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Project Review & Correspondence City of Yelm Community Development Department Invoice No COO-02-048 INVOICE !!!!!!!! Customer Name HERITAGE HOMES & LAND, INC Address PO BOX 1269 City EATONVILLE State WA ZIP 98328 Phone Date Order No Rep FOB 4/1/02 SUB-00-8254-YL Hawks Landing Qty Description Unit Price TOTAL 16 Engineering Plan Review No 1 $54 00 $864 00 2 Correspondence $54 00 $108.00 10 Engineering Plan Review No 2 $54 00 $540 00 2 Correspondence $54 00 $10800 SubTotal $1,62000 Payment Details '" Shipping & Handling $000 0 Cash Taxes WA 0 Check 0 TOTAL $1,620 00 IOffice Use Only City of Yelm Community Development Department POBox 479 Yelm, WA 98597 (360) 458-3835 fax (360) 458-3835 THANK YOU City ofYelm 105 Yelm Avenue West PO Box 479 Yelm, Washington 98597 (360) 458-3244 December 6, 2001 Kathy Owens Nature By Design 3021 - 69th Ave W , Suite G University Place, W A 98466 Re Landscape Comments - Hawks Landing Dear Kathy. I have c0mpleted the initial review of the landscape plans for Hawks Landing and have the following comments 1 The size and type of trees selected are consistent with City code 2 Please add additional street trees to achieve the placement ratio that is consistent with development standards Street trees are required to be spaced 35' on center 3 You should include driveway locations to ensure tree placement and the irrigation system do not conflict with the driveways 4 The perimeter of the site is required to have either an eight foot landscape buffer or a minimum six foot solid fence Please identify which option will be used to meet the requirement and include the information on the revised plans 5 Storm drainage tracts must be landscaped to provide visual relief Please add landscaping to these tracts 6 If I'm remembering correctly a landscape and improvement plan for the open space tract will be submitted separately The plan review and comments in this letter do not include the open space tract. 7 Two sets of revised plans will be adequate If you have any questions, please contact me at 458-8408 Si.~cerely, ;' {', 1.1, j I /' II; 'l/ (.r , ' ( v" ".-------, /. -- ,.! Cathie Carlson Community Development Director cc Dan Bruno Bill Moats R:\Community Development\Project Files\SUB Full Plat Subdivision\8254 Heritage Homes (Hawks Landing)\landscape reivew 1 doc 04/30/01 MaN 09 08 FAX 1 360 832 2978 HERITAGE HOMES & LAND I4I 002 ._.. WASH'NGTO' STATE DEPARTMENTOF Natural Resources Jennifer M. Belche r. Commissioner of pubUt Lends Forest Practices Informal Conference Note JCNNo. Subdivisions Sections I Townshipsl Ranges (EfIN) Application', Notification # Classes 00566 parts of: NENE,SWNE, 2517N 1E N/A N/A NWNE Landowner Timber Owner Operator Dan Q. Bruno same same Address Address Address P.O. Box 1269 City, State, Zip City, State, Zip City, State, Zip Eatonville, WA 98328 Meeting Location . Telephone Date Time Region on site Conference [ ] 4/19/01 3:00 PM Central SUbjects Discussed: Scattered patches of timber on three parcels of land, area has two existing houses and is fenced for cattle. Area is not forest land, forest land understory vegetation is absent and has been replaced with grasses for cattle use. Approx. 40 MBF of timber to be harvested Ground is flat with no surface water drainage channels. Parcel numbers 21725120, 21725120000, 21725111000. Decisions Made: A forest practices app lication from the Department of Natural Resources is not needed for timber harvest on nonforest land. Landowner needs to contact the Dept. of Revenue Forest Tax Div. 1-800-548~829 for information on tax reporting requirements and the City of Velm for information on land development permit requirements. PRINT Participants' Names .SIGNATURES of Participants Representing Caples Mailed Dan Bruno Landowner [ ] - - -._.--' -.. r ] [ 1 Position No. Signll~R ~entative Dale Work Phone 2920 FOR. KRIS KNUTZEN, Fo~es Forester 4/23/01 360-790-3526 . (Participant signature means Note is correct for subjects and dectslons discussed at the meeting.) Did not attend -- mail copies fa: ~iWo.tr [x 1 Other Parties: OOR, City of Yelm Attn: Tammy, FP Division, FP DM, Legal File, Brenda [ ] Timber Owner .. .. '. ...... .--_.,. - . QQ36 Rev. 11197 cb White--Region Canary--Operator Pink-DNR Representative r/ / \ Forest Practices Informal Conference Note WASHINGTON STATE DEPARTMENTOF Natural Resources Jennifer M. Belcher-Commissioner of Public lands ICN No. Subdivisions Sections I Townshipsl Ranges (EIW) II Application I Notification # Classes 00566 parts of' NENE,SWNE, 2517N 1E N/A N/A NWNE landowner Timber Owner Operator Dan Q. Bruno same same Address Address Address P.O. Box 1269 City, State, Zip City, State, Zip City, State, Zip Eatonville, WA 98328 Meeting Location Telephone Date Time Region on site Conference [ ] 4/19/01 3.00 PM Central Subjects Discussed: Scattered patches of timber on three parcels of land, area has two existing houses and is fenced for cattle. Area is not forest land, forest land understory vegetation is absent and has been replaced with grasses for cattle use. Approx. 