Loading...
Hard File Scanned 5 SkiLLiNGs... CONNoLLy INC. CONsuhiNG ENGiNEERS January 14, 1999 #98007 City of Yelm PO Box 479 Yelm, WA 98597 Attn Catherine Carlson City Planner RE. Final Plat Comments for Prairie Heights Division 3 Dear Ms Carlson We have reviewed the plat, lot closures and plat certificate for this subdivision I have attached a listing of the items that should be addressed pnor to approval of this subdivIsion Some of these comments are rather picky and could be ignored, as they have no matenal affect on the subdivIsion If you have any questions please don't hesitate to call me My direct number is 455- 3120 Sincerely, SKILLlNGS-CONNOLL Y, INC. Consulting Engineers OA--~ Pat Fox, P L S Survey Manager PF P (r'\project\1998\98007\Task156\final plat comments.doc) Enclosure CIVIL. TRANSPORTATION. ENVIRONMENTAL PO BOX 5080 LACEY, WASHiNGTON 98509-5080 }60 / 491-n99 1-800-454-7545 FAX 491-}857 E-MAil skilliNGs@skilliNGs.cOM .. r 5 Final Plat Comments Prairie Heights Division Three Sheet one 1) In the dedication "Rainier" is misspelled 2) In the easement and reservations, change "operations "to "operation" and "street and tract frontage of "to "street frontage of " 3) The year 1998 shows up several times Sheet two 4) In the line table for line #4 change the length 49 95 to 5027 5) The symbol for monument set indicates that 5 monuments were set. I think only one was set for this subdivision 6) Show the bearing along the east line of lot 13, the south line of lot 13 and the south line of lot 1 7) The distance along the north line of the subdivIsion 661 61 should be 631 61 It's obvious that they are dimensioning from centerline but the requirements state that the dimensions of the plat boundary should be shown Lot Closures Most of the lot numbers are wrong in the lot closures I don't know if it matters to anyone but the numbers should be as follows 1 should be 3 3 should be 1 4 should be 13 5 should be 12 6 should be 11 7 should be 10 8 should be 10 9 should be 8 10 should be 7 11 should be 6 12 should be 5 13 should be 4 City of Yelm 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 (360) 458-3244 June 1,1998 Ms Ethel Jo Curry Mr Erling Birkland E.AR. Enterprises POBox 875 Yelm, WA98597 Re Residential Density for Prairie Heights, Division III Dear E.J & Rocky' Prairie Heights.-Division HI, received preliminary plat approval from the City on July 18, 1994 At the time of preliminary approval the project is vested under the adopted development standards, including zoning designation, in place at the time of approval The project site was zoned R-2 and the project was approved for up to 13 duplex units Under the R-2 zone you also have the option of building single family residences on each lot or any combination of single family and duplex, as long as the overall density of 26 residential units is not exceeded The vesting of development standards and the preliminary plat approval run concurrently The expiration date of the preliminary plat approval and the vesting of development standards expire on July 18, 1999 A one-year extension may be approved provided the applicant files a written request for extension at least 30 days prior to the expiration date Extension approval is granted upon demonstration that the applicant has made a good faith attempt to submit the final plat within the five-year period If you have any questions or I can be of further assistance please contact me at 458-8408 Sincerely, ~~~ Catherine Carlson City Planner cc: Shelly Badger C'\OFFICE\CATHIE\8117DENS WPD * Recycled paper City of Yelm YELM WAfiHINGTctrJ 105 Yelm A vCnUle West f' () Box 479 YeIm, Washing[@11 98597 (3M); .158-3244 June 17, 1997 Ethel J 0 Curry Erlmg Berkland E A.R. Enterpnses POBox 875 Yelm, W A 98597 Re DuratIon ofPrehmmary Plat Approval for Praine HeIghts, DIvIsIon III Dear E J & Rocky' As you know smce the ongmal prehmmary approval ofPrame HeIghts, DIvIsIon III, the City has amended ItS SubdIvISIon Code DuratIOn for prehmmary plat approvals has been extended from three yearr. to five years, wIth a possible one year extenSIOn. Although your project was approved under the three year tIme frame the new five year approval IS apphcable to you project. The expIratIOn date of prehmmary plat approval for Prame HeIghts, DIvIsIon III, IS July 18, 1999 A one-year extensIOn may be approved provIded that the apphcant files a wntten request for extenSIOn at least thIrty days pnor to the expIratIOn date Approval IS granted upon demonstratIOn that the apphcant has made a good faIth attempt to submIt the final plat wIthm the five-year penod. If! can be of further assIstance or you have addItIOnal questIOns please contact me at 458-8408 Smcerely, c(~ C~ City Planner cc Shelly Badger * Rcc"df'.d pGpt~r c;y elm ,/"$ ,,,;,. ~- September 12, 1994 Mr. Ty E. Peterson CI ty Planner City of Yelm r 0 Box 479 Yelm. Washington 98597 RE. PraIrie Heights DIvision 3 Dear Mr Peterson. Enclosed IS a copy of the recorded Mitigation Agreement between the developer and the Yelm CommunIty Schools DIstrict. This document is now part of the process that leads to final plat approval. Construction permits will be issued based on receipt of agreed fees as outlined In the MitIgatIon Agreement. The District collects the fees and issues releases to the developer. All you need to do IS ensure that the developer has a release prior to iSSUIng a building permit for any constructIon in PraIrie Vista development. This Mitigation Agreement is therefore a covenant on the property I have also enclosed a copy of the release of property from mitIgation aooreerru:=nt. (This is onbJ, a CODY. for vour records we WIll prepare the .l.l .... .... originals at the District.) At any time, should you have any question give me a call. ~ly, a?~.~.~~. Facilities DIrector Yelm School Distrlct is an Equal Opportunity Employer and follows Title IX requirements. d . . ~~\rn@~D~{gr~ I[ i \ II \ II \ ~\ 5EP I 3 1994 \WI UU ! After recordmg return to Yelm Commumty Schools DIStnct No.2 404 Y elm Avenue West POBox 465 Yelm, W A 98586 Attn. John Thomson MITIGA TION AGREEMENT THIS MITIGATION AGREEMENT ("Agreement") IS made this ItS day of ~ f- , 1994, between the YELM COMMUNITY SCHOOLS DISTRICT NO 2, Yelm, Washington (the "DIStrict") and EAR Enterprises(the "Developer") RECITALS A. The Developer has subrrntted an applIcatIon to City of Yelm for the constructIOn of 13 multI farrnly dwelling (duplex) umts, commonly known as PrairIe HeIghts, DivISIOn 3 (the "Project") The Project IS located on property that lies WIthin DIStrict boundaries, more particularly described on Exhibit A, attached hereto and incorporated herem by reference. B The State EnVIronmental Policy Act, Chapter 43.21C RCW ("SEPA"), provides processes and procedures whereby major actIons by state and local agencIes, mcludmg, but not lIrrnted to, plat or PUD approval or the issuance of bUIldmg permIts, may be revIewed to determIne the nature and extent of theIr Impact on the environment. Impacts on publIc servIces, Including schools, are envIronmental Impacts for the purposes of SEP A. SEP A reqUIres the mitigatIon of adverse envIronmental Impacts. C The DIStrICt's student populatIOn and growth projections mdIcate that the Project WIll have an Impact on the District, when cumulative 1Illpacts of other projects are considered. D RCW 82.02 020 authOrIzes the DIStrict to enter Into a voluntary agreement WIth the Developer for payment to mitIgate the impact of the Developer's Project. E Pursuant to ResolutIon No 12-16-93-05, It IS the policy of the District to recommend that the dIrect Impact of development be voluntarIly rmtIgated by the payment of fees and oth;;r rrutigatIon measures where appropnate F The Developer has agreed to nutIgate, on a voluntary basis, the adverse impact of the Project on the District. -1~-1 - -J ~ -=''':- J... - - - . .::2..r;. ~ .::..: t:::r tit AGREEMENT ,j, ..'- j ,..: 340 30 91C:;::il-32';:' NOW, THEREFORE, In consideratIOn of the above reCItals and the mutual pronuses and covenants below, the DIstnct and the Developer agree as follows. 1 The Developer acknowledges and agrees that there IS a direct Impact on the DIStrIct as a result of the Developer's Project and that tills Agreement is necessary as a result of that impact. 2 The Developer acknowledges and agrees that In order to Ill1tIgate the dIrect Impact of the ProJect, the Developer has offered to pay the Distnct the following sum of money. Five Hundred and No/lOO Dollars ($50000) for each family dwellIng unit or One Thousand and No/lOO Dollars ($1,00000) for each duplex umt or the total sum of ThIrteen Thousand and No/lOO Dollars ($13,000000) (the "MitigatIOn Payment") for the 13 duplex units. 3 Any extensIOn, renewal, modIfication or amendment to the Project that results In an adjustment In the number of dwelling units shall result In a correspondIng pro rata adjustment In the MitIgation Payment. 4 The Developer agrees that the payment of the full Mitigation Payment (in the amount of One Thousand and No/lOO Dollars ($1,00000) per duplex unit or ThIrteen Thousand and No/lOO Dollars ($13,00000) for the project, shall be a condItion of bUIldIng permIt Issuance and shall be made pnor to or at the tIme of buildIng permIt Issuance for each duplex umt In the project. 5 partIes. The DIstnct agrees to record this Agreement after it has been executed by the 6 The Developer acknowledges and agrees that the MitIgation Payment is authorized to be used for capItal Improvements to the folloWIng facilItIes Fort Stevens Elementary School, Mill Pond Intermediate School, Yelm Middle School, and/or Yelm High School and/or any other facIlItIes that may be affected by the Project and/or the purchase of portable facilitIes and/or school buses 7 The Developer agrees that the District has five (5) years from the payment date to spend the MitIgation Payment for the capItal Improvements or expenditures described in paragraph 6 In the event that the MitigatIon Payment IS not expended withIn those five years, the moneys WIll be refunded wIth Interest at the rate applied to judgments to the property owners of record at the tIme of refund, however, If the MitIgation Payment is not expended within five years due to delay whIch IS attributable to the Developer, the Payment shall be refunded WIthout interest. 8 The Developer waives and relInquishes its right to protest or challenge the payment of the MitIgation Payment pursuant to this Agreement and hereby covenants and undertakes that It forever refraInS and deSIsts from instItuting, assertIng, filIng or bnngIng any lawsUIt, lItigatIon, claIm, or challenge or proceeding to challenge this Agreement, claim any repayment or reImbursement of funds, performance or Improvements provided for thereIn, or any of ItS terms fu'1d conditIOns, on any ground or basis whatsoever 9 The Distnct hereby WaIves any objectIOn to the Project as presently proposed. 10 The DIstnct and the Developer agree that the MitIgatIOn Payment wIll be full and complete Ill1tigatIon for the impact of the Project as presently proposed on the DistrICt. 11 This Agreement shall be bIndIng upon and Inure to the benefit of the heirs, executors, adIll1mstrators, successors, and aSSIgns of both of the Developer and the District. 12 If an action must be brought to enforce the terms of thIS Agreement, such actIOn shall be brought In Thurston County Superior Court. The preVaIlIng party shall be entItled to payment of its costs and reasonable attorneys' fees. 13 This Agreement constItutes the entIre agreement between the partIes and any other agreement eIther written or oral shall be null and VOId. -2- :-'1 ::~.;:. 1 -l:::;e; .26~ - .... ... '- 3~~3S09~3&..J2~ DATED' DATED' YELM COMMUNITY SCHOOLS DISTRICT NO 2 ~~ a/L~ By' Dr Charles A. Hall Its Supenntendent E. J Curry jO/I" /)7~ / ! ~~~~ _ _ j 2 ~,.2 1 : 2r 3E-; 26 E: =-.;.~:; ~~;: 94:;:i9i!o'391-:1;..32~ -3- STATE OF WASHINGTON COUNTY OF THURSTON I certify that I know or have satisfactory evidence that Charles A. Hall IS the person who appeared before me, and said person acknowledged that he sIgned tills instrument, on oath stated that he was authonzed to execute the Instrument and acknowledged It as the Supenntendent of the Yelm Community Schools DistrIct No.2 to be the free and voluntary act of such party for the uses and purposes mentIOned in the Instrument. y/r /q'l Dated. , I~ _-&..... /, A. ? . ... ..'J J .0..' .'7 J ./~ ~ '0. Q,!'",1l...... -~.;,... '^.~ "/JI)( :~~ / V {... '2-lf-<~ Title ( /C2~A My appomtment expIres ;T'- / STATE OF WASHINGTON COUNTY OF THURSTON I certify that I know or have satisfactory eVIdence that E. J Curry is the person who appeared before me, and said person acknowledged that she signed thIS Instrument, on oath stated that she was authorized to execute the Instrument and acknowledged It as the representatIve of EAR EnterprIses, to be the free and voluntary act of such party for the uses and purposes mentioned In the Instrument. Dated fj;,~/ 91 \ > .' J:\GTY\ 19406-00.061\HRCAGR.OOC i _ :"-1 .::::~~ i - ;:;e; .;::69 _ l: _ r~ _ 'of r-of J~ l-3 -::t i-3 ~:k ~.::.: Eli'; _ --r- :..J. - - - ... ..'- -4- EXHIBIT A LEGAL DESCRIPTION General Location Located on the East SIde' of Vandl Road. adjacent to and North of Praine HeIghts. DivlSlon 1. approxImately 1300' South of Y elm Avenue Parcel No 227-30-140501 Lot A ofCtty ofYelmBoundary Line Adjustment No BLA-8113 as recorded under AudItor's File No 9403250286 in volume 15 ofBLA's, Pages 324-327, recorder Thurston County Washmgton. Land Area ApproxImately 3.1 acres DeSLnptIon. Construct tlurteen duplex units -.'__';; ~t ~ ~::J ~.':iUNT~ - ',.-- ,ji.- T'1r 11-: .'.... ~l-r J9 34 ~1? : 4;: rit:1 F~EI~;UE:I- aF l: j:ELt COrlit" :~-=;;l ;. ~:;ed ~ .