the land, the developers and the water district both started to get nervous about committing to such a large investment. Belfair Water District requested that the developers guarantee repayment of the Public Works Loan. The devel- opers could not assume such a large financial risk - thus the current impasse. DESCRIPTION OF THE CHURCH PROJECT AND ATTENDANCE The Methodist Church proposes to build a 7,500 square foot church with a 5,000 square foot upper floor, a 2,500 square foot basement and a kitchen. One service and will be held at the church weekly with 200 people in attendance when the church reaches full strength. Total weekly attendance is estimated to be 400 people. ESTIMATED WATER USE FOR DOMESTIC SUPPLY AND IRRIGATION Water use is related directly to the size and use of the sanctuary and the amount of irriga- tion required. At 5 gallons water use per person, weekly domestic water use is estimated at 2000 gallons. Based on the proposed site plan, shrubs and lawn area is approximately 10,000 square feet. The average growing season water deficit for this area is 9" over 120 day"dry" period. The average daily water used for irrigation will be 500 gallons per day. The average daily water use for irrigation and domestic consumption is estimated to be 785 gallons per day during the dry season. The maximum daily water use is estimated to be 1,500 gallons per day. REQUIRED FIRE FLOW The church structure is Type V structure with 7,500 square feet of floor area - 5,000 S.F. up and 2,500 S.F. down. The structure will be constructed of wood with wood siding. The church occupancy is Type II Light Hazard with a "remote area" of 1500 square feet. It is proposed to install a sprinkler system in the building. The normal fire flow required for this building in Mason County is 1,500 gpm for 1 hour (90,000 gallons of water) with a minimum pressure of 30 p.s.i. Mason County has indicated that NFPA 13 STANDARDS FOR LIMITED WATER SUPPLY SPRINKLER SYSTEMS can be used for this building because there is not currently public water supply to the site. NFPA standards are based on the amount and duration of water required to supply the sprinkler system in the building which is determined by the sprinkler system designer. Since sprinkler system design is a profession all its own, I contacted Margaret Obrien, P.E. or "Margie" of Patriot Fire Protection of Fife, Wa. for help. (Patriot Fire Protection has installed several sprinkler systems under the Limited Water Supply Standards. They installed the sprinkler system in Prince of Peace.) Margie indicated that the flow required for the building would likely be less then 200 gpm. for 30 minutes. This estimate was based on 0.1 GPM over 1200 square feet and 0.2 gpm over 300 square feet (the kitchen area)which equals 180 GPM. The flow was then rounded up to 200 GPM. The Mason County standards call for 0.2 GPM over 1500 square feet which would require a flow of 300 GPM. Margaret does not agree that the NFPA 13 standards require such a high flow for the entire remote area and feels that Mason County will accept a design based on the lesser value. The minimum pressure to the system required by Mason County is 30 p.s.i. Margie recommended a mini- mum pressure of 36 psi. An additional requirement of Mason County for systems where the well pump provides the entire water supply is that the sprinkler system and if the well also provides domestic water supply, then only 50% of the well capacity can be used for the sprinkler system supply. SYSTEM DESIGN CRITERIAAND ALTERNATIVES There are several alternative solutions to providing fire flow to the church. Three alterna- tives will be presented for further considerations. Each of the alternatives has its own dis- tinct advantages. Alternative 1: Use the Overton well on an interim basis until the property owners can con- struct a reservoir for fire protection. Requires the installation of well pump, piping to the site, and controls. It is assumed that the