40 MBF of timber to be harvested. Ground is flat with no surface water drainage channels. Parcel numbers 21725120, 21725120000, 21725111000 Decisions Made: A forest practices application from the Department of Natural Resources is not needed for timber harvest on nonforest land landowner needs to contact the Dept. of Revenue Forest Tax Div 1-800-548-8829 for information on tax reporting requirements and the City of Yelm for information on land development permit requirements. PRINT Participants' Names .SIGNATURES of Participants Representing Copies Mailed Dan Bruno landowner [ ] [ ] [ ] Position No. Signature & Title of DNR J!sentative Date Work Phone 2920 FOR =ZEN. Fo~es Forester 4/23/01 360-790-3526 . (Participant signature means Note is correct for subjects and decisions discussed at the meeting.) Did not attend -- mail copies to: [x] Other Parties: DOR,&ft}LofYelm A,H.n, r:~mmy, FP Division, FP DM, [ ] Timber Owner [x ] Landowner Legal File, Brenda 0038 Rev. 11/97 cb White--Region Canary--Operator Pink--DNR Representative " , '" City ofYelm '" 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 (360) 458-3244 Date November 22, 2000 To Mayor Wolf and City Council Members From Cathie Carlson, Community Development Director Re Hawks Landing Preliminary Plat, SUB-00-8254-YL LIST OF EXHIBITS. Exhibit I - Site Plan Exhibit II - Public Hearing Notice Exhibit III - Determination of Non-Significance STAFF REPORT - SUMMARY STATEMENT AND DEPARTMENT RECOMMENDATION. Staff recommends the City Council approve the above referenced project as forwarded by the Yelm Planning Commission which is based on the following Based on the analysis and findings presented in the Planning Commission staff report dated November 13, 2000, the public testimony received at the Public Hearing, November 20, 2000, and as conditioned below, the Planning Commission has determined the proposal meets all land use codes and development requirements of the City of Yelm and is consistent with the Yelm Comprehensive Plan Conditions of Approval Sewer 1 The property is located within the Mill Pond LID District. This property has been assessed a total of 60 ERU's within the LID ERU's within the LID are at a cost of $1,823 15/ERU, paid on an annual basis over 15 years In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance All ERU's require an inspection with a fee of $14500 per ERU also payable at building permit issuance 2 Existing sewage systems located on-site shall be abandoned per Article IV Rules & Regulations of the Thurston County Board of Health Governing Disposal of sewage 3 The property is subject to a latecomer's agreement between the City of Yelm and N isqually Estates dated January 13,1999, for a sewer line extension The applicant shall pay the latecomer in the amount of $$11,79832 prior to final plat approval 4 The S T E P System shall be designed to City standards The applicant shall submit final civil plans to the Public Works Department for review and approval Water 5 The Proponent shall connect to the City's water system There is an existing 10" watermain located along Highway 507 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1 ,OOO/ERU (fee subject to change) inside city limits ~ " One ERU would be charged to each residential building lot. These fees are payable at building permit issuance 6 Existing wells on-site shall be abandoned per Department of Ecology standards and documentation submitted to the Thurston County Health Department for review 7 Water rights for the abandoned wells shall be dedicated to the City of Yelm 8 The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a water main extension The applicant shall pay the latecomer in the amount of $13,711 19 prior to final plat approval 9 All open space areas and planting strips shall have an irrigation system with a separate water meter(s) The applicant shall submit final civil plans to the Public Works Department for review and approval Stormwater 10 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm Best Management Practices (BMP's) are required during construction The applicant shall compile a final storm water report along with construction drawings 11 The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval 12. The stormwater system shall be held in common by the Homeowners The Homeowners Agreement shall include provisions for the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities 13 WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre- developed site Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual Transportation 14 The applicant shall complete all street improvements as identified in the Mitigated Determination of NonSignificance 15 Frontage improvements are required for this project. Frontage improvements shall be consistent with the City of Yelm's Development Guidelines Frontage improvements for Highway 507 shall be consistent with the section "major arteriaf' Interior street improvements shall be consistent with the section "local access residentiaf' 16 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and Page 2 of 4 land use application for the site Fire 17 The applicant shall submit fire flow calculations for existing hydrants All hydrants must meet minimum City standards. 