-iUD I T O~ Ell ....t:HhH 5 :1EPU~~ - ~. - :-:: . .:,;. ..:. . ~it.: ,-ii.::iT... -'. -: 2 ~~.;:: 1 '~:;e: .270 f,,:' 940909~:::H3:2';:" -... .L~ -5- After Recordin~ Return To: Mr. John H. Thomson Facilities Director Yelm Community Schools District #2 404 Yelm Avenue West P O. Box 476 Yelm, Washington 98597 RELEASE OF PROPERTY FROM MITIGATION AGREEMENT In consideration of the receipt of $ , Yelm Community Schools District NO 2 hereby releases any right, title or interest in the following described real property under that certain Mitigation Agreement executed between Yelm Community Schools District NO 2 and E. J Curry recorded on September 9, 1994, under Thurston County Auditor's No. 9409090022, Volume 2321 Pages 266 to 270. DATA RELATIVE TO DEVELOPMENT PRAIRIE HEIGHTS< DIVISION 3 DUPLEX UNITS RELEASED Dated. Date moneys received from developer: YELM COMMUNITY SCHOOLS DISTRICT NO 2 By Facilities Director STATE OF WASHINGTON } } SS } County of Thurston On this day personally appeared before me, John H. Thomson, to me known to be the Facilities Director of Yelm Community Schools District No.2, the municipal corporation described in and that executed the within and foregoing instrument, and acknowledged said instrument to be free and voluntary act and deed of said municipal corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument on behalf of said municipal corporation. GIVEN under my hand and official seal this day of , 1994 ----------------------------------- NOTARY PUBLIC in and for the STATE of Washington, residing at My Commission Expires: r YEIM PlANNING DEPAR'IMENT STAFF REPORT PRAIRIE HEIGHTS DIVISION 3, 13-LOT PRELTIMINARY PLAT FRIDAY, JULY 1, 1994 BACKGROUND: The City received an application for prel~inary plat on May 18, 1994. Since that time, the City has been working with the proponent on the application. BASIC FACTS: Proponent: E.A.R. Enterprises Proposal: Prel~inary plat approval for a 13-lot residential multi-family (R-2) subdivision. Public Notice: Notice of Public Hearing was published in the Nisqually Valley News on June 23, 1994, posted in public area on June 23 and mailed to adjacent property owners on June 23, 1994. Mailed to all on the Planning Commission mailing list on July 1, 1994. Location: 3.1:t acres on the east side of Vancil Road, adjacent to and north of prairie Heights, Division 1, approximately BOO' south of Yelm Ave. Comprehensive Plan: This proposal rreets the Comprehensive Plan designation for this area. Zoning: Multi-family residential (R-2). Area Land Use: Irrmediately adjacent area to the north is zoned C-1 Corrmercial (current use - apartrrents), to the east is Thurston County residential 1/5, to the west multi-family residential (Prairie Heights Division 2), and to the south multi-family residential (Prairie Heights Division 1). Shoreline: N/A Critical Areas: Sensitive Aquifer Resource Lands: N/A Historic Structures: N/A Soils and Geology: Nisqually loamy fine sand and Spanaway gravelly sandy loam. Topography: Mostly flat, approximately a 2% slope. Air Quality: Should not substantially affect the air quality. Parking & Traffic: 52 off-street parking spaces are included in the proposal, which meets Yelm' s requirements. Mitigation through SEPA for traffic ~pacts for the Five-Corners intersection/Y-2 Alternate Route: 9 evening peak hour trips @ $300.00 per trip = $2,700.00 mitigation. Solid Was te: LeMay Garbage Service. Wastewater: ERU's are available for this proposal. Hookup shall be to the Yelm STEP sewer system. Water Supply: City of Yelm water supply. Stormwater: Must meet the requirements of the Drainage and Erosion Control Manual for the City of Yelm. A re-submittal of the Preliminary Drainage Report is currently under review (by Bob Connolly, Skillings-Connolly) i a recorrmendation will be provided at the July 7 Public Hearing. Open Space: Open space for prairie Heights Division 3 has been provided for in Prairie Heights Division 2. This open space area meets the requirements for Division 1-3. Power and Energy: Puget Power, Washington Natural Gas. Noise: Low. Disaster Risks: Low. Fire Protections: Thurston County Fire District #2. Police Protection: City of Yelm. APPLICABLE STANDARDS AND POLICIES: State Law: This proposal has conformed to all applicable State laws. State Environmental Policy Act (SEPA): The City of Yelm has issued a Mitigated Determination of Non-Significance, the corrment period expires on Friday, July 15, 1994. Yelm Municipal Code: This project shall conform to the City's Municipal Code. Comprehensive Plan: Comprehensive Plan designation is R-2, multi-family residential. This proposal conforms with the R-2 zoning requirements. Design and Development Standards: The internal road section in the "draft" Yelm development standards has been used for this project (30' paved roadway section, concrete wedge curbing and concrete sidewalks on one side of the street, with no roadside swales). City of Yelm Public Works and Engineering: A recorrmendation lS forthcoming by July 7 from Bob Connolly, Skillings-Connolly. .." Staff Recommendation: The City of Yelm Planning Department recommends approval; conditioned on the environmental checklist and SEPA canment period on the MDNS ending on July 15, 1994, and a favorable recommendation from Bob Connolly regarding the drainage. Also, that the Site-Plan approval include the Five-CornersjY-2 Alternate Route mitigation from the MDNS (9 evening peak hour trips @ $300.00 per trip = $2.700.0~t~ion fee). sw/& Badger err City Administrator (for the Yelm Planning Department) Dated: July 1, 1994 " ,SEPA MITlGATlOO FOR PRAIRlli HEIGHTs DIVISlOO 3 PRELIMINARY PIAT The City of YeJm has detennined thJt after the following mitigation in conjunction with the checklist, the '13-10t residential multi-family (R'-2) , preliminary plat of Prairie ,Heights Divisiop 3, does not have an adverse significant environmental impact: 0 The applicant. sl).all contribut~ financially to "the, Five-Corners intersection improvement and/or tlte' Y-2 Alternate Route as specified in the 1992 Y~Jm Comprehensiv~ Transportation Plan. Contribution is based Qn the number of evening - peak hoUr automobile trips generated by this site. Contribl!tion for the prop0sed site shall be for 9 evening (PM) peak hour trips through/the Five-C6rners intersection at $300.00 per trip = $2,700.00. I ~ The applicant shall agree to submit an agreement waiving any :r;-ight the ?1PplicqIlt might have to protest ithe fo:rmation of a Local Impr6vement D}strict (LID) or Latecomer's Agre~nt. I 'I 1 I DETERMINATION OF NONSIGNIFICANCE Description of proposal Proposed 13-lot residential multi-family (R-21 Preliminary Plat Proponent E.A.R. Enterprises LocatIon of proposal, including st~eet address, 'T any East side of I. . Vancil Road, adjacent to and north of PrCl.lrle Heights, Division 1, approximately 1300' south of Yelm Ave. East. Lead ag'ency Ci ty of Yelm The lead agency for this proposal has determined t~at it does ~ot have a probable significant adverse limpact on t'le environment An environmental Impact statement (ElS) is no: required uncer RCW 4 3 2 1 C 0 3 0 ( :2 ) ( c ) This de cis i 0 n,1 a s made after r e' i. e \Ii of a completed environmental checklist and other ,information on fIle '"lith the lead agency This information is available to the publiC on request u There is no comment period for this DNS !~ This DNS IS issued under 197-11-340(3) act on this nroDosal for 15 days from must be subrnitt~d by July 15, 1994. the lead agency will not tile date below Comments Responsible official Kathryn M. Wolf Position/title Mayor Phone 206-458-3244 Date 6-30-94 Signature 98597 ~ /11 JI-f Address P.O. Box 479, Yelm, WA (Optional) o You may appeal this determination to (name) at (location) no later than by (method) You should be prepared to make spe~ific factual objections Contact to read or ask about the procedures for SEPA appeals o There is no agency appeal T\SEPADNS.FRM '. City of Yelm ~ ".~ 105 YelmAvenue West POBox 479 Yelm, Washington 98597 (206). 458-3244 rVrI(E OF MITIGA'IED DE'IE~INATIOO OF rO\T-SIGNIFICANCE PRAIRIE HEIGHTS PIVISIOO 3 PRELIMINARY PIAT - The City of Yelm has issued a Mi1;:igated Defemination of Nqn-Significance (MDNS) under the State Environmental Policy Act Rules (WAC i 97-11). for the following project: A proposed 13~lot residential multi~family (R-2) sulxliyision located on the ,east side of Vancil Road, adjacent to and north of Prairie Heights, Division 1, approximately 1300' south of Yelm Ave. Atter r~viewof the cbmpleted envirOnmental checklist and other information on file with the,City~ the ~i~y of Yelm hasdet~min~ that, with mitigation, this proposal will not have a significant adverse ~pact on the environmept. Copies of the MDNS are available at Yelm. City Hall, 105 Yelm Ave. W _, The 'public is invited to carment on this' MQNS by submitting- written corr-l-nents no lpter than Friday, July 15, 1994 (5:00 PM) to Shelly Badger at P_O~ 'Box 479, 105 Yelm Ave. W., yelm, WA 98597, or delivered 'to City HalL ATTEST: 17 /)h G!(J/lliJ l VI?H tv Agne~ 'colombo City Clerk - .- ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- . . . , 00 NOT PUBLISH _ BEI...CW TIUS LINE ,. Publ~shed: Nisqually Valley News': Posted in Public locations: Mailed to OOE and SEPA mlg._ list: (p-30-q~ h- ?{}-Cf '7~ I-VI t.f , Recycled, paper HOWARD GODAT & ASSOCIATES, INC. 2708 Westmoor Court OLYMPIA, WASHINGTON 98502 (206) 943-1599 [L[lYlY[OO @[f lYOO~~~[K1JDlYlY~[L FAX (206)~57.6299 C ,-/ t\'-r c0 {-eLM DATE JOB NO, ~~ TO ~Jele D-V .241994 > WE ARE D Attached D Under separate cover via the following items: D Shop drawings D Copy of letter D Prints D Change order D Plans D Samples D Specifications D COPIES DATE NO. DESCRIPTION ~ Eeu/~ -- ~ Ai e .D~' Alt:1 r:;c::? rp-.&:V'/!VJ I ~ Y I , THESE ARE TRANSMITTED ~ For approval D For your use D As requested as checked below' > D Approved as submitted D Approved as noted D Returned for corrections D Resubmit_copies for approval D Submit_copies for distribution D Return_corrected prints D For review and comment D D FOR BIDS DUE REMARKS / r >(::!:t) ~b'P ~~ ~ ~-;:;;r-&:s.- -;;::r27 D PRINTS RETURNED AFTER LOAN TO US ,/4J-r tfc:;e:;r7"..o>N .s / ~ Do A6/ /C4~ 19 COpy TO 0Q W 40% Pre-Consumer Content . 10% Pos 'Consumer Content SIGNED' ~N 0 U'L- PRODUCT 240 (NeSS/ Inc., Groton, Mass. 01471 If enclosures are not as noted, kindly notify us at once, Ryal~!~4iJt , YELM, WASHINGTON 98597 AFFIDAVIT OF PUBLICATION STATE OF WASHINGTON County of Thurston Fiona Reeves , being first duly sworn on . general manager oath deposes and says that she/he IS the of the Nisqually Valley News, a weekly newspaper That said newspa- per is a legal newspaper and has been approved as a legal newspaper by order of the superior court in the county in which it is published and it is now and has been for more than six months prior to the date of the publications hereinafter referred to, published in the English language continually as a weekly newspaper in Thurston County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper . Notice of Public That the annexed IS a true copy of Hearings, Prairie Heights, Division 3. as it was published in regular issues (and not in supplement form) of said newspaper once a week for a period of _1 consecutive weeks, commencing on the f June 9 94 o 1 2~ day and ending on the 23 day of June , 19 94 both dates inclusive and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $ 25.50 which amount has been paid in full. ~ Subscribed and sworn to before me this ,> i 24 day of NOTICE OF PUBLIC HEARING PRAIRIE HEIGHTS, DIVISION 3 . 14-LOT PRELIMINARY PLAT PROP?S~L ! The City of Yelm Planning Com~lsslon and Yelm City Council will hold Public Hear- ings to receive comments o,n a pro~~s,ed 1 4-lot single-family residential ~ubdlvlslon located on the east side of vancd Road, ~~- , jacent to and north of Prairie Heights, DIVI- sion 1, approximately 1300' south of Yelm Avenue The Public Hearing of the YELM PLAN- NINGCOMMISSION will be held on THURSDAY, JULY 7,1994, at 4'00 p.m., in the Yelm City Hall Council Chambers, located at 105 Yelm Ave W , Yelm, WA. The Hearing of the YELM CITY COUNCIL will be held on WEDNESDAY, JULY ,13, 1994 at 7:30 p.m. in the same location. All int~rested parties are invited to attend ' the Hearings, Written comments must be received prior to the Hearings and can ~e mailed to the Yelm Planning Commls- sionlYelm City Council, P O. Bo~ 479, Yelm, WA 98597, or delivered to ~Ity h~1. If anyone has questions regarding thiS proposed subdivision, please contact Shel- ly Badger, city administrator, at 458-8405, or stop by city hall. ATTEST Agnes P Colombo, city clerk Published in the Nisqually Valley News Thursday, June 23, 1994 , , / I residing at Yelm, Washington. This form officially sanctioned by the Washington Newspaper Publishers' Association , City of Yelm 105 Yelm Avenue West POBox 479 Yelm,. Washington 9fJ597 (206) 458-3244 OOl'ICE ()F PuBLIC HEARJH;S PRAIRIE HEIGHTS , OIVISIOO 3 , \::, -*IDr PRELlMINARY PIAT PROPOOAL Th~ City of Yelm Planning Commission and YeJUn City Council will hold Public Hearings to receive COrTlTBnts on 'a proIX>sed\~lot single-family res;Ldential suWivis;ion located on the east side of Vancil Road, adjacent to and north of Prairie Heights, Division 1, approximately BOO' south of Ye.lm Ave. The Public Hearing of the YEIM PI.J\NNJH; .C<MUSSIOO will be held on 'lHURSDAY, JULY 7, 1994, at 4:00 1M, in the Yelrri City Hall Council Chambers, located at 105 Yelin Ave. W., Yelm,WA. The Hearing of the YEIM CITY ~IL will be held on WEDNESDAY, juLy 13, 1994,. .at 7:30 1M, in the same location. All interested parties are invited to attend the Hearings. Written co~nts must be received prior to the Hearings and tan be ma:j..led to' the Yelm Planning ComnissionjYelm tity Council, P.O. Box 479, Yelm,. Wl\ 98597, or delivered to City Hall. ' If anyone has questions regarding this proposed subdivision, please contact Shelly Badger, City Administrator, at 458-8405, or stop by City Hall. ATTEST :. am. yJ d;1>>i;) Agn~s P. Colombo City Clerk , ' , . . .., ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- . . - ., '. DO Nor PUBLISH BELOtJ THIS LINE Published in the Nisqually Valley News: Mailed to proponents and representatives: Maiied to adjacent property owners: Posted in public areas: ~, , ReC)'cled paper ~"'\ -T PRAIRIE HEIGHTS DIVISION 3 Preliminary Drainage Report Proponent: E.A.R. Enterprises P. O. Box 875 Yelm, W A 98597 (206) 458-2894 Engineer: Howard N. Godat, P .E. Howard Godat & Associates, Inc. 2708 Westmoor Court, S.W. Olympia, W A 98502 (206) 943-1599 Date: June 23, 1994 ,~~.,.~__"'"""o.,.-..~...--~~.~_ .....,_---------.-.-.,-~________.~_._ TABLE OF CONTENTS I. FACILITY SUMMARY FORMS 3 II. ENGINEERS CERTIFICATE 9 III DRAINAGE REPORT SectIon 1 - Project DescnptIOn 10 SectIon 2 - EXIstIng CondItIons 10 SectIon 3 - SOlIs 11 SectIon 4 - Wells 14 SectIOn 5 - Fuel Tanks 14 Section 6 - Sub-BaSIn DescnptIon 14 Section 7 - AnalysIs of the 100 Year Flood 14 SectIon 8 - Aesthetic ConsIderations 14 SectIOn 9 - Downstream AnalysIs 15 SectIOn 10 - Covenants, DedicatIon & Easements 21 IV EROSION CONTROL A B C D E ConstructIOn Sequence Se(hment Traps SIte RestoratIon Geotechmcal AnalysIs Inspection Sequence 22 22 22 22 22 V OPERATION & MAINTENANCE MANUAL 23 VI APPENDIX A. GroWIng SoIls B HYDRA Detailed Outputs C Tributary Maps D Drywell SIzing Chart E. Covenants THURSTON REGION FACILITY SUMMARY FORM Complete one for each facilIty (detentIon/retentIon) coalescing plate filter, etc ) on the project site Attached 8 1/2 x 11 sketch showmg 10catlOn of facIlIty. Proponent's FacilIty Name or Identifier (eg, Pond A) Infiltration Trench Name of road or Street to Access FacilIty Vancil Road Heanngs Exammer Case Number Development Rev Project No/Bldg Permit No N/ A Parcel Number' 227-30-140500 To be completed by utility staff utility Facility Number .. Parcel Number status, (num, 1ch) . . . . . . 