piping and pumps would be installed to fit into the ulti- mate future water supply be it owned by the property owners or the Belfair Water District. Alternate One: Overton Well (Only) System Design Criteria: 1. USGS Building First Floor Elevation = 328 feet. 2. Highest Sprinkler Head Elev. = 340 feet. 2. Required Sprinkler System Flow = 200 GPM or less. 3. Required Sprinkler System Static Head at the Highest Sprinkler Head = 36 p.s.i. Provide: 1. Well Flow of 400 GPM 2. A Minimum System Static Head at the Church of 83 feet 3. Install a 60 HP, 5 stage, 480 Volt, 3 Phase deep well pump capable of 400 GPM at 400 Feet TDH along with a 5 HP Deep Well Pump mounted on top of each other with Wesly Strawn mounting tool so they can mounted in the same casing.A well house will required with 4 pressure tanks and a flow control valve. Use 6 GIP drop pipe and #2 Wire along with a Subtrol motor protection device and controls. Cost Estimate: Description Unit Amount Unit Cost I Cost 1 164,500 Gal Reservoir LS j $ - 2 Deep Well Pump Assembly LS I $ 31,000.00 3 Pump House LS I $ 8,000.00 _4 10" PVC C-900 Water Line LF 2051 j $ 18.00 $ 36,918.00 5 8" PVC C-900 Water Line LF 300 $ 15.00 i $ 4,500.00 6 12" PVC C-900 Water Line LF 400 ; $ 20.00 $ 8,000.00 7 12" Gate Valves EA. 1 $1,500.00 $ 1,500.00 8 10" Gate Valve ___— _._. EA. 1 I $1,200.00 $ 1,200.00 9 8" Gate Valve _ EA. 1 $ 800.00 $ 800.00 10 Fire Hydrant EA. 2 $1,400.00 $ 20800.00 Subtotal Cost $ 94,718.00 Sales Tax $ 7,482.72 . Engineer n _and Admin. $ 18,943.60 Total Pro' _ t Cost j ( $ 121,144.32 Alternate 2: Use and develop the Overton well and construct a 70 foot high steel standpipe reservoir with a overflow elevation of 421 feet. The standpipe would be built for expansion to an overflow Alternate Two: Overton Off Site Well and Storage Reservoir System Design Criteria: 1. Fire Flow using hydrants only = 18 *C*(A)^0.5= 18*1.5*(7,500)^0.5= 2338 GPM for 60 minutes. (Volume = 140,280 Gallons) 2. Fire Flow with sprinkler system = 1500 GPM for 1 hours 3. Hydrant Elevation = 326 feet, Sprinkler Elevation = 340 feet. 4. Minimum Static Pressure at the Hydrant = 20 p.s.i. = 46 feet. Provide: 1.A 70 foot high steel standpipe reservoir with 164,500 gallons of storage (2350 gallons per foot)with a base elevation of 352 and an overflow elevation of 421. Design Tank so it can be increased in height to 120 feet to an overflow of 471. 2. Reservoir Storage Available for Fire Protection using Hydrants = 421- (326+46)*(2,350)=115,150 gallons plus (400 gpm - 25 gpm)for 60 minutes = 22,500 gal- lons. Total fire storage available = 137,650 gallons. 3. Reservoir Storage Available for Fire Protection using Sprinklers at 35 p.s.i. = 421- (340+83)"(2350)= None at 35 p.s.i. The well pump can provide 400 gallons per minute to the reservoir. The sprinkler system will not draw down the tank with a draw of only 200 gallons per minute on the distribution system. The sprinkler system pressure at the building will remain at 35 p.s.i. throughout the event. Cost Estimate: P I _ . . _. _..... Cost No. Description Unit Amount I Unit Cost � 1 164,500 Gal Reservoir LS $ 92,000.00 2 Deep Well Pump Assembly LS ' $ 31,000.00 3 Pump House LS j $ 8,000.00 4 _ 10" PVC C-900 Water Line LF 2051 $ 18.00 1 $ 36,918.00 5 8'* PVC C-900 Water Line LF 300 $ 15.00 $ 4,500.00 6 12" PVC C-900 Water Line LF 400 $ 20.00 $ 8,000.00 7 12 Gate Valve EA. 1 $1,500.00 $ 1,500.00 8 10" Gate Valve EA. 1 $1,200.00 $ 1,200.00 9 8" Gate Valve EA. 1 $ 800.00 $ 800.00 10 Fire Ffydrant EA. I 2 $1,400.00 $ 2,800.00 Subtotal Cost I $ 186,718.00 Sales Tax $ 14,750.72 Engineering and Admin. I $ 28,007.70 Total Project Cost ; $ 229,476.42 Alternate Three: On Site Well and Storage: Ron Wiley of Nicholsen Well Drilling indicated that 50 GPM should be available at approxi- mately 160 feet below the ground surface. Design Criteria: 1. Well flow = 50 GPM 2. NFPA minimum storage = 6000 gallons. 