18 The applicant shall submit a fire hydrant plan to for review and approval Lot Setbacks 19 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained Open Space 20 The applicant shall provide open space on site in the location and equivalent to the area required for the future Y2 right-of-way 21 The applicant shall submit a final improvement plan for the open space The plan shall demonstrate compliance with Chapter 14 14 050 Landscapinq 22. The applicant shall submit a final landscaping plan to include the perimeter of the project site, planter strips, open space and stormwater facilities Environmental 23 The applicant shall comply with the mitigation of the MONS issued on October 19, 2000 Subdivision Name and Property Addresses 24 The applicant shall submit a subdivision name The City will forward the name to the Thurston County Records Department for approval 25 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing General Public Works 26 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required All lighting design will be submitted to Puget Sound Energy for review and approval 27 The applicant shall submit a grading plan for review and approval prior to anyon-site grading 28 The applicant shall contact the Olympic Air Pollution Control Authority, 909 Sleater-Kinney Rd SE, Suite 1, Lacey, WA 98502, (360) 438-8768 to secure any necessary permit(s) for the removal of materials containing asbestos and/or lead paint. Prior to issuance of a city building permit the applicant shall demonstrate compliance with any OAPCA requirements 29 The applicant shall submit a demolition plan for all structures on the project site The demolition plans shall address the presence of asbestos and lead paint. Any buildings containing asbestos and/or lead paint shall be demolished in accordance with all applicable state and federal laws and regulations Page 3 of 4 PROPOSAL Project Applicant: Dan Bruno, Heritage Homes & Land Inc Proposal The applicant proposes to subdivide 15 58 acres into 60 single family residential lots and one, one acre commercial lot. The proposed plat includes stormwater facilities, open space and new streets Location The project site is located on the southeast side of Hwy 507 just south of Mill Road The project site includes 3 parcels for a total of 15 58 acres 30. PLANNING COMMISSION ACTION The Yelm Planning Commission held a Public Hearing regarding the proposal on November 20,2000 After review of the staff report, public testimony and discussion, the Planning Commission recommended the City Council approve the project with the conditions of approval as listed above 31. COUNCIL ACTION The City Council may take on of the following actions approve Case :/SUB-00-8254-YL as forwarded by the Planning Commission, approve the project with modifications to the conditions of approval, return the application to the Planning Commission for further review, or deny the land use application Page 4 of 4 NOTICE OF PUBLIC HEARING YELM PLANNING COMMISSION DATE PLACE PURPOSE Monday, November 20,2000,4'00 p.m. Council Chambers, City Hall, 105 Yelm Ave W., Yelm WA Public Hearing to receive comments on a preliminary plat for a 60 lot Residential Subdivision and one acre commercial lot, Case #SUB-00-8254-YL APPLICANT. Heritage Homes & Land, Inc. PROJECT LOCATION Southeast side of Hwy 507 just south of Mill Road, Yelm, WA The Yelm Planning Commission will hold a public hearing to receive comments on a preliminary plat application to subdivide 15 58 acres into 60 single-family residential lots and one commercial lot. The subdivision includes open space, stormwater facilities and new public streets The Planning Commission will make a recommendation of action the City Council The City Council will act upon the Planning Commission's recommendation at their December 14, 2000, regularly scheduled meeting Testimony may be given at the hearing or through any written comments on the proposal, received by the close of the public hearing on November 20, 2000 Such written comments may be submitted to the City of Yelm at the address shown above or mailed to City of Yelm, PO Box 479, Yelm WA 98597 Any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Ave W , Yelm WA. For additional information, please contact Cathie Carlson at 458-8408 It is the City of Yelm's policy to provide reasonable accommodations for people with disabilities If you are a person with a disability