0, Known: 1, Public; 2, Unknown; 3, Unassigned Basin and Sub-basin: (num, 6ch). . . . . . . (2ch for basin, 2ch for sub-basin, 2ch future) Responsible jurisdiction: (alpha, 1ch). . . (O)lympia, (C)ounty, (T)umwater, (L)acey Part 1 Proiect Name and Proponent Project Name. Prairie Heights Division 3 Project Owner E.A.R. Enterorises Project Contact Erling Birkland Address P. O. Box 875. Yelm. Washington 98597 Phone: (206)458-2894 Project Proponent (if different) Same Address Phone Project Engineer Steven D. Hatton. P.E. Firm. Howard Godat & Associates. Inc. Phone (206) 943-599 Page 3 Part 2 Proiect Location Section 30 Township . .17N Range . . . 2E,W.M. , Name and Addresses of Adjacent Property Owners Part 3 ~ of Permit Apolication Type of Permit (eg, Commercial Sldg) Clearing and Grading Other Permits (circle)' Shoreline Management Encroachment Other CO E 404 DOE Dam Safety Floodplain Rockery/Retaining Wall Grading DOF/W HPA COE Wetlands FEMA Other Agencies (Federal, State, Local, etc ) that have had or will review this Drainage and Erosion Control Plat N/A Page 4 Part 4 Pro Dosed Proiect DescriDtion What stream basin is the project in (eg, Percival, Woodland). Yelm Creek Zoning R-2 On-Site. Residential Subdivision. Number of Lots Lot Size (average, acres) Building Permit/Commercial Plat Building(s} Footprint, acres Concrete Paving, acres Gravel Surface, acres Lattice Block Paving, Acres Public Roads (including gravel shoulder), acres Private Roads (including gravel shoulder), acres On-Site Impervious Surface Total, acres 13 0.3 Ac . 0.89 Ac 0.89 Ac Page 5 Part 5 Pre-Developed Proiect Site Characteristics Stream through site y/n. . N Name. N/A DNR Type N/A Type of feature this facility discharges to (ie, lake, stream, intermittent stream, pothole, roadside ditch, sheetflow to adjacent private property, etc' Groundwater Swales, Ravines y/n N Steep Slopes, (steeper than 10%) y/n. . . N Erosion Hazard, y/n. . N 100 Year Floodplain, y/n N Wetlands, y/n N Seeps/Springs, y/n' N High Groundwater Table, y/n. N Other Page 6 Part 6 Facilitv Descriotion. Total Area Tributary to Facility Including Off-Site (acres) .. Total On-Site Area Tributary to Facility (acres) Design Impervious Area Tributary to Facility (acres) Design Landscaped Area Tributary to Facility (acres). Design Total Tributary Area to Facility (acres) Enter 1 for the Type of Facility. Wet Pond Detention Wet Pond Water Surface Area, Acres Dry Pond Detention . Underground Detention Infiltration Pond Dry Well Infiltration Coalescing Plate Separator Centrifuge Separator Other 4.24 3.1 0.57 2.57 4.24 1 Outlet Type (Enter 1 for Each Type Present) Filter Oil/Water Separator Single Orifice Multiple Orifice Weir. Spillway Pump(s) Other Page 7 Part 7 Release to Groundwater Design Percolation Rate to Groundwater (if applicable). Part 8 Release to Surface Water (if applicable) N/A Thurston County MSl Elevation (Ft ) Percent Design Full Empty. o 25 50 100 Page 8 2 in./hr. Volume (Cu Ft) 00 Discharge to Surface Water (CFS) 00 PROJECT ENGINEER'S CERTIFICATE "I HEREBY CERTIFY THAT THIS DRAINAGE AND EROSION CONTROL PLAN FOR PRAIRIE HEIGHTS DIVISION 3, YELM, WASHINGTON, HAS BEEN PREPARED BY ME OR UNDER MY SUPERVISION AND MEETS MINIMUM STANDARDS OF THE CITY OF YELM AND NORMAL STANDARDS OF ENGINEERING PRACTICE I UNDERSTAND THAT THE JURISDICTION DOES NOT AND WILL NOT ASSUME LIABILITY FOR THE SUFFICIENCY, SUITABILITY, OR PERFORMANCE OF DRAINAGE FACILITIES DESIGNED BY ME " Page 9 Section 1 - PROJECT DESCRIPTION. The proponent of this residential subdivision is applying for preliminary plat approval and will be applying for clearing, grading and utility permits when the final designs are submitted to the City of Yelm for their review and approval This project is located on the Vancil Road, 530 feet south of State Route 507. The legal description of this project is as follows Boundary Line Adjustment BLA-8113 as recorded under Auditor's File #9403250286 in Volume 15 of BLA's at Pages 324-327, records of Thurston County, Washington The assessor's tax parcel number 227-30-140500 This project is zoned residential multi-family residence, R-2 No other permits are known to be required for this project This project will create thirteen (13) residential lots when the project is completed. The project will be served by City of Yelm water and sewer, no septic systems will be installed Infiltration trenches will be utilized to infiltrate the stormwater runoff into the native soils There will not be a point of discharge from this project, all stormwater will be infiltrated into the native soils Best Management Practices such as the use of filter fabric fences, straw mats and plastic sheeting will be used during construction to prevent siltation of the existing and proposed storm drainage facilities All disturbed areas shall be stabilized and seeded after the roadway and utility construction is complete. There will be an erosion control plan prepared as part of the final designs of this project Section 2 - EXISTING CONDITIONS. This property and the surrounding area is very open with very few trees or understory The existing cover is mainly grasses as this site has been used as pasture land in the past The land, generally speaking, slopes from the south to the north with the average slope being approximately 1 8% The steepest slope on this site is approximately 2% There is no defined drainage coarse(s) entering or leaving this property Any stormwater runoff that would find its way onto this property from off- site is by sheet flow There are no creeks, lakes, wetlands, gullies, steep slopes or other environmentally sensitive areas on this site or immediately down gradient of this site This property is located in an Aquifer Sensitive Area as mapped by Thurston County There are no other known reports or plans that will impose additional requirements on this project Page 10 Section 3 - SOIL REPORT: The SCS soil survey for Thurston County has mapped this area as a Spanaway gravelly sandy loam This is consistent with the soil test pits that were dug on this site for Divisions One and Two The soil log map and the soil descriptions can be found at the end of this section of this report New soil logs will be dug for the final designs of Division Three The Spanaway series soils is a very deep somewhat excessively drain soil that was deposited by glacial meltwater of the Vashon Glacier as it receded This soils series has a low water holding capacity and has a high hydraulic conductivity The permeability is moderately rapid to very rapid with infiltration rates in the range of 2 0 to 6 0 inch/hour Erosion of this soil is slight and runoff is slow The SCS hydrologic group for the Spanaway soil is a Class "B" Groundwater was not encountered in any of the soil test pits Soil Log #1 0" - 28" - 28" 65" Soil Log #2' 0" - 15" - 24" - 35" - 15" 24" 35" 55" Soil Log #3: 0" - 19" - 33" - 19" 33" 63" Soil Log #4 0" - 15" - 28" - 41" - 15" 28" 41" 63" Dark Brown Loam, Type 4 Light Brown Fine Sand, Type 3 Roots to 34" (Few Gravels) Dark Brown Gravelly Loam, Type 4 Gravelly Loamy Sand, Type 3-4 Light Brown Gravelly Sand, Type 2-3 Light Brown Medium Sand, Type 2 Roots to 30" Dark Brown Loam, Type 4 Dark Brown Loamy Sand, Type 3-4 Light Brown Very Gravelly Medium Sand, Type 2 Roots to 60" Some Cobbles Dark Brown Loam, Type 4 Dark Brown Loamy Sand, Type 3-4 Light Brown Very Gravelly Medium Sand, Type 2 Sandy Gravelly, Type 1 Page 11 Soil Log #5. 0" - 31" 31" - 65" Soil Log #7' 0" - 23" - 30" - 50" - 23" 30" 50" 65" Soil Log #10' 0" - 24" 24" - 53" 53" - 60" Soil Log #11 . 0" - 36" 36" - 65" Soil Log A' 0" - 20" - 20" 62" Soil Log B. 0" - 33" 33" - 60" Dark Brown Loam, Type 4 Gravelly Medium Sand, Type 2 Dark Brown Loam, Type 4 Dark Brown Loamy Sand, Type 3 Light Brown Gravelly Medium Sand, Type 2 Clean Medium Sand, Type 2 Dark Brown Gravelly Loam, Type 4 Extremely Gravelly Medium Sand, Type 2 Sandy Gravel, Type 1 Roots to 53" Dark Brown Loam, Type 4 Light Brown Gravelly Medium Sand, Type 2 Dark Brown Gravelly Loam, Type 3-4 Light Brown Gravelly Medium Sand, Type 2 Some Cobbles Dark Brown Loam, Type 4 Light Brown Gravelly Medium Sand, Type 2 Page 12 g ~ J ~ ~I ~ ~ I N j III SL-4 51.-3 . . ~ Sl~ . -l -, ..... 1" = 200' I lU"- f I I I JP>R.A.][R.][k. JH: E][ G- JH: Jl S SO][L LOGS Section 4 - WELLS. There is one well on this site that will be abandoned as per the State Department of Ecology standards for well abandonment. Potable water for this project will be supplied by the City of Yelm Section 5 - FUEL TANKS. There are no known fuel tanks on this site nor are any planned as part of this project Section 6 - SUB-BASIN DESCRIPTION. This project is located in the Yelm Creek Sub-Basin of the Nisqually Drainage Basin as mapped by Thurston County The off-site tributary area for Division One is approximately 12 acres and Division Two, the off-site tributary area is approximately 10 acres, Division Three offsite tributary area is 1 14 acres Both off-site areas for the most part are undeveloped and is being used as pasture land The average slope of the land is approximately 1 5 % for both off-site tributary areas. There is no evidence that any runoff from the off-site area is entering this site in a defined drainage channel If runoff is entering this site it is by sheet flow across the existing terrain Since the existing soils are very porus with very high infiltration rate, the runoff rate is very low All the stormwater runoff from this project will be infiltrated into the native soils There will not be a metered release rate to off-site properties There are no emergency services located on or in the immediate area of this project There are no known hazardous materials that will be handled on this site or transported in the area tributary to this projects drainage facilities Section 7 - 100 YEAR FLOOD ANALYSIS. This project does not contain or abut a stream nor is this projected located within a 100 year flood hazard zone Section 8 - AESTHETIC CONSIDERATIONS. All disturbed areas of this project will be seeded upon completion of construction The biofilter swales and detention ponds will be seeded or sodded with a grass seed mixture compatible for this use Page 14 Section 9 - DOWNSTREAM ANALYSIS: The stormwater runoff for this project has been modeled using the "HYDRA" stormwater computer modeling program. The results from this model have been compared to minimum requirements stated in the manual The HYDRA model can be found in the Appendix of this report. The minimum requirements are calculated below Areas Westerly Tributary Roadway Disturbed Area 2 1 8 Acres o 27 Acres 1 35 Acres Easterly Tributary Roadway Houses Disturbed 2.05 Acres o 28 Acres o 56 Acres 1 22 Acres Filter Stria Area Westerly Filter Strip A = 2,000 x 0 27 A = 540 S F Area provided 720 S F Easterly Filter Strip A = 2,000 x 0 28 A = 560 S F Area provided 1,560 S F Minimum Storaae Volume. V m' Westerly Trench V = (6,000 x 0 27) + (2,000 x 1 35) V = 4,320 C F HYDRA 5,437 C F. Trench Size 90' X 50' x 13 4' DP 30% Voids Trench shall be located under filter strip Page 15 Easterly Trench V = (6,000 x 0 28) + (2,000 x 1 22) V = 4,1 20 C F. HYDRA = 4,936 C F Trench Size 90' X 15' x 12 2' DP 30% Voids House Drywell V = 6,000 x 0 08 V = 482 C F East home shall have one drywell or multiple drywells who's total volume is at least 482 C F Page 16 Howard Godat & Associates, Inc Olympia, WA NONE Status of DEFAULTS at start of run I I HYDRA Version 4 65 Page 1 Command file C \HYDRA\CMD\3018D3P CMD Input units are read as USA Warnings are turned : OFF Output sent to display . Brief Output sent to printer Off Output sent to file Brief Paper width in inches . 8 000 String to reset printer NOT SET String to set printer to compressed NOT SET String to set printer to 8 lines/inch . NOT SET Name of printer . NOT SET Print heading at top of page ON Number of steps in hydrograph Step length in minutes Significant flow in hydrograph Infiltration Diurnalization Factor Maximum plot value Type of hydrographic plot Sanitary flow by Delay to start of actual storm Rational Method computations SCS computations Continuous simulation computations Maximum diD for pipe design/analysis Match point position on pipe Number of allowable diam drops Mimimum drop thru manhole Manning's n Routing technique Calculate sanitary flows Calculate infiltration flows Calculate misc flows Page 17 . 96 15 0010 0980 Selected by HYDRA Compact Diurnal Curve 000 OFF Santa Barbara ON .0900 o 00 or Invert .999 .0000 Variable Quick . ON . ON ON 1 JOB PRAIRIE HEIGHTS DIVISION 3 2 3' TOT 6.15 4' FIL 100Z0NE1 INC ------ST ART OF SUB-FILE------ 1 HYE 15 0 091 0 091 0 091 0 091 0 091 0 091 0 106 0 123 0 12 3 0.123+ 2 0 159 0 159 0 159 0 159 0 176 0202 0.212 0212 0236 0 .236+ 3 0 248 0.279 0 308 0 308 0.323 0 323 0 412 0 412 0 373 0 373+ PRAIRIE HEIGHTS DIVISION 3 4 0971251405530367050803910389053905790 333+ 5' 0 449 0 466 0 292 0 292 0 272 0 272 0 272 0 272 0 272 0 272+ 6 0 234 0 234 0 215 0 237 0 241 0 259 0 259 0 259 0 237 0 .237+ 7 0 227 0 227 0 208 0 189 0 189 0.189 0 164 0 164 0 151 0 151 + 8 0 151 0.151 0.151 0.151 0 151 0.151 0 151 0 151 0 151 0 .151 + 9 0 151 0 151 0.151 0 151 0 151 0 151 0 151 0 151 0 151 0 136+ 10 0 136 0 136 0 121 0 121 0 121 0 121 11 RET ------ END OF SUB-FILE ------ 5 6' FIL DESIGN.INC ----nST ART OF SUB-FILE------ 1 CHD 100 .01 15424 001 0000 2' DPD 012 6 .01 01 2 0001 90 36 3 EPD 013 2 90 4' TRD 1 024 (0/0 0/ 33 33/ 33 .33/0) 5 RET ------ END OF SUB-FILE ------ 7 8' NEW WESTERLY INFILTRATION TRENCH 9 SCS 2.18 .12 98 65 35 0 10' INL 99 11: RED (0/0 608/ 14 810/ 18 1620/ 22 2430/ 25 3240/ 28 4320/ 31 50000/.7 0) Page 18 12 RES 336 336 341 OVER 13 14 NEW EASTERLY INFILTRATION TRENCH 15. SCS 2.06 13 98 65 32 4 16: RED (0/0 608/ 14 810/ 18 1620/ 22 2430/.25 3240/.28 4320/ 31 50000/ 7 0) 17: RES 336 336 341 OVER2 18' END PRAIRIE HEIGHTS DIVISION 3 __n__ SUM MAR Y 0 FAN A L Y S I S n____ Run number on command file' Number of links . Number of hydrographs Total sanitary population Total sanitary area Total storm area Number of pumps Number of reservoirs: Number of diversion structures' Number of inlets. Length of new pipe . Length of existing pipe Length of channel Length of gutter Length of transport units Length of pressure pipe . Page 19 6 4 50 o o 00 Acres 4 24 Acres o 2 o 1 o 00 Feet o 00 Feet o 00 Feet o 00 Feet 0.00 Feet o 00 Feet Howard Gadat & Associates, Inc Olympia, W A PRAIRIE HEIGHTS DIVISION 3 Lateral length = o Upstream length = *** WESTERLY INFILTRATION TRENCH HYDRA Version 4 65 Page 1 o Reservoir Invert -------------- Maximum Flow Values ----------------- Link Up/Dn/Ovr San Inf Sto Mis Design Cost Exfil 2 336 00 Incoming 