3. Provide 200 GPM to the sprinkler system for 30 minutes Provide: 1. New Well on site located in the N.E. corner of the property with easements from Overtons to protect sanitary well circle. Install 3 HP deep well submersible capable of pumping 50 GPM at 200 feet TDH. Pump to Storage Tanks. 2. 6000 gallons storage using 4-1500 gallon concrete septic tanks located at the building in a location the flood the booster pump intake. 3. A UL/FM approved Vertical In Line booster pump system with Limited Service Controller. Booster pump will be 15 HP pump with a 1 HP Jockey pump to maintain pressure and provide domestic service at 50 to 60 p.s.i. Cost Estimate: _Descrlption _�._._. _ .Una Amount Unit Cost Cost 1 Well w/Pump/Controls LS 1 $12,000.00 $ 12,000.00 2 6000 gal. Water Storage LS 1 j $ 4,000.00 $ 4,000.00 2 UL/FM Booster Pump Sta. LS 1 $ 7,500.00 � $ 7,500.00 3 2" sch. 40 Water Line LF 230 $ 3.00 $ 690.00 4 4" Sch. 40 Water Line LF 125 $ 5.00 $ 625.00 Sub Total $ 24,815.00 Engineering and Adrrbn. I $ 3,600.00 Total_Project Cost _ 1 $ _ 30,375.39 METHODIST CHURCH WATER SUPPLY AND FIRE FLOW STUDY SCALE: v-Boo rEET I G / u 50 P I I 300 5 3 P OVER TON I PROPER Tr TON Sao _ _SECTION 21 123N,PIE 340 � SECTION 2e T23H PIE EXISTM 600 GPM Q DEEP WELL 140 FEET DEEP a, .TOP EL-335% 12 NEW RESERVOIR BASE[LEY. -352' OVERFLOW-421' 0%"TON TANK NEIGH T-70'�3 Q`J PROPERTY P a b 1 I I II I I I / g+ / {� COHCFEIE WA MR ORAGE TANKS ,.STALLS ♦ I��T I l l i l i � -� IL T INT �X I—T 1-1 T 1 / \ \\\ \ 28 rU TURF PARKMO F)R'ANgON s9o , � \\ -- 170 TOOT DIM r" \ DE$P *v L- r'l➢m Tp \ \ 100'SA111TARv NCLL CtRClr / SIDRA« TANKS. METHODIST CHURCH WATER SUPPLY AND FIREFLOW STUDY STEEL RESERVOIR SIZE VS HEIGHT VS COST TANK HEEGHT VOLUME COST 0 0 $ - 20 47000 $ 32,000.00 30 70500 $ 40,687.00 40 94000 $ 50,889.00 60 141000 $ 72,800.00 70 164500 $ 88,000.00 80 188000 $ 102,000.00 90 211500 S 119,000.00 100 235000 $ 137,935.00 120 282000 $ 172,000.00 RESERVOIR COST AND VOLUME VS HEIGHT FOR STEEL STAND PIPE RESERVOIR IN BELFAIR, WA. 300000 250000 ''�• J 200000 -- — -- ----- - ------ - ---- ♦ VOLUME ■ COST N150000 - -- Power(VOLUME) 0 I Expon. (COST) 100000 — - - - Linear(VOLUME) SOOOO — - -------- — VOLUME It w 0 -50000 Q HEIGHT IN FT. RESERVOIR COST AND VOLUME VS HIEGHT 300000 250000 -- - -- W 200000 - -- J 0 150000 VOLUME y I Power(VOLUME) i v Expon. (COST) O 100000 — — ���-- - --- ---- i—Linear(VOLUME) > VOLUME—� Ix cn s w 50000 - -- ------ - --- 20 40 60 80 100 120 1 0 -50000 - HEIGHT IN FT. Submersible Turbine Model 7T-500 FAMILY CURVE SIZE: BERKELEY DESIGN SERIES: 7T-500 9PEED:3450 "L. 60 PUMPS CURVE NO.: ST29508 DATE: 6 DEC 89 O 600 500 - - - -- 0 c F7 d - /. -_ cf- 400 - - -- x - - - - - - 300__a J -- - - - - - - - - _ _ _- fi 200 OIT pal- I<- _ . . _ 01 O G.P.M. no 3w 100 500 600 700 000 CAPACITY Specifications CURVE No. M29541L_ LIQUID END WEIGHTS IMPELLER DATA TYPE: EKW= EYE AREA __8J.9_ Sp. 1n. DESCRIPTION TLEIGHT NP MOTOR THRUST CONSTANT K -_2.$4- Lbs./Fl of HEAD. LBS. RATING ONE STAGE LE. 59.0 30-60 6' HP IMPELLER No. STAGES IMPELLER Dia. ONE STALE LE, 60 M08294 _5_ 5.31'O 23-(4.63 ONE STAGE LE. 50 M08293 4 5.31i O 20:(4.69) EACH ADDED STALE 26.0 ALL ALL —40 p06291-- --� 5.19'O 12' 4.25 --s---� JO M0829i 3 5.19'0 42' 4.25 OUTLINE DIMENSIONS -- � BOWL DATA I" o c � DOWI No. I oases_ PUMP SHAFT Ob. �___ TYPE:_. iMEADED DISCHARGE 512E (L�ULALE 5"NPT(FEUALE) mill NOTE: For each addItIond stage odd'C' HP MOTOR A-ONE STAGE LIQUID END LENGTH A _B= _C_�- D_-[—E_�_F RATING FLANGE. B- SUCTION CONNECTION LENGTH 94 6.50 2.50 6.50 6.94 JO C- STAGE LENGTH ---._..- .... -. -- - - -- D- DISCHARGE CONNECTION LENGTH -- ---- --- -- -- E- BOV&DIAMETER _ -•-- - --- --- -- F- DIAMETER ACROSS LEAD GUARD YYY ©1990, Berkeley Pumps r T -7tl:� 1 A1Nn0O NOSVN HXW SHIM DVY01S MArM AG Q RWjN3d Ot ANVOinoO WVVd 314 (t wiD Oe'!De 100J Oet PR 'M-d AB 03"WJN3d UM WOWdVN90dol *a (t :S31ON ytl. dy O / LOIAVKUAW)34" .. . .pK / AFOUMlM lods r 4 4 ON303-7 ` i VO 03Mnssv sM+vl i7YlDtt � �' i' °� qs WAS t►1 +lu9 or / 1 to 8 80 90 pz i