in need of accommodations to conduct business or to participate in government processes or activities, please contact Agnes Bennick, at 360-458-8404 at least four (4) working days prior to the scheduled event. All Planning Commission meetings are audio taped, for information on obtaining a copy please call Yelm City Hall at (360) 458-3244 ATTEST City of Yelm Agnes Bennick, City Clerk DO NOT PUBLISH BELOW THIS LINE Published in the Nisqually Valley News Friday, November 17, 2000 Posted in Public Areas Thursday, November 9, 2000 Mailed to Adjacent Property Owners Thursday, November 9, 2000 City ofYelm 105 Yelm Avenue West PO Box 479 Yelm, Washington 98597 (360) 458-3244 Date November 13, 2000 To Planning Commission From Cathie Carlson, Community Development Director Re Hawks Landing Preliminary Plat, SUB-00-8254-YL LIST OF EXHIBITS: Exhibit I - Site Plan, dated November 8, 2000 Exhibit II - Public Hearing Notice Exhibit III - Mitigated Determination of Non-Significance Exhibit IV - Yelm School District letter dated September 27,2000 A. PUBLIC HEARING OBJECTIVE. The Planning Commission must determine if the proposed project is consistent with the City of Yelm's Comprehensive Plan and applicable Municipal Code(s) After consideration of the facts and public testimony the Planning Commission must take one of the following actions request additional information from the applicant and/or staff, continue the public hearing or make a recommendation of action to the City Council B. PROPOSAL. The applicant proposes to subdivide 15 58 acres into 60 single family residential lots and one, one acre commercial lot. The proposed plat includes stormwater facilities, open space and new streets C. DEPARTMENT ANALYSIS AND FINDINGS. 1 Proponent. Dan Bruno, Heritage Homes & Land Inc. 2. Location The project site is located on the southeast side of Hwy 507 just south of Mill Road The project site includes 3 parcels for a total of 15 58 acres 3 PLlblic Notice Notice of the Public Hearing was published in the Nisqually Valley News on November 10, 2000, and posted in public areas on November 9,2000 The notice was mailed to adjacent property owners and the applicant on November 9, 2000 4 Existing Land Use. Zoning and Density There is currently one house on the northeast corner of the site that is proposed to be removed and one house located on the western corner of the site along Hwy 507 that is currently used as a commercial building The site is zoned Low Density Residential (R-4), Chapter 17 12 arid C-1 Commercial, Chapter 17 26 The applicant proposes to divide the 15 58 acres into 60 single family residential lots and one, one acre commercial lot. In the R-4 District the maximum density is four (4) unIts per acre As proposed the density of the project is four units per acre 5 Lots Size and Setbacks. The R-4 District does not have a minimum or maximum lot size but it does have standard yard setbacks It appears all lots can meet minimum setback requirements 6 Adiacent Land Uses and Zoning Properties surrounding the project site are zoned R-4 and Institutional District ( Mill Pond School). Uses of the adjacent land ranges from rural residential to low density residential and a school site 7 Open Space. Chapter 16 14 requires a minimum of five percent of the gross area be dedicated as open space, which is 0 78 of an acre The proposed open space is approximately 1 08 acres and will be dedicated to the City of Yelm The open space must provide one or more of the following uses environmental interpretation or other education, park, recreational land, or athletic fields, off-road footpaths or bicycle trails, or any other use found by the City to further the purposes of the open space chapter The area to be dedicated as open space is the future transportation corridor for the Y2 improvement. At such time the open space is purchased for the Y2 right-of-way the City will either provide open space of equal value within a close proximity of the site or pay a fee-in-lieu of which would be spent on improvements to an existing park or towards the purchase of additional open space An existing ingress/egress easement for the Yelm School District exists within the area designated as open space and the future Y2 corridor After consultation with the school district it was agreed to abandon the existing easement if the plat was designed so that the internal road system would provide future access to the school district property The applicant has not indicated at this time what improvements will be made to the open space to meet minimum standards as stated above 8 Schools New residential units create a demand for additional school services and facilities The Yelm School District requests that the developer enter into an agreement with the school district for the payment of mitigation fees based on the project's impact. This request became mitigation of the Environmental Determination 9