336 00 Discharge 341 00 Overflow' Stored : Lateral length = Lateral length = 000 000 000 o 000 000 0.00 o o 88 0 00 o 32 0 00 0.00 0.00 5437 0 088 032 0.00 5437 o o Upstream length = o o o * * * EASTERLY INFILTRATION TRENCH Reservoir o Upstream length = Invert -------------- Maximum Flow Values ----------------- Cost Link Up/Dn/Ovr San Inf Sto Mis Design Exfil 4 336.00 Incoming 336 00 Discharge 341 00 Overflow' Stored Lateral length = 000 000 000 o 000 000 0.00 o o 89 0 00 o 32 0 00 o 00 0 00 4936 0 089 032 000 4936 o o Upstream length = o o Page 20 Section 10 - COVENANTS, DEDICATIONS AND EASEMENTS. The dedications and easements for this project will be shown on the final plat. Covenant for a Homeowner's Association will be filed with the final plat Page 21 EROSION CONTROL PLAN A Construction Sequence and Procedure' Prior to the commencement of any clearing, grading or filling activity for these improvements, all erosion control measures, including installation of a stabilized construction entrance if required, shall be installed in accordance with the details and specifications shown on the erosion control plan B Trap Sediment. The installation of a filter fabric fence as shown on the erosion control plan to treat silt laden runoff from the exposed soils As indicated in Section IV-A of the drainage and erosion control manual, protection of proposed and existing storm drainage facilities is an absolute necessity Additional erosion control measures may be necessary during construction and is the contractor's responsibility to ensure that erosion to future and existing drainage facilities does not occur C Site Restoration: All disturbed soils shall be seeded upon completion of this project Street trees and shrubs shall be planted as shown on the plans All other exposed areas shall be seeded with a grass seed mixture D Geotechnical Report There are no slopes steeper than 25 % on or near this project The average slope is 1 5 % in the project site, Since the 25 % slope is not exceeded on this project, a geotechnical analysis is not required E Inspection Sequence' City of Yelm and Howard Godat & Associates shall inspect all erosion and drainage facilities for this project All erosion control devices shall be inspected prior to constructing of this project commences Page 22 MAINTENANCE AND OPERATION PLAN A Introduction: The storm drainage for this project include catch basins, a piping conveyance system, a grass lined biofilter swale, an infiltration pond and an infiltration trench B Responsibility, Operation and maintenance of the storm drainage facilities within the public rights-of-way is the sole responsibility of the City of Yelm The association will maintain the infiltration pond C Schedule' Maintenance of the drainage facilities shall, as a minimum, follow the schedule outlined in the tables included in this manual as they apply to the facilities of this project Inspection of all facilities shall be performed per the maintenance schedule and corrections shall be made if the "criteria" for attention is met D Cost, Cost for performing maintenance and corrective measures for the drainage facility is estimated to be $500 OO/year. Page 23 Page 1 of 2 APPROXIMATE MAINTENANCE SCHEDULE FOR DRAINAGE SYSTEM COMPONENT ESTIMATED MAINTENANCE FACILITY MAINTENANCE CRITERIA FREQUENCY TYPE PROBLEM FOR A TIENTION (Years) Filter vaults Pluggmg Backup in conveyance system .5 Open ponds, channels Trash & Debns 1 cubiC foot per 1000 sq 1 feet, plugged trash rack. Poisonous vegetatIon If multiple use facihty and 1 presence of tansy, report, pOlson oak, stmgmg nettles, devils club, etc. Pollution Presence of oil, gas, or 1 other contaminants wlnch could cause plant damage, could constItute a fire hazard, or threatens water quahty Unattended ground cover Site does not fit mto 2 neighborhood Rodent holes in berm EVidence of rodents or pipmg 5 through dam. Tree growth Trees interfere with 5 maintenance. (do not remove if not a problem) ErOSiOn of slope faces Signs of erosion or potentIal 10 for erOSiOn. Settlmg of berms Settling of 4" or more. 15 Sediment More than 10% of deSign 2 volume is lost. Filter outlet loses 15 % of capaCity Spillway or rock Soil is unprotected and 12 revetments damage. subject to erosion Closed detentIon systems Plugged air vents Half of vent area is blocked 1 Debns & Sediment Sediment exceeds 10 % of depth 1 for 1/2 the length of storage vault or any pomt deeper than 15 % of depth. Page 2 of 2 APPROXIMATE MAINTENANCE SCHEDULE FOR DRAINAGE SYSTEM COMPONENTS FACILITY TYPE MAINTENANCE PROBLEM CRITERIA FOR ATTENTION ESTIMATED MAINTENANCE FREQUENCY (Years) Cracks in facilIty or Groundwater infiltration 20 inflow /outflow /pipes Structural faIlure. Tank, pIpe or vault IS bent 20 or collapsed so that 10% or more of volume IS lost. Flow restnctor (orifice) Trash build-up Less than 1.5 feet from 1 orifice down to debris build-up or blocked onfice. Structural Damage Failed connectors, out of 20 plumb, ladder unsafe, corrOSIOn, etc. Infiltration systems CapaCIty loss (blindmg) System falls below 90% of 2 deSIgn hydraulIc capaCIty Catch basms Sediment build-up More than 1/3 of depth to .5 to 1 lowest invert IS silted. Structural damage Frame out of flush by 3/4", 20 cracks in walls, settlement, rotatIOn, etc. Pollution High levels of 011, grease, .5 toxins, etc. present. PIpes Sediment 20 % of depth 2 Structural Dents decreasing area by 20 % , 10 cracks allowmg groundwater intruSIOn, corrOSIOn Open channels Sediment, vegetation SedIment depth exceeds 20 % of 2 design depth or vegetation exceeds deSIgn height. . \; ~ .. 5 MEMORANDUM -t ~O' . J! ~oe ~ o~ ~~~Q~'\ . V" l ~l ~ ~ ~J {\ i\\ \1\' \\\ ~ I~~ tV W V\ It "'\ FROM. Ken Garmann ane)ger Robert G. Connolly, P.E. TO: RE: June 1, 1994 Prairie Heights b J .-=r:n=- , DATE: The following comments are presented based on the review of the drainage plan and report as submitted to the City on May 12, 1994. 1. The new City road section should be used. 2. The drainage report should be corrected as red-lined plan and report. 3. Test holes for drainage should be required. c. Howard Godat & Associates d ~-;~f; ~ 10' ~ I It 54' I 10' UTI UTY UTILITY EASEMENT EASEMENT I 5' 5' C1.(I.lIING CWRINC UWIT$ UWlfS occm OCctPT 4f 4f TllMdf~ TllAltSFOllIIOl 15' 15' I 11 5' I 5 5'1 4' I z' ~ l -5' 5'--, - n I 2% 2% I I I I L.:..- ~ n ')'t''''~ I ro l CONC~WALK ONE SlOE Q( -..-J .---:: =- GENERAL NOTES. 1. SEE DETAIL 4-6A FOR PAVEMENT STRUCTURE. CITY OF YElM, WASHINGTON DEPT. OF PUBLIC WORKS STREET DESIGN LOCAL ACCESS RESIDENT1AL Z. SEE DETAIL 4-15 FOR WEDGE CONCRETE CURB & GUTTER APPROVED DWC NO CITY ::NC:NEE:R . 5 1 DA TE Ll. - . I i)G..S- I DWG DES. RGC OWN Dca CKD DATE -I'-/OA j/I.) ~... ----- .--'---- ~r Lf' I\~t (;1 ,'in (\\~I!O A I )1 1/).,' /, j,) ({ S C, {{ b {V! ,c ~(Jtf-+O J j ! \./0 /v/ I 'If') ,IV, ~. ~, .0( , c)Li 1//1/715'/ /Ot7f/1c14j 1m 11117; III [/ i.itU DIL '5~ ;q -41 J L ..----- .1/' f J/ \ jA~ I D 10 ;4vi , ~. ---- cJ / W\ I f [5, ~f)l Lda~cl CUiL* waJQl C5Y ~5fy r2,id- (0 /1 m ,<2 V) {s "'t-)J VlnsZ, . 't /\.. ~ -Y1~ /- /' '1-::'JZ~.ft ~ ,LAbrl2 ~ _A " ~#~ _~_5~& J-~ _.4:k_L 0 ~ LJ-~ ~~ r-~ /ZJtL'. '1 ! I 'K1o~/ u,dj,~ \. ENVIRONMENTAL CHECKLIST ~ of Yelm June 28, 1994 Phone E.A.R. ENTERPRISES P. O. BOX 875 YELM, W A 98597 (206) 458-2894 Proponent (c) Address 2 Representative Address HOW ARD GODAT & ASSOCIATES, INC. 2708 Westmoor Court Olympia, W A 98502 (206) 943-1599 Phone 3 Property Address or Location (e) Vancil Road, S.E. 4 1/4 S/T/R (t) SW 1/4 and SE 1/4 of the N 1/4 of Sec. 30, TI8N, R2E, W.M. 5 Tax Parcel # (g) 227-30-140500 6 Total Acres 3.1 Acres, more or less 7 Permit Type Preliminary Plat Approval 8 Zoning Residential Multi-Family (R-2) 9 Shoreline Environment: N/ A 10 Water Body' N/A 11 Brief Description of the Proposal and Project Name 13 lot residential subdivision with the proposed roadways and infrastructures. The plat is to be called Prairie Heights Division 3. 12 Estimated Completion Date Summer, 1994 13 List of all Permits, Licenses or Government Approvals required for the Proposal (federal, State and Local including Rezones) Clearing, grading, utilities, building and right-of-way access. 14 Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain There are no plans for additions of this project beyond the Division Three boundaries. 1 To Be Completed by Applicant 15 Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain There are no known plans by others that will affect this project. 16 Proposed timing or schedule (including phasing, if applicable Division Three completed by Summer, 1994. 17 List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal The only known environmental information that has been prepared for this area is that this project lies within the aquifer sensitive area as mapped by Thurston County. 1 Earth a. General description of the site (circle one) Flat, rolling, hilly, steep slopes, mountainous, other. Rolling b What is the steepest slope on the SIte (approximate percent slope) The steepest slope on this site is approximately 2%. 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 There are two soil types on this project: Nisqually loamy fine sand; Spanaway gravelly sandy loam. 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 Grading of roadway. There will be approximately 1,800 C.Y. of material to be graded on this site. 2 f Could erosion occur as a result of clearing, construction or use? If so, generally describe Rainfall runoff could cause erosion to unprotected areas. The site shall have erosion measures in place as per the Drainage Design and Erosion Control Manual for Thurston County Region Washington. g About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 45% of the site will be impervious with roadways and houses. h Proposed measures to reduce or control erosion, or other impacts to the earth, if any On-site erosion control fencing, siltation pond installation of storm drain system and retention piping as per the Drainage Design and Erosion Control Manual for Thurston Region Washington. 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 during construction, exhaust emission from construction equipment. Increased auto emission from completed project. b Are there off-site sources of emissions or odor that may affect your proposal? If so, generally describe Two roadways; State Route 507 and Vancil Road. c Proposed measures to reduce or control emissions or other impacts to air, if any Dust Control Measures during construction, Standard Emission control devices for project site. 3 Water 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 There are no surface waters on or in the immediate area of this site. 3 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 which 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 5) Does the proposal lie within a lOO-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 Stormwater runoff will be infiltrated into the native soils of this site. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example. domestic sewage, industrial waste containing the following chemicals ,agricultural) Describe the 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. ;t I elms Proposal will be served by 9fJ9Sed S. T .E.P. sewer system. c Water Runoff (including stormwater) 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 Stormwater runoff from the proposed roadways will be collected in catch basins and piped to biofilters for pretreatment and disposed of in infiltration trenches. 4 2) Could waste materials enter ground or surface waters? If so, generally describe Untreated storm water can carry pollutants. d Proposed measures to reduce or control surface, ground, and runoff water impacts, if any Design of drainage system to best management practices. Installation of biofiltration filter strips for pretreatment of the runoff. The stormwater control and treatment shall be designed for the drainage design and erosion control manual for the Thurston Region. All stormwater runoff will be infiltrated into the native soils in infiltration trenches. 4 Plants a. Check or circle types of vegetation found on the site _ deciduous tree, maple, other. ..x. evergreen tree, fir, cedar, pine, other shrubs ..x. grass ..x. pasture _ crop or grain _ wet soil plants, cattail, buttercup, bulrush, skunk cabbage, other _ water plants, water lily, eelgrass, milfoil, other _ other types of vegetation b What kind and amount of vegetation will be removed or altered? Only that what is necessary for the site improvements and utility construction. c List threatened or endangered species known to be on or near the site NONE KNOWN d Proposed landscaping, use of native plants, or other measurers to preserve or enhance vegetation on the site, if any Finish site to be landscaped and retention of natural vegetation where possible. 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 mammals fish hawk, heron, eagle, songbirds, other Robins Blue Jays, Wren, Chickadee, Crow deer, bear, elk, beaver, other' rabbit bass, salmon, trout, herring, shellfish, birds 5 b List any threatened or endangered species known to be on or near the site NONE KNOWN c Is the site part of a migration route? If so, explain NO d Proposed measures to preserve or enhance wildlife, if any Retain useable native vegetation where possible. 6 Energy and 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 Electric and/or gas heating and electric lighting. 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 Energy Efficient construction to State and N. W. Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. NONE KNOWN 1) Describe special emergency services that might be required NONE 2) Proposed measures to reduce or control environmental health hazards, if any All lots shall be connected to the Town's S.T.E.P. sewer system. Domestic water service shall be provided by the Town of Yelm. All existing wells on this site shall be abandoned and the water rights transferred to the City of Yelm. 6 b Noise 1) What types and levels of noise exist in the area that may affect your project (for example, traffic, equipment, operations) Existing traffic noises from State Route 507 and Vancil Road. 2) What types and levels of noise will be created by or associated with the project on a short- or long-term basis (for example, traffic, construction, operations, other)? Indicate what hours noise would come from the site Short term noise during construction phase - 7:00 A.M. to 9:00 P.M. Long term increased auto noise from completed project. 3) Proposed measures to reduce or control noise impacts, if any Retain the native vegetation wherever possible. 8 Land and Shorel ine Use a. What is the current use of the site and adjacent properties? This site and the surrounding properties are currently residential housing and farm land. b Has the site been used for agriculture? If so, describe Yes it has. c Describe any structures on the site Yes there are existing structures on this site. They include houses, mobile homes, barns and carports. d Will any structures be demolished? If so, what? Yes, all structures are to be demolished or removed from this site. e What is the current zoning classification of the site? Residential multi-family (R-2). f What is the current comprehensive plan designation of the site? Residential multi-family (R-2). g If applicable, what is the current Shoreline Master Program designation of the site? N/A 7 h Has any part of the site been classified as "environmentally sensitive"? If so, specify Yes, this site lies within an aquifer sensitive area as mapped by Thurston County. Approximately how many people would reside or work in the completed project? Assuming 6.2 residences per lot, there will be approximately 81 residents when this project is completed for the full 13 lots. j Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any NONE 1 Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any Comply with Zoning Requirements 9 Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing .')1R .)8"middle income housing units. b Approximately 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 antennae, what is the principal exterior building material(s) proposed? 25' height, LP siding. 8 b What views in the immediate vicinity would be altered or obstructed? Change from native undeveloped land to a residential subdivision. c Proposed measures to reduce or control aesthetic impacts, if any Retain native vegetation where possible. 11 Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking and Building lighting, dusk to dawn 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 Retain native vegetation where possible. 12 Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Golf course, City park and bike paths. 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 project or applicant, if any Open space for Prairie Heights Division 3 has been provided for in Prairie Heights Division 2. This open space area meets the requirements for Divisions 1-3. 9 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 NONE KNOWN b Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NONE KNOWN c Proposed measures to reduce or control impacts, if any NONE 14 Transportation a. Identify public streets and highways serving the site, and describe the proposed access to the existing street system. Show on site plans, if any Access shall be from the Vancil Road, S.E.. b Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? NO. Nearest bus stop is approximately 1,300 feet northerly of the project site. c How many parking spaces would the completed project have? How many would the project eliminate? 52 off street spaces, none eliminated. 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) Yes, (1) The internal roadways shall be constructed to 30 feet of paved surface, concrete wedge curbing and concrete sidewalks on one side of the street. (2) Frontage improvements to Vancil Road shall be for an eventual 28 foot roadway section concrete curb, gutter and sidewalk. e Will the project use (or occur in the immediate vicinity of) water, rail, or air transportatIOn? If so, generally describe No, it will not use water, rail or air transportation. 10 f How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur 26 evening peak hour trips to be generated by the completed project. 35% or 9 trips will be traveled east on SR 507 to the 5 corners intersection. g Proposed measures to reduce or control transportation impacts, if any Construction of new roadways to serve this plat and paying the 5 corners SEPA mitigation fees in the amount of $2,700.00. (9 trips x $300/trip = $2,700). 15 Public Services a. Would the project result in an Increased need for public services (for example, fire protection, police protection, health care, schools, other)? If so, generally describe Yes, Fire and Police impact due to increased facilities and population. b Proposed measures to reduce or control direct impacts on publIc services, if any All improvements are to be constructed to all current applicable codes 16 Utilities a. Circle utilities currently available at the site. electricity, natural gas, water, refuse service, telephone,. sanitary ~, septic system, other T. V. Cable 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 Water & sewer service by City of Yelm, Puget Power electric service, Yelm telephone service, Viacom, T.V. Cable, Washington Natural Gas, gas service, LeMay, Inc., refuse. All utility services to be extended to the site by others. 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. ~;E:o-i p Signature/Title JVNc-- 28) 1994 Date Submitted 11 City of Yelm TO FROM 105 Yelm A Vel/lie WesT P 0 Bo'( 479 Yelm, Washi/lgw/l 98597 (206) 458-3244 YELM WASHINGTON FACSIMILE TRANSMITTAL )PRM COMPANY 11mutl1[j heriOt j ffi~()(1 ote INDIVIDUAL {j{)/f) DY)e,/Z FAX NUMBER '}D{P -..~ 51- [;; )/19 et rf t-m INDIVIDUAL '-... '1,1. '&dg/ (206)458-4348 TO FOLLOW / / , COMPANY FAX NUMBER ;- ADDITIONAL C ********IF YOU DO NOT RECEIVE ALL COPIES OR ANY COPY IS NOT LEGIBLE, PLEASE CALL (206)458-3244 AS SOON AS POSSIBLE @ ReC\'ckd [XIper " ENVIRONMENTAL CHECKLIST C~~jfi . of Yelm May 12, 1994 Phone E.A.R. ENTERPRISES P. O. BOX 875 YELM, W A 98597 (206) 458-2894 1 Proponent (c) Address Phone HOW ARD GODAT & ASSOCIATES, INC. 2708 Westmoor Court Olympia, W A 98502 (206) 943-1599 2 Representative. Address 3 Property Address or Location (e) Vancil Road, S.E. 4 1/4 S/T/R (t) SW 1/4 and SE 1/4 of the N 1/4 of Sec. 30, TI8N, R2E, W.M. 5 Tax Parcel # (g) 227-30-140500 6 Total Acres 3.1 Acres, more or less 7 Permit Type Preliminary Plat Approval 8 Zoning. Residential Multi-Family (R-2) 9 Shoreline Environment: N/A 10 Water Body N/A 11 Brief Description of the Proposal and Project Name. (~)41ot residential subdivision with the proposed roadways and infrastructures. The plat is to be called Prairie Heights Division 3. 12 Estimated Completion Date Summer, 1994 13 List of all Permits, Licenses or Government Approvals required for the Proposal (federal, State and Local including Rezones) Clearing, grading, utilities, building and right-of-way access. 14 Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain There are no plans for additions of this project beyond the Division Three boundaries. 1 To Be Completed by Applicant 15 Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain. There are no known plans by others that will affect this project. 16 Proposed timing or schedule (including phasing, if applicable Division Three completed by Summer, 1994. 17 List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal The only known environmental information that has been prepared for this area is that this project lies within the aquifer sensitive area as mapped by Thurston County. 1 Earth a. General description of the site (circle one) Flat, rolling, hilly, steep slopes, mountainous, other" Rolling b What is the steepest slope on the site (approximate percent slope) The steepest slope on this site is approximately 2%. 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 There are two soil types on this project: Nisqually loamy fine sand; Spanaway gravelly sandy loam. 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 Grading of roadway. There will be approximately 1,800 C.Y. of material to be graded on this site. 2 f Could erosion occur as a result of clearing, construction or use? If so, generally describe. Rainfall runoff could cause erosion to unprotected areas. The site shall have erosion measures in place as per the Drainage Design and Erosion Control Manual for Thurston County Region Washington. g About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 45% of the site will be impervious with roadways and houses. h Proposed measures to reduce or control erosion, or other impacts to the earth, if any On-site erosion control fencing, siltation pond installation of storm drain system and retention piping as per the Drainage Design and Erosion Control Manual for Thurston Region Washington. 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 during construction, exhaust emission from construction equipment. Increased auto emission from completed project. b Are there off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Two roadways; State Route 507 and Vancil Road. c Proposed measures to reduce or control emissions or other impacts to air, if any Dust Control Measures during construction, Standard Emission control devices for project site. 3 Water 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 There are no surface waters on or in the immediate area of this site. 3 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 which 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 5) Does the proposal lie within a toO-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. Stormwater runoff will be infiltrated into the native soils of this site. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example domestic sewage, industrial waste containing the following chemicals , agricultural) Describe the 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. Proposal will be served by Yelm's S.T.E.P. sewer system. \ "/I I c Water Runoff (including stormwater) 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. ~:~:~:.~~noff from the proposed roadways will be collected Ht ~ f (10 f' P '~1~ .bas; ns.+O ,yJjlf;aIiln t- . which will serve as a treatment facility as well as a disposal method. A: taA-cJ 4 2) Could waste materials enter ground or surface waters? If so, generally describe Untreated storm water can carry pollutants. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any Design of drainage system to best management practices. Installation of PiP' VJ'L <i [aM bU;'JiV1S biofiltration swales. The stormwater control and treatment shaU be 0 designed for the drainage design and erosion control manual for the Thurston Region. 4 Plants a. Check or circle types of vegetation found on the site _ deciduous tree, maple, other' ..x.. evergreen tree, fir, cedar, pine, other shrubs ..x.. grass ..x.. pasture _ crop or grain _ wet soil plants, cattail, buttercup, bulrush, skunk cabbage, other _ water plants, water lily, eelgrass, milfoil, other _ other types of vegetation b What kind and amount of vegetation will be removed or altered? Only that what is necessary for the site improvements and utility construction. c List threatened or endangered species known to be on or near the site. NONE KNOWN d Proposed landscaping, use of native plants, or other measurers to preserve or enhance vegetation on the site, if any Finish site to be landscaped and retention of natural vegetation where possible. 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' Robins Blue Jays, Chickadee, Crow mammals deer, bear, elk, beaver, other' rabbit fish bass, salmon, trout, herring, shellfish, Wren, 5 b List any threatened or endangered species known to be on or near the site NONE KNOWN c Is the site part of a migration route? If so, explain. NO d Proposed measures to preserve or enhance wildlife, if any Retain useable native vegetation where possible. 6 Energy and 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 Electric and/or gas heating and electric lighting. 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 Energy Efficient construction to State and N. W. Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe NONE KNOWN 1) Describe special emergency services that might be required NONE 2) Proposed measures to reduce or control environmental health hazards, if any All lots shall be connected to the Town's S.T.E.P. sewer system. Domestic water service shall be provided by the Town of Yelm. All existing wells on this site shaH be abandoned. tJilc;( 11t.t., U1lltJr rlJIrfS -1111flJferf~d -1v--{1.Q ~Df !f'WI. b Noise. 1) What types and levels of noise exist in the area that may affect your project (for example, traffic, equipment, operations) Existing traffic noises from State Route 507 and Vancil Road. 2) What types and levels of noise will be created by or associated with the project on a short- or long-term basis (for example, traffic, construction, operations, other)? Indicate what hours noise would come from the site Short term noise during construction phase - 7:00 A.M. to 9:00 P.M. Long term increased auto noise from completed project. 3) Proposed measures to reduce or control noise impacts, if any Retain the native vegetation wherever possible. 8 Land and Shoreline Use a. What is the current use of the site and adjacent properties? This site and the surrounding properties are currently residential housing and farm land. b Has the site been used for agriculture? If so, describe. Yes it has. c Describe any structures on the site Yes there are existing structures on this site. They include houses, mobile homes, barns and carports. d Will any structures be demolished? If so, what? Yes, all structures are to be demolished or removed from this site. e What is the current zoning classification of the site? Residential multi-family (R-2). f What is the current comprehensive plan designation of the site? Residential multi-family (R-2). g If applicable, what is the current Shoreline Master Program designation of the site? N/A 7 h Has any part of the site been classified as "environmentally sensitive"? If so, specify Yes, this site lies within an aquifer sensitive area as mapped by Thurston County. Approximately how many people would reside or work in the completed project? '731 Assuming 6.2 residences per lot, there will be approximately.~ residents when this project is completed for the full ]A'lots. /3 J Approximately how many people would the completed project displace? NONE k. Proposed measures to avoid or reduce displacement impacts, if any NONE I Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any Comply with Zoning Requirements 9 Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing ~ )8- middle income housing units. b Approximately 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 antennae, what is the principal exterior building material(s) proposed? 25' height, LP siding. 8 - "- b What views in the immediate vicinity would be altered or obstructed? Change from native undeveloped land to a residential subdivision. c. Proposed measures to reduce or control aesthetic impacts, if any Retain native vegetation where possible. 11 Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainl y occur? Parking and Building lighting, dusk to dawn 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 Retain native vegetation where possible. 12 Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Golf course, City park and bike paths. b Would the proposed project displace any existing recreational uses? If so, describe NO c. Proposed measures to reduce or control impacts on recreation, induding recreation opportunities to be provided by the project or applicant, if any This pl=ojed wiIl-~e-approximfttely 6,400-s-quaFe-l'eet-ot.open-s-pace. -The existing r~idential structure ",HI be removed from-the-open-spaee ~rea pdor-to tot~l-lmildout of this-plftt. Df1 flSP{;U!~ ({5Y DN I~lrlh 3 htl1J ~ r DV /1lRd -IV bY) PratllJ~ /-Illtjh-r5 1::1 (/($, 1tJA. 2 -pJ() /51o-r.. Z ()'fU' ~r().ce acw,;,odoJ-e-S .4- W1tUB Jlf'qU-iVI!- m.eJf~~ PIIlB rDhS I,l ~ 3. 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 NONE KNOWN b Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site NONE KNOWN c Proposed measures to reduce or control impacts, if any NONE 14 Transportation a. Identify public streets and highways serving the site, and describe the proposed access to the existing street system Show on site plans, if any Access shall be from the Vancil Road, S.E.. b Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? ytY ~ ~)O. 130DJ Dt. tD ~lfflftVt c How many parking spaces would the completed project have? How many would the project eliminate? '67- Moff street spaces, none eliminated. 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) 30 Yes, (I) The.inter.na~roadw_ayS shall be constructed t~feet of paved COI"l(rl"tL ~'eGl~l~ ~t.:LU1f,1 . a,.., . - . ~lt surface, verbca cur mg and concrete sidewalks on b sldq!t of the street. (2) Frontage improvements to Vancil Road shall be for an eventual 28 foot roadway section concrete curb, gutter and sidewalk. A minimum of ~rrt of paved roadway shall be provided along the plat's frontage. e. Will the project use (or occur in the immediate vicinity at) water, rail, or air transportation? If so, generally describe No, it will not use water, rail or air transportation. 10 '. ., f How many vehicular trips per day would be generated by the completed project? If known, indicate when peak: volumes would occur 'cb ~~--r-&~. . ( I- . . ::J wrV.T.n. 'evening~ llf1-PvV/ L.QU01I~~ hr, -fr/YJtj @ 36C1Jo =- q -h- ry.J5 velU1f/ eM -Ih;~ ~(};rYleJ)t; I n-f~l)cfrlJrJ g Proposed measures to reduce 6r cont~ol transpoftation impacts, if any Construction of new roadways to serve this plat. +- -/fI!:J-.5-&rnv'l<JLf2 S&f/t //)1i+l-qq-!r ~ . tn. -f1~ ah1f. fJr-$ZlW.I5O CC}{?;Yl PfJafLJIr -fnfS ~ Jt3cd{)()7/irlp..:;:::..l;n()t). cIJJ ) 15 PublIc ServIces I ' :/ a. Would the project result in an increased need for public services (for example, fire protection, police protection, health care, schools, other)? If so, generally describe Yes, Fire and Police impact due to increased facilities and population. b Proposed measures to reduce or control direct impacts on public services, if any All improvements are to be constructed to all current applicable codes 16 Utilities a. Circle utilities currently available at the site. electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other T.V. Cable - 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 Water & sewer service by City of Yelm, 'OUc!1et Power electric service, LlelYY71Utfh4nelcAJ-.s.west. phone service, Telernble of Wasliu%g't6n, T.V. Cable, Washington Natural Gas, gas service, Pa~fic Bisposal refuse. All utility . b d d h' b J.P.r lay; nc.. servIces to e exten e to t e site y others. r 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. I!c~ Signature/Title MD \7- 1994 Date Submitted 11 ENVIRONMENTAL CHECKLIST /~ :t,' v~\ ~ 11 ~ \ ~ ~r8 Phone Town of Yelm September 16, 1993 E.A.R. ENTERPRISES P. O. BOX 875 YELM. WA 98597 (206) 458-2894 HOWARD GODAT & ASSOCIATES. INC. 2708 Westmoor Court Olympia. WA 98502 (206) 943-1599 Proponent (c) Address Phone 2 Representative Address 3 Property Address or Location (e) Vancl I Road. S.E. 4 1/4 S/T/R (f) SW 1/4 and SE 1/4 of the N 1/4 of Sec. 30. T18N. R2E. W.M. 5 Tax Parcel # (g) 227-30-140501. 227-30-140600. 227-31-30100 and 227-30-130600 6 Total Acres 16 Acres. more or less 7 Permit Type 8 9 Zoning Preliminary Plat Approval Residential Multi-Family (R-2) Shorel ine Environment N/A 10 Water Body N/A 11 Brief Description of the Proposal and Project Name 63 lot residential subdivision with the proposed roadways and Infrastructures. The plat Is to be cal led Prairie Heights. 12 Estimated Completion Date Summer. 1993 13 List of al I Permits, Licenses or Government Approvals required for the Proposal (federal, State and Local including Rezones) Clearing. grading. uti I Itles. building and right-of-way access. 14 Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain There are no plans for additions of this project beyond the Division One and Division Two boundaries. 15 Do you know of any plans by others which may affect the property covered by your proposal? If yes, explain There are no known plans by others that wil I affect this project. 16 Proposed timing or schedule (Including phasing, if appl icable Division One completed by Summer. 1993. Division Two completed by Fal I. 1994. 1 17 List any environmental Information you know about that has been prepared, or wi I I be prepared, directly related to this proposal The only known environmental Information that has been prepared for this area Is that this project lies within the aquifer sensitive area as mapped by Thurston County. To be Completed by Appl icant Earth a General description of the site (circle one) Flat, rolling, hi I Iy, steep slopes, mountainous, other Roll ing b What Is the steepest slope on the site (approximate percent slope) The steepest slope on this site Is approximately 14%, located In the southwest corner of Division Two. c What general types of sol Is are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural sol Is, specify them and note any prime farmland There are two sol I types on this project: fine sand; Spanaway gravelly sandy loam. d Are there surface indications or history of unstable soi Is in the immediate vicinity? If so, describe Nisqually loamy NO e Describe the purpose, type and approximate quantities of Any fi I I ing or grading proposed Indicate source of fi I I Grading of roadway. There wi I I be approximately 3,500 C.Y. of material to be graded on this site. f Could erosion occur as a result of clearing, construction or use? If so, generally describe Ralnfal I runoff could cause erosion to unprotected areas. The site shal I have erosion measures In place as per the Drainage Design and Erosion Control Manual for Thurston County Region Washington. g About what percent of the site wi I I be covered with impervious surfaces after project construction (for example, asphalt or bu i I dings) ? Approximately 45% of the site wi I I be Impervious with roadways and houses. h Proposed measures to reduce or control erosion, or other impacts to the earth, if any. On-site erosion control fencing, siltation pond installation of storm drain system and retention piping as per the Drainage Design and Erosion Control Manual for Thurston Region Washington 2 2 Ai r 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 during construction, exhaust emission from construction equipment. Increased auto emission from completed project. b Are there off-site sources of emissions or odor that may affect your proposal? If so, generally describe Two roadways; State Route 507 and Vancl I Road. c Proposed measures to reduce or control emissions or other impacts to air, if any Dust Control Measures during construction, Standard Emission control devices for project site. 3 Water 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 There are no surface waters on or in the Immediate area of this site. 2) Will the proJect require any work over, In, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach avai lable plans NO 3) Estimate the amount of fl I I and dredge material that would be placed In or removed from surface water or wetlands and indicate the area of the site which would be affected Indicate the source of fill material NONE 4) WI I I the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known NO 5) Does the proposal I ie 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 3 b Ground 1) WI I I ground water be withdrawn or wi I I water be discharged to ground water? Give general description, purpose, and approximate quantities If known stormwater runoff wi I I be Infi Itrated Into the native sol Is of this site. 2) Describe waste material that wi I I be discharged into the ground from septic tanks or other sources, if any (for example domestic sewage, industrial waste containing the fol lowing chemicals agricultural) Describe the size of the system, the number of such systems, the number of houses to be served (if appl icable), or the number of animals or humans the system(s) are expected to serve Proposal wi II be served by proposed S.T.E.P. sewer system. c Water Runoff (Including stormwater) 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known) Where wi I I this water flow? Wi I I this water flow into other waters? If so, describe Stormwater runoff from the proposed roadways wi I I be collected In roadside swales which wi I I serve as a treatment facl I Ity as wel I as a disposal method. 2) Could waste materials enter ground or surface waters? If so, generally describe Untreated storm water can carry pollutants. d Proposed measures to reduce or control surface, ground, and runoff water impacts, if any 4 Plants Design of drainage system to best management practices. Installation of blofl Itratlon swales. The stormwater control and treatment shal I be designed for the drainage design and erosion control manual for the Thurston Region. a Check or circle types of vegetation found on the site deciduous tree; maple, other -X evergreen tree, fir, cedar, pine, other shrubs --- -r grass -r pasture crop or grain wet sol I plants, cattal I, buttercup, bulrush, skunk cabbage, orner water plants, water Illy, eelgrass, mi Ifoi I, other === other types of vegetation b What kind and amount of vegetation wi I I be removed or a I tered? Only that what Is necessary for the site Improvements and uti I Ity construction. c List threatened or endangered species known to be on or near the site NONE KNOWN 4 d Proposed landscaping, use of native plants, or other measurers to preserve or enhance vegetation on the site, If any Finish site to be landscaped and retention of natural vegetation where possible. 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 Robins Blue Jays, Wren, Chickadee, Crow mammals deer, bear, elk, beaver, other rabbit fish bass, salmon, trout, herring, shellfish, b List any threatened or endangered speCies known to be on or near the site NONE KNOWN c is the site part of a migration route? If so, explain NO d Proposed measures to preserve or enhance wi Idl ife, if any Retain useable native vegetation where possible. 6 Energy and Natural Resources a What kinds of energy (electric, natural gas, 01 I, wood stove, solar) wi I I be used to meet the completed project's energy needs? Describe whether it wi I I be used for heating, manufacturing, etc Electric and/or gas heating and electric lighting. 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 Energy Efficient construction to state and N.W. Energy Code. 7. Environmental Health a Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spi I I, or hazardous waste, that could occur as a result of this proposal? If so, describe NONE KNOWN 1) Describe special emergency services that might be required NONE 5 2) Proposed measures to reduce or control environmental health hazards, If any AI I lots shal I be connected to the Town's S.T.E.P. sewer system. Domestic water service shal I be provided by the Town of Yelm. All existing wel Is on this site shall be abandoned. b Noise 1) What types and levels of noise exist in the area that may affect your project (for example, traffic, equipment, operations) Existing traffic noises from State Route 507 and Vancl I Road. 2) What types and levels of noise wi I I be created by or associated with the project on a short- or long-term basis (for example, traffic, construction, operations, other)? Indicate what hours noise would come from the site Short term noise during construction phase - 7:00 A.M. to 9:00 P.M. Long term Increased auto noise from completed project. 3) Proposed measures to reduce or control noise impacts, if any Retain the native vegetation wherever possible. 8 Land and Shoreline Use a What is the current use of the site and adjacent properties? This site and the surrounding properties are currently residential housing and farm land. b Has the site been used for agriculture? If so, describe Yes It has. c Describe any structures on the site Yes there are existing structures on this site. They Include houses, mobile homes, barns and carports. d Wi I I any structures be demo I ished? If so, what? Yes, al I structures are to be demo I Ished or removed from this site. e What is the current zoning classification of the site? Residential multi-family (R-2). f What is the current comprehensive plan designation of the site? Residential multl-faml Iy (R-2) 9 If appl icable, what Is the current Shoreline Master Program designation of the site? N/A 6 h Has any part of the site been classified as "environmentally sensitive"? If so, specify. Yes> this site lies within an aquifer sensitive area as mapped by Thurston County. i Approximately how many people would reside or work in the completed project? Assuming 6.2 residences per lot> there wll I be approximately 391 residents when this project Is completed for the ful I 63 lots. J Approximately how many people would the completed project displace? Approximately 9 people. k Proposed measures to avoid or reduce displacement impacts, if any NONE I Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any Comply with Zoning Requirements 9 Housing a Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing 154 low to middle Income housing units. b Approximately how many units, If any, would be et iminated 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 tal lest height of any proposed structure(s), not Including antennae, what Is the principal exterior building material(s) proposed? 25' height> LP siding. b What views in the immediate vicinity would be altered or obstructed? Change from native undeveloped land to a residential subdivision. c Proposed measures to reduce or control aesthetic Impacts, if any Retain native vegetation where possible. 7 11 Light and Glare a What type of light or glare wi I I the proposal produce? What time of day would it mainly occur? Parking and Sui Idlng lighting. dusk to dawn b Could I ight or glare from the finished project be a safety hazard or inter fere with views? NO c What existing off-site sources of I ight or glare may affect your proposal? NONE d Proposed measures to reduce or control I ight and glare impacts, if any Retain native vegetation where possible. 12 Recreation a What designated and informal recreational opportunities are in the immediate vicinity? Golf course. City park and bike paths. b Would the proposed project displace any existing recreational uses? I f so, descr i be NO c Proposed measures to reduce or control impacts on recreation, Including recreation opportunities to be provided by the project or app I icant, if any This project wi I I provide approximately 6.400 square feet of open space. The existing residential structure wi I I be removed from the open space area prior to total bui Idout of this plat. 13 Historic and Cultural Preservation a Are there any places or objects I isted on, or proposed for, national, state, or local preservation registers known to be on or next to the site If so, generally describe NONE KNOWN b Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site NONE KNOWN c Proposed measures to reduce or contro I impacts, if any NONE 8 14 Transportation a Identify public streets and highways serving the site, and describe the proposed access to the existing street system Show on site plans, If any. Access shal I be from the Vancl I Road. S.E.. b Is site currently served by publ ic transit? If not, what is the approximate distance to the nearest transit stop? NO c How many parking spaces would the completed project have? How many would the project el iminate? 308 off street spaces. none el iminated. d Wi I I 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) Yes. (1) The Internal roadways shal I be constructed to 24 feet of paved surface. vertical curbing and concrete sidewalks on both sides of the street with the cul-de-sac having sidewalk on one side of the street only. (2) Frontage Improvements to Vancil Road shal I be for an eventual 28 foot roadway section concrete curb, gutter and sidewalk. A minimum of 24 feet of paved roadway shal I be provided along the plat's frontage. (3) Off-site Improvements shal I Include resurfacing Vancl I Road from the northerly plat boundary north to Yelm Avenue. The resurfacing shall Include two 11 foot driving lanes and a 4 foot paved shoulder on the westerly side for pedestrian use. e Wi I I the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe No. It wi I I not use water. rai I or air transportation. f How many vehicular trips per day would be generated by the completed prOject? If known, indicate when peak volumes would occur 1.232 V.T.O. Peak morning & evening. g Proposed measures to reduce or control transportation Impacts, If any. Construction of new roadways to serve this plat. 15 Publ ic Services a Would the project result In an increased need for publ ic services (for example, fire protection, pol ice protection, health care, schools, other)? If so, generally describe Yes. Fire and Pol Ice Impact due to Increased faci I Itles and population. b Proposed measures to reduce or control direct impacts on publ ic services, if any All Improvements are to be constructed to al I current app I I cab I e codes 9 16 Utilities a Circle uti I Itles currently avai lable at the site electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic sys~other T V Cable b Describe the uti I itles that are proposed for the project, the uti I ity providing the service, and the general construction activities on the site or In the immediate vicinity which might be needed Water & sewer service by Town of Yelm. puget Power electric service. U.S.West phone service. Telecable of Washington. T.V. Cable. Washington Natural Gas. gas service. Pacific Disposal refuse. AI I utility services to be extended to the site by others. 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. Slgnature/Tltle 1993 Da te Subm I tted 10 l '\.. '" '" "'- "'- "'- ""- ""- ""- ""- ""- "'- DRAINAGE "'-, AREA "' TYPICAL ~ ~ ~ '\.. "- ,) } / ) PRAIRIE HEIGHTS STORM DRAINAGE TRIBUT ARY AREAS ~ EL 348 ~ sit PIPE 2.726' RESERVIOR WTR EL 486.9 sit PIPE LLI LLI Q. .. - Q. t- Q. - "lI' Q. It) == == . ClO ClO .- SM PIPE ~ ~ EL 357 49' Sit PIPE ~ NODE NUMBER EL 357 ~PROPOSED HYDRANT PRAIRIE W A TERMAIN HEIGHTS SCHEMA TIC FIRE FLOW ANALYSIS Ex. hydrant 470 feet westerly of SR 507/Vancil Road intersection. static Residual Flow 60 PSI 40 PSI 1,110 GPM @ 20 PSI hf = 20 PSI or 46.20 Ft. L = 150 1.85 ( 4 6 . 20) ( 8 ) 4,87 110 10.45 L = 2,726 L.F. 8-Inch Pipe Elevation at Ex. Hydrant 348.0 Reservoir El. = 348 + (60 x 2.31) = 486.6 Ft. OTITLE GIVEN TO NETWORK PRAIRIE HEIGHTS FIRE FLOW ANALYSIS MAY 14, 1993 FILE 3018.IN OALL DEMAND FLOWS ARE MULTIPLIED BY OPIPES 4 NODES 5 SOURCE PUMPS 0 BOOSTER PUMPS 0 RESERVOIRS 1 MINOR LOSSES 2 PRVS 0 NOZZLES 0 CHECK VALVE 0 BACK PRES. V. 0 DIF. HEAD DEV 0 RESERVOIR(NOZZLE) PIPES AND THEIR ELEVATIONS ARE 1 486.9 MINOR LOSS PIPES AND THEIR COEFS. 2 1.8 3 1.8 N9= 4 N8= 4 OJUNCTION EXT. FLOW PIPES AT 1101 .000 -1 2 102 .000 -2 3 103 .000 -3 4 104 2.228 -4 PIPE NOS., LOSS COEF. IN K*V**2/G2 ,AND LENGTH PLUS EQUIV. LENGTH 2 2 1.80 553.56 3 3 1.80 1630.56 OFLOW FROM PUMPS AND RESERVOIRS EQUALS 1000.000 1.0000 JUNCTION 2 3 4 OUNITS OF SOLUTION ARE DIAMETERS - INCH LENGTH - FEET HEADS - FEET ELEVATIONS - FEET PRESSURES - (PSI) FLOWRATES - (GPM) DARCY-WEISBACH FORMULA USED FOR COMPUTING HEAD LOSS 1PIPE DATA PIPE NODES NO. FROM TO 1 2 3 4 lNODE LENGTH DIAM HEAD FLOW RATE VELOCITY LOSS COEF 100 101 102 103 DATA: 101 102 103 104 2726. 470. 1547. 49. 8.0 8.0 8.0 8.0 .000750 .000750 .000750 .000750 1000.00 1000.00 1000.00 1000.00 6.38 6.38 6.38 6.38 39.75 8.07 23.77 .71 NODE DEMAND HGL NO. (GPM) (CFS) ELEV HEAD PRESSURE ELEV ---------------------------------------------------------------- 100 -1000.0 -2.23 348. 138.60 60.06 486.90 101 .0 .00 348. 98.85 42.84 447.15 102 .0 .00 349. 90.58 39.25 439.08 103 .0 .00 357. 58.61 25.40 415 31 104 1000.0 2.23 357. 57.40 24.87 414.60 HLOSS /1000 14.58 17.17 15.37 14.58 STREET LIGHTING LINE LOSS CALCULATIONS Howard Godat & Associates, Inc. June 23, 1993 voltage Drop (VD) = 2Ll/dV In Percent(%) k = Resistivity Constant, 12 L = Conductor Length in Feet 1 = System Current d = Conductor Area in cm v = System Voltage d = 16510cm, #8 Cu v = 240 Vac PRAIRIE HEIGHTS Source to 12+73 L = 153 Ft. 1 = 6.667 A VD = 0.62% 12+73 to 10+77 L 197 Ft. 1 = 3.33 A VD = 0.40% 12+73 to 13+68 L = 100 Ft. 1 = 3.333 A VD = 0.20% 10+77 to 7+93 L = 284 Ft. 1 = 1. 667 A VD = 0.29% 13+68 to 15+10 L = 180 Ft. 1 = 1.6667 A VD = 0.18% - ~~;:~~~ ~ ."s.. .. ,.f:' ..:'-"'. ',' u oJ co: ;.. - ... o Co Co ::l VI - 0 C/l c..., 90 90 10 80 80 70 8 60 50 - c: 0 - QQ c: - - VI cu ::: - u 40 ::l cu > ,0::: Cl:: Q V 30 -" 20 ~ u 6-g .;',J > Cl:: 40 5 30 4 20 10 3 10 o 2 0 FIG. 5-5. Soil support valve-S-for b (Reprinted with permission of the Am Highway and Transportation Officials fr sign of Pavement, 1972.) /, 2. Obtain (or estimate) the- ~quivalent daily applications. . -- 3. Determine the st1Uctural number, SN~ fro regional factors are shown in that figure.) ,-,,' 4_'"-"- ''';:~~~~~:(5~::'1.~7~'':;':I=tO<i~~7;-:';: PAVEMENT AND ~riEsimi '~~179- '~.,: ,,!,~........ '~ ~ 100 90 80 10 60 50 40 c.BT2- ~ 3~ 1<.=G5 30 20 0 10 9 8 7 5 6_>< u. 5 "0 c: Co 10 4 .. 0 ... <.J 3 15 .- .2 20 AASHTO Design. Method. :an Association of State. . AASHTO Guide for De- 0",:. -. '- Tlber of 18000-1b (80-kN) load .l~.-- o :.. ~:o:~;.;;:...~;. ~-:-. -.. ..:.:;-- ~':?J.~f:""':- tg. 5-6. (Suggested values. for 4b{"?-- -:,.-~~:iiB: PRAIRIE HEIGHTS PAVEMENT DESIGN - AASHTO METHOD SEE PREVIOUS PAGE FOR INPUT IN DOUBLE BOXES <01 STREET CLASSIFICATION~ INITIAL AADT: II 4,000 GROWTH RATE:~ 5 SOIL TEST RESULTS /.MUSTi. BE SUBMITTED I WITH THIS WORKSHEET II /. OF AADTT:II 5 II DESIGN LIFE: 20 YEARS DESIGN (EAU ~ 370,406 II RELIABILITY LEVEL (Ri'):11 85 i. II STANDARD DEVIATION (~). [I 0.45 II INITIAL SERVICEABILITY INDEX (Pi): 4.2 TERMINAL SERVICEABILITY INDEX (Pt): ~ 2.::50 II 6PSI = Pi - pt co 4.2 - I 2.30 1= I 1.90 I SUBGRADE' Mr = 1000 T (555 x R) RV ALUE FROM SOIL TEST = I 65 I = > Mr 137,230 psi I USING AASHTO DESIGN METHOD. SN = I 1. 70 I, PROVIDE NOMOGRAPH OR CALCULATIONS SN = (A1 D1 ) T (A2D2) T (A3D3) T (A...D...) STRUCTURAL COEFFICIENT' CLASS B ASPHALT CONCRETE ASPHALT TREATED BASE CSTC OR CSBC BALLAST 1.7=(0.42x2}+(0.14x2}=(0.10D} 0=5.8" USE: ASPHALT 2" CRUSHED SURFACING 2" GRAVEL BASE 8" SPANAWAY (SM OR GM) CBR 40-80 ASSUME CBR=35 Mr=1155+555R Mr=37,230 A1 =0.42 A2=0 34 A3=0.14 A4=0 10 { " r"". .....p '-- to(X;RAAl SOlNm, ~.' ~.)f' ~I''lj'''''..t~''' .kj.."....,,"''''~. .,. r,. d ,'I ".;i;lii'..b ~ .. I. II. /";~rt;.. .~~lm' . d,!,." -( I !. :l" "; ;:'~ i~..J~ . f.). '::llll!~~ mIl ,{ '!~A\.lr.L~ll ~l ,. , rl:;.!~;: ~;;i r A ~I 1 10910 [ 4.2 _ 1.5 ] W 10910 18 · ZR*So+ 9.36*109lO(SNtl) - 0.20 + 1. ~ 0: ",9 ",0 " !!- :.0 o i 0: + 2.32.1oqlO~ - 8.01 0.40 + ~4 (SNtl) 5.19 2 TL S 'f c"- .!! 12 .~~ ::I ~ 0'''' wg 0.:;: .- 0 ....0 , .- coo. -0. (jc{ -v ~g '1f~___ -.. D- e M :::c{ Ill., w- oo c u; D~sllln Serviceability Lon, OPSI -- 'iij ::: 0. ~~ _ " ':ill< .. .c '0 o o 0: '" .~ "Uc ~ .~ w~ "' 0: Exomplel W.. = 5 x.IO' R = 95 0/0 So = 0 35 MR = 5000 psi OPSI = 1.9 Solullorll SN = 5.Q 987' ~ .. ) 2 Desllln Structural Number, SN ( I ~ !.1 c:"V I J Figure 3.1. Dellgn chert for flexible pavementl balod on ullng mean value I for each Input. i": ~ ~. ;a. ~ ~ ' ; .' II .;k: ",\11.. a tt.tlII lor fa . '~I '. (I....,.. ~ ' Ji "l~'.)~' .('..1. d l, ij'1 ,-,}I l~ .~. , -"r~~ IbNJ;, ~ ,Ili~" ~=,L' I\t,., , ,'~ .,~ i.. 1 ! '/ I l- :i-.!.V~'~;~';H'f', i l;J:i:~.' ..l,J;t f'~"~' '1, \ :..W~~:~~l~\ )\~':~ ~f~11 'h': :.;~\~ ,:,.11 ~ ~It J.1 ii:'.l} .':'I:! .If.ill ilil:; -lll"'':l~tli!:1 ' ~ ! r:~t~!H.~J}t .Or ~H}if j'-:'... 1.:l ~!:'I . .,~! .."'" .:--t.. i~~:!({-:.\:.l q;:~~'1 ;! .;<, I. '.I..;.~j,I\:1 j~}}~! A i " .i.,.....~ .' : "'~F.I ... .,t, '~\j;. ';,. . r r..l . '-Sit '. ~.;,erl:".j.\(iii~i~i~'~.. i Y~.'I' :~ ,~1 "'..~);.-(;i . - , I :~*'t;;i.~rr'I~.;r) ,I I '. I .".~Ill"I_Y:t .~; ,.',. I' /. -1 i.~\:..,,\.f!t t. j .' , .~ : .' ,1i .r..y. ./, ~ ~i -l'~' .,.. ;'1 W 't\t~ll; ~:! ~,:. "" II, q, ,.1 ~l..' I~. t.,l . '. ';:.l;i:;~:i!~. ; J"Jr;: 1 . ~ I PRAIRIE HEIGHTS Construction Cost Estimate June 21, 1993 Item STREETS & DRAINAGE Construction Entrance silt Fence Excavation Catch Basin, Type 1 Catch Basin, Type 1L Catch Basin, Type 2 8-Inch PVC Pipe 8-Inch Perforated Pipe 10-Inch PVC Pipe 12-Inch PVC Pipe 15-Inch PVC Pipe 12" Concrete Culvert Washed Rock Box Drain Cleanout Surface Monument stop Signs Barricades Street Lights Gravel Base Crushed Surfacing Asphalt Concrete E-5 Curb Curb & Walk Grind Ex. Asphalt Hydroseed WATERMAIN Connect to Existing 8" PVC Pipe 4" PVC Pipe Hydrant Bedding Services Quantitv 4 Each 1,200 L.F. 11,850 C.Y. 11 Each 1 Each 7 Each 211 L.F. 1,272 L.F. 130 L.F. 111 L.F. 41 L.F. 72 L.F. 1,273 C.Y. 26 Each 2 Each 25 Each 6 Each 4 Each 4 Each 3,428 C.Y. 896 C.Y. 1,553 Tons 4,723 L.F. 957 L.F. 2,078 S.Y. 2.5 Acres unit Price $ 300.00 $ 1. 25 $ 3.50 $ 750.00 $ 1,000.00 $ 1,500.00 $ 7.00 $ 8.00 $ 8.00 $ 12.00 $ 18.00 $ 8.00 $ 9.00 $ 100.00 $ 200.00 $ 100.00 $ 250.00 $ 300.00 $ 3,800.00 $ 11. 00 $ 18.00 $ 38.00 $ 8.00 $ 9.50 $ 0.80 $ 700.00 Total Streets & Drainage: 1 Each 3,936 L.F. 183 L.F. 6 Each 1,197 C.Y. 28 Each $ 1,500.00 $ 12.00 $ 8.00 $ 1,500.00 $ 9.00 $ 550.00 Sub Total Watermain~ Sales Tax @ 7.9% Total Watermain: Page 1/2 Total $ 1,200.00 $ 1,500.00 $ 41,475.00 $ 8,250.00 $ 1,000.00 $ 10,500.00 $ 1,477.00 $ 10,176.00 $ 1,040.00 $ 1,332.00 $ 738.00 $ 576.00 $ 11,457.00 $ 2,600.00 $ 400.00 $ 2,500.00 $ 1,500.00 $ 1,200.00 $ 15,200. 00 $ 37,708.00 $ 16,128.00 $ 59,014.00 $ 37,784.00 $ 9,091.50 $ 1,662.40 $ 1.750.00 $277,258.90 $ 1,500.00 $ 47,232.00 $ 1,464.00 $ 9,000.00 $ 10,773.00 $ 15.400.00 $ 85,369.00 $ 6.744.15 $ 92,113.15 S.T.E.P. SEWER 4" PVC Pipe 2" PVC Pipe Bedding Air Release Assembly Services 1,639 L.F. 2,394 L.F. 628 C.Y. 1 Each 63 Each $ 5.50 $ 4.00 $ 9.00 $ 1,100.00 $ 300.00 Sub Total S.T.E.P. Sewer: Sales Tax @ 7.9% Total S.T.E.P. Sewer: TOTAL ESTIMATED CONSTRUCTION COSTS: Page 2/2 $ 9,014.50 $ 9,576.00 $ 5,652.00 $ 1,000.00 $ 18,900.00 $ 44,242.50 $ 3.495.16 $ 47,737.66 $417,109.71 - , . ~ >t&1fi~ & 9..yali~l~!!~)k~W~ ..... , ( .. YELM, WASHINGTON 98597 AFFIDAVIT OF PUBLICATION STATE OF WASHINGTON County of Thurston Fiona Reeves , being first duly sworn on oath deposes and says that she/he is the general manager of the Nisqually Valley News, a weekly newspaper That said newspa- per is a legal newspaper and has been approved as a legal newspaper by order of the superior court in the county in which it is published and it is now and has been for more than six months prior to the date of the publications hereinafter referred to, published in the English language continually as a weekly newspaper in Thurston County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of said newspaper . Notice of Mitigated That the annexed IS a true copy of DNS Prairie Heights Division 3 Preliminary Plat as it was published in regular issues (and not in supplement form) of said 1 newspaper once a week for a period of consecutive weeks, commencing on the 30 day of June g4 and ending on the 19 30 day of June ,19 94 both dates inclusive and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the . ... 24.00 fee charged for the foregOing publication IS the sum of $ wh;ch amount has be~_______ Subscribed and sworn to before me this 30 day of June residing at Yelm, Washington. This form officially sanctioned by the Washington Newspaper Publishers' Association -NOTICE"OF MrrlGATED DETERMINATION OF NON-5IGNIFICANCE PRAIRIE HEIGHTS DIVISION 3 PRELIMINARY PLAT The City of Yelm has issued a Mitigated Determination of Non-Significance (MDNS) under the State Environmental Policy Act i Rules (WAC 1 97 -11 ) for the following pro- ject: a proposed 1 3-lot residential multi- family (R-2) subdivision located on the east , side of Vancil Road, adjacent to and north of Prairie Heights, Division 1 , approximately 1300' south of Yelm Avenue. After review of the completed en- I vironmental checklist and other information on file with the City, the City of Yelm has determined that, with mitigation, this pro- poSlll will not have a significant adverse im- pact on the environment. Copies of the MDNS are available at Yelm City Hall, 105 Yelm Ave. W The publiC is invited to com- ment on this MDNS by submitting written comments no later than Friday, July 15, ! 1994 (5:00 p,m,) to Shelly Badger at P O. Box 479, 105 Yelm Ave, vy , Yelm, WA 98597, or delivered to City, Hall. ATTEST Agnes Colombo, City Clerk published in the NisquallY'Valley News Thursday, June 30, 1994 \ \ \ ---- ..., . .. I.I~~~ O~ THE; .o~~~1 .~.-e..\ , Q, rtP ""QJ'--: /:::::---:::::,......... ~ i , I fl . ._.7~.... -::'l7 '1 1. ~ ..L.l.:V..o.. a ~~~~:.:DN ~ City of Yelm .~'ICI.Jra~ __ ___ J 05 Yclm A\, ellue H est P 0 E,n 479 } [,n kvashingtoll 98507 (~06i ,;58-.'24...;. NOI'ICE OF MITIGA'IED DE'lEIfofiNATION OF NJN-SIGNIFICANCE PRAIRIE HEIGHTS DIVISICN 3 PRELJMINARY PIAT The City of Yelm has issued a Mitigated Detennination of Non-Significance (MONS) under the State Environmental Policy Act Rules (WAC 197-11) for the following project: A proposed 13-lot residential multi-family (R-2) subdivision located on the east side of Vancil Road, adjacent to and north of Prairie Heights, Division 1, approximately 1300' south of Yelm Ave. After review of the completed environmental checklist and other information on file with the City, the City of Yelm has determined that, with mitigation, this proposal will not have a significant adverse ~pact on the environment. Copies of the MONS are available at Yelm City Hall, 105 Yelrn Ave. W., The public is invited to comment on this MONS by submitting written comments no later than Friday, July 15, 1994 (5:00 PM) to Shelly Badger at P.O. Box 479, 105 Yelm Ave. W., Yelm, WA 98597, or delivered to City Hall. ATTEST: ,--., ! 0 l<9/JZtJ l VIJit LJ Agne~ Colombo City Clerk ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 00 Nor PUBLISH BELeW" 'lliIS LINE Published, NisquaHy VaHey News, !r30~q4- Posted in Public locations: b- ?f; -Cj ~ Mailed to DOE and SEPA mlg. list: "7/ f -Cl ~ @ Rec\'c1ed paper ~~ / '" ..... SEPA MITIGATION FOR PRAIRIE HEIGITS DIVISION 3 PRELIMINARY PIAT The City of Yelm has detennined that after the following mitigation in conjunction with the checklist, the 13-lot residential multi-family (R-2) prelirmnary plat of Prairie Heights Division 3, does not have an adverse significant environmental impact: The applicant shall contribute financially to the Five-Corners intersection improvement and/or the Y-2 Alternate Route as specified in the 1992 Yelm Comprehensive Transportation Plan. Contribution is based on the number of evening peak hour autanobile trips generated by this site. Contribution for the proposed site shall be for 9 evening (PM) peak hour trips through the Five-Corners intersection at $300.00 per trip = $2,700.00. The applicant shall agree to submit an agreement walvlng any right the applicant might have to protest the fornation of a Local Improvement District (LID) or Latecomer's Agreement. I I / I I I - I T----.J / I / I I I // 38 : / I I " I , I , / "~/ " - '- ,... I -, / ' I \ / I / I / I /1' / ' , I I '( I " I , I " I , I " I , J 'I '1 I , I r I I I , I I , I I __ I ______ I ------1 , J I / I I 2 " , , " " , " ~ MSL ~~~ 50 25 0 50 100FT MAIt.tClAL:). W\ItCPlo~ll'" An" 11:.011 ,ntI ~~... IHio &n ~-- IITIl TllIN OF YElIl REClUlREIlENTS .AND "TIlE ST.ANDARD SPECIFICATICtlS FOIl 1lOAD. BRIDGE All) lIJNICIPAl. ClJjSTRlJCTlON', STATE OF IASHINGTOH. LASTEST EDITION IITIl ADlENDl!ENTS TIlERETO. PIlIOll TO CONSTRUCTIl>>I A PRECONSTRUCTlON CONFERENCE SHALL BE SCHEDULED IIT1l THE TllIN OF YElIl DEPARTlENT OF PUBLIC llllRKS UTILITIES INSPECTOR (~S8-32<<l TIlE ll1lHER a. HIS/HER CONTIIACTORISI HEEDS TO BE IN ATTEIIlANCE. SC~E' ,n. 50' , I / I I I I , I 6 WELL 8 9 1 1 10 12 13 1 4 MO ---1-_-- , " ----~ ~-----j I { 1 I I I , I I I / I , I I I /----------/ I I P:R A I R I E H E I G ~ T S -----;/ / / 2 : 13 I 14 I I I / / ( I " ,1 5 I 1 6 I 1 7 / ,,------___.J I I / / I \, : 0 I V I S ION 1 i ///' ,/ \: 3 : -----~------~------~- '--- I I -------- ....- ~ _ 1__________1 ....-"'\ ,~, _-" I ...- \ .... \ I /...----,------r------,------T -----, \ \ \ 4 I I J I , I ,I I \ \ I ( / I I I \ \ , I J I I J ' \ \ ~---------1 I 1 2 I 1 1 I 1 0, 9 I 8 ',. 7 \ 6 \ I I ' I I' \ \ I I I I I I I \ \ 5 I I I , I r" I \ \ , ~ I I I , I \ ,\ I r -------~------------~------------~----__L \ I , ----------------, I I , , I I I I I I I ___f___ 5 4 3 2 1 18 ~ ,'-'17-~ ~ II i ~ J ~ ~ ~ j : . ! ! ~ ~ 0: ~ fIJ g: 81 Ii1 .., N _ lD E- ,.!,,:. ~.., ...~ C 8~ _ Nt.. U ~ 0 fI) fI) C . VI Q: E- ~ ~ C - Q: Cl ::l Q ~o N U 0 o dQ:~ ;0: 0 (II o ~~< ~VI~ ~~< Q ~~ ~ a:: 0"-' UNO ir :c g I rJJ ~ :c ~ F-I ~~ :I:z ~~ I-.f~ ~=: ~~ ~ ~ ) ~ SHEET. _ OF ....L. - JIIlEl(. 3018d3p1. dcIn .-.... .... PLAT DAlTAl ~ 1 -' rOTAL ARE4 OF SI1"E JJ ACRE ARE41N PROPOSED R1GIIT..oF WAY O,7+/-ACRE AREA IN OPEN Sl'ACE 0 ACRE NET USAGE FOR LOrs U+I-ACRE T'OTALNUMBER OF MVL17FMULY LOrs 1J LENG17I OF PROI'OSED NEW C11T ST1tEE1"S 5U FEET SMAJi;Esr LOT 7200 SF AVERAGELOT UQOSF MlNlHUMLOTWTDrH: <<J n ZONTNG: lIESlDOV17ALMC1L7T.FAMlLY RES/fJENCE R-] oEIVS11T s.z LOrstACRE UTll.JTIES ~C77i1C11T: rElDHOHE, CA.8l$ mAf7SlON: NA11JRAL GAS. I'UGEr sof/NO POWER d LJGHT J'ELI{ rElDHONE COMI'ANT I'lACOM CAJJLA WASHINGTON NA1V1IAL GASCl, ,~,ECAl,f., DESCIlllPTfON I'ARCELNO. 227-JO,I<0501 LOT A OF crrr OF )'EVf BOUNDARY lINE AD./VSTMENT NO BLA-3IIJ AS I1ECOR/JED VNDElI AVOI1"OR"S FIIA NO '#OJ150286IN VOLUME 15 OF BLA'S, I'.<GES )21-117 RECORES OF THVRSTONCO[}N7T WASHINGTON. -f'Q I ' 5() , ~ I r I ' 1----- 55-0582 DT .l THOMAS 150M 1/-0402 \}L ,\7~ !.. AM :;1':110.... :!~AF-;- --11 ~ 74 SCALE. 1"=100' I ',I I \ I o 50 100 200 2 13 78 dfi,;rn,qi" - l!!",ement ,,~ Ie -::;/pI 7j? Jtlf:AlP r~ I MILE --'Jtj}- - ~ -~.Q '" !<l i:i " " I _1__ 78 '" ~ dC":~' ,.:J_~~"-:~':' 'I \'i.. M,r~' : .-,,<::'J of WA3Jij v~ fI, ":<T<"ji""O;;' "," .. 'f..', ., ., tr" - 1 ,~ 0'..: .t 2..227 ~ C [1 \. ~r-S' ~~.l_~~t.!,f ~4. ~ '~~/ \~ OPlR'fS 02/15/i~ .rt':':.,..',;............"-~ t 11,,",-"-__ /';U fa.:!""'. ~'/ / / /'1 ':'-.....,8 .j"WAqr. ;,:",=,-:".:..NOER ,,J'WllERIDEVELOPEIIf EAJ/ ENTElII'R1SES 1'.0, BOl( 875 J'ELI{, WASHINGTON 985Pl 8~-22P6 !!."----t-- . __ ~ 2. ~ E TRUE & ASSOC ["IND SURI'EYTNG '~ ! WASHINGTON per Resolution 252) ') J\AO , A preliminary plat is a request to subdivide property into five or more lots for the purpose of residential, commercial, or industrial development. A preliminary plat is reviewed by the City's staff, Planning Commission and Council for conformance with City subdivision standards and other regulations The Council will hold a publiC hearing after notifying neighbors and other agencies The plat cannot be approved unless appropriate provisions have been made for public facilities, such as roads, sewer and water Preliminary review will usually take about 90 days. If preliminary approval is granted, a final surveyed plat must be presented within three years with appropriate arrangements for all improvements. NAME OF PROJECT ~t:::..I12..I-E= ~ -elG?-J.T~ u'U 1.5/t),J ...:3 APPLICANT E ~ 'R. -E:- N -rEJ<: "'PJc.I S es. Mailing Address P tJ,. 875 City, State and Zip )~LM, WD. 98:Sc.> ? . Telephone ( z.o0) B74 -.58Gc;:;. OWNER ~t>~:e- 1::>"::::> ~~ Mailing Address City. State and Zip Telephone ENGINEER! ARCHITECT/OTHER D..ov....1 t::::.:R.D boDb-r J A.s..~ , Mailing Address Z7C8 '\ilJ .e:s;-r f-.,/ I a::>E... C -,- City, State and Zip o L -( ('VIP' ~l W&, ~BSo"Z- Telephone ( z.c,Co) 943-/S~ SUMMARY OF REQUEST ?et::L/ /'/11 Ai be. ..../ PL?). T A ,Pre.~ v t::. L rP~ -r//E /4 Le/7/ ..s/,.J~~ F/.:::.""""1/ L-r 1?e:s, O.t:N7/ ~L PLC>i ..~ ~./ N" c::>.~'E.. e::IGH~. DIUl.s/~ .3 PROPERTY DESCRIPTION ef V~t>1c,L I General Location o;J ~~-r SID~ 12..0 /300 + $c::><....:r -r~1 (9F .:s 1<-. ,:SCJ 7 (. i'.=-z.f'./l b,......./8 ') Site Address Land Area (acres) 3./ D..c. Section ~50 Township /;? .r/ Range Z.c;= Assessor's Tax Parcel Number 22-7-,3c:) - /40.500 Full legal description of subject property (attach separate sheet if necessary) .:s e;!;i. b. -;7/ /j.c t-I e='-J I affirm that all answers, statements and information contained in and submitted with this application are complete and accurate to the best of my knowledge. I also affirm that I am the owner of the subject site or am duly au- thorized by the owner to act with respect to this application Further, I grant permiSSion from the owner to any and all employees and representatives of the City of Yelm and other governmental agencies to enter upon and inspect said property as reasonably necessary to process this application. I agree to pay all fees of the city which apply to this application. Slgne~ r~-/ Date ~ /7. /'775/ I' . CITY OF YELM PO Box 479 Yelm, WA 98597 458-3244 APPLICATION FOR PRELIMINARY PLAT Fee: $500 00 plus $25 00 per lot (Plus any professional service charges OFFICIAL USE ONLY Fee,<t. Oc:-/()L. '!! .a.~.u . ~ . 57/6k;y Da..t~. Mr. ael!J,ed ooy.-,/.o/ (. By {.~/;- - F~I)rA~Np~)g~tI / I ~ /~"~'l\[\ , PLEASE ANSWER THE FOllOWING QUESTIONS ATTACH EXTRA PAGES IF NECESSARY 1 Do the subdivision's lot sizes, proposed use, etc , conform with the zoning of the property? Please explain Yes) -r~S p.e.e>Jez::..-r cc::>lV/pLIt:J:s \.Nrr.4 6LL Crry ~ I erL M :Z!5 e,J I 'N6 0 'K-D I tJ A tJc..e<::::. I 2. Are any provisions proposed to minimiz1e conflicts with neighboring land uses? Describe. C<:=>MPL-r ......".J1-nl Crry 0 .>~~/VJ 2~NI/J6ANO Oe:s;./6N ..s:r.LJNDoeDS S....,~t:?t:sut.bl~~ "P~e::e77es Are.&" ...::s/~ ~-JILy ~/De:TV7/D-L / 3 Is the site within 300 feet of any "critical areas" such as wetlands or streams? No 4 What provisions will be made for water supply? """-I Crr~ \.f\..../ , L L ~ e -5U J?pL Ita:::> J Po7%1ex!& 6. NO FlEe P7Z0~7/t1J;V i37 --;:r-h/'.e- Cr7>'''' ~F ?eL,...,,, 5 What provisions will be made for sewage? t::. LL "TD C 17"(' c::> t 7'=~ '.s: ..s -r: E. I-='. LoTS ......"-J ILL c. 0 N tJ EZ-,- ..se\A...J eR.. oS ys 7e7'--1 I 6 What provisions will be made for storplX'/ater and/or flood control? ~LL e.&J.9tON C~tJTJ!j:Y L S70e,...", v...JfS7'~' eVNOU v.-J I LL Be;- ~,j7.e~LLe:() 6, e Ne;-7p't!)OS Oc....l',-LII'.-!e:Q) -z;; - II D12C:>nJ6be: De5t6;V ~S/i!7I..J C'~NT.l3::?L "-~/1C::)NU e:..L j-?9fG 7#e- v/!!.f5~,.1 72C:G'C9N'( L6Te57 e7;;)7/&N 7:: t::::es-Ot::, 7 What provisions will be made for streets, access and/or buses? r.Lb ?ett7~eeC) ...::s~-r \j\../lLL Be ~€Neo ,,,I CtO#..5-r-e'OG7e:J:::) -rc; C 11--; VF I~Lr-t .s-rL1tJ:;~ ,'") S;.P/='iC/F/c&>.-r/tJ1NS 8 What provisions, if any, will be made for open space and/or recreation? O~N sp/;Jce ~s SeeN ?KbV/Oe..O /IV OIV/.s~CtlS /., Z- 9 What provisions will be made for schools and school children? PbYIAlG OF ~ 1I'::)(6L:>-r/ePIJ F-ez;.s , ATTACHMENTS o Environmental Checklist (including $50 00 fee) o Adjacent Property Owners List including Assessors Tax Parcel Numbers o Vicinity map showing nearby property, streets, land uses, streams and other features. o Map showing location and size of water mains, sewer, stormwater facilities and other utilities and points of connection to existing systems. o Copy of any covenants or restrictions that will apply o Grading plan for cuts and fills over 100 cubic yards o Ten copies of preliminary plat drawing(s) not larger than 18"x24" showing: 1 Datum 2. Boundaries of all lots and streets in relation to city limits, section lines or corners, plus existing and proposed survey and elevation monuments. 3 Lakes, streams, wetlands, trees and other natural features. 4 Proposed zoning, use of each lot, and any public or common areas. 5 Existing buildings and other structures 6 Existing and proposed streets, alleys, sidewalks, railroads and associated rights--of--way 7 Wells and underground storage tanks. 8 On-site waste disposal systems and proposed sewer lines and tanks. 9 Existing and proposed street lighting, power, natural gas, television and telephone lines. 10 Grade and curvature of streets to 300 feet from the plat. 11 Existing and proposed contours at two-foot intervals (or 5--foot if greater than 5%) o A reduced size copy of the plat not larger than 11 "x17" ~._,.,.:::.. ~~., c:~ 1 MOVED, LEFT NO ADDRE"SS FORWARDING ORDER EXPIREO ATTEMPTED NOT KNOWN . UNCLAIMED 0 REFUSED ' NO Mi'\/L RECEPTACLE [] NO SUCh NUM881 [J 1:\i.slJr-mR0[J)j.B'b~tc;S MICHAEL~~CIL RD v 10619 VN ~t$S-:'R YEU"1, WA \ un -- ---- _.....------ ~""iz,;:;-~--=- _..::::d : ~~...." ,-L \"; ~~-"T-l "'r.-q ~ Lltrl~'~~ ""Y""4IU.S. POSH\GE \: ,y j.'\ . .,"" a \. ~,..~ ':1\ . JUW23'94 Ir-."~' - - f"\ g '. " 8;; IS - - L J ~. .,'--. '. '1: < 1 ...- R8.METER .. 1198295 . D\...:'(\<\? 1 f.\, \,~-t:~ 9'2.~fJ \. D6-''2.~.-94 \.9 "':A I" \ I I \ " ' II' Ii" :' 11" : 1\ . It ! I' d I .. I . I , II. ! . , 11111 ! I ! I ;; . , II . ! H" ! 11111' ! .1, ! Illl" . vC!Stn'lU ADJACENT PROPERTY OWNERS LIST INCLUDE ALL PROPERTY OWNERS WITHIN 300 FEET OF EXTERIOR BOUNDARY OF THE PROPERTY INVDLVED ADDRESSES ARE TO BE OBTAINED FROM OFFICE OF COUNTY ASSES- SOR, BUILDING #1, FIRST FLOOR I< I c. H AlZ.P C OU L ~l? /0502 ..>t! CLAU /?D Y cC-M I w',.q - ge.597 '2~/- 30-/zo9oZ- W 1L.rv1A De M Ic.H 105/0 sc t:.1-Ail.k. /2.D Y6I..JI/! J vVA. ge50/7 2-'2-7- 30" rl 09 tJO OuR. ~ED~rnER. ~urnS'~tJ c~()~ c..tt- 10 3e:L-S- NWY .....~D'? SB <--te~(l')J vtJ,q ct ~s-<17 02~ '7 -:<..0 1::)-)) I)(? (Y)lvHft6\.- NOR~tJl~r I D &;, I q v f\' NG.\.--. R 'D ~ - ~ l.J r.;..l- (Y) . l-tJ It. q '2?~ 1''' ~~ \ ''\1 d..~7 -30-J~)~i~(,)(0 C,.,A'R. h. 0A<t,S '9--oy ) 0 s:- .2.tj- Ct..f'lR k R D sE '''p:::1.... fY\) w q t:'j'Z S- q 7 .:L~ 7 - 36 - I 3-{)Q...OO . \ ~O(l)f)$ 'l-.ll N G- (1) 1/~6 Po BDX '4-c{ q '-!ehf'YI, uJA, q 'b$;q'1 ~/- 2>0- ,3-D 3D ~ :::L;:;J.t'" 3D- ) ~-/)~():~ (=\0 B E:~T LV r\ A J....~(\/ I () '7 D Lf C,I...J.) ~ K R J:> 't; B y21,-(l\, uO.A q 3'5'1 '1 C}.. ~ 7'" 30 ~ i 3 - DJ{>tJ I ,- Hf1~Ol--b L-DoJ.-..,~ f 0 130 x. "'S' ;;J..oD '1 t:..J.....P1 uU A q 8.s-'Q 7 J .;L;:>.. 7 - 3 D ~ / ?s'() J..j () () W IL;-..IA'{t) ~G'k\DOJ...,. c..~AFI 1 08'3 \ 'If AN 0 \!- Rb se '113~(1)J u) IT q ;jGer7 ~d.1-3D - 13 - D7bl <2~ '7 _,<:,... - \ ~ - /l ;7 0 () K I2.N N ~l~ GAl K.E I D ~ .3 l V AN cJ L- Rob ~e 'fe-U'f\, Wft q 6~1'7 .;l.,~ 7 - 5D ~ I ~ - D q D 6 1_'-"] _.=<,j"j - I=>"- /) ~ f'Jn WPr'-j1\l j;: if I'\NC\ ~ f D Bb X ) ~2 '1 ;r; }-.fl) LiV f\ <1?;.s; q '""1 ~~I-jO- ^lJ -t}=&oc> d- .-. .--'- -- - .-.. Joe Jones 'e I Rt. ~ jft.~ 9~!,~A 98501 . Jack Smllh'A W1Alrf\\"l>' ~oad; l31~i~;-WA 98503 \ USE BLACK INK ONL Yi fAUl-1 NE IT"ABI-OwS~ \ -'-f- 0 J...- () ~ S is j.j, S r A- uR. D te-f~> co, 8 DO II ~.;:J..'7- 6D-- II - DsDO S1t6K. "Yb UG-N ;:} 7 0 ~ b- Idt'b A-V~ s t<,E NT" W f'r q;J O-:s ..::L, ~d.7 - ~D- It-o4 DO 02-:;:1..7 - :3 {) - II-D4-0 '3 T loaMY) A'S I ~ 0 (Y\ Pi) , 16 CJ x. l, ';5 't If.ehrr) t-tl A- q ~S-1 7 J ~'7 -:3 0 - I J.. 0-4'0;;L DR~-e.N Fr:. u 6- H ~ '7 0 4- ~ I L> "':h (4-vF; 'S. KE'N'\, iVfT. q '2lJ 5 ~ ~01../- \3~-- I) - ~-v-o I N 0 u.l A ~ 'D A I-c: X ft:; N 1) .G f'2.... ~ 0. 5D>e a.O 4:- 1ef.-()\ vJA. q OE:q, ~~7- 3D - "-f j-I) ODD A' )"'1:::' 6A,e k J-..AN"~ p,O BD,\(. ~ 3'~ '-('J;;J--fT\) uJA, q :J~q7 .:J.:;J.. 7 -:3 () - J Y - () ~oo )....J- (J '1 t:> REI ~ E:L j~ 30(p 'E>AJ....P N-I~ Rl::l c-e' '/:aft); Wf\- q~17 ,;;)..~ 7- 66 - J t.f' -07 bO ~ ow A"R.:.t> A J-.. ~ A- !"J ~ ~ t:J I). B7>.X~DIo '1 ;;'J-rr'>, uJ Pt , q ?].:s-1'7 ;J,,~"- 36 ~ J-Lf-D6'()() F/l J? &4/~~r:sES "Ro, ;.3'.l,)( ~"'5 y'c~ c.J)';1SH, 9'?s9?' 2?"7301.fO/OO ! (POD ? :;U'y 3{) /ijn ,)"01 ) 000 / .,.._ ~n:.." .., .....,.'1. I~"'\l'..), il.~&~n<'''''''~,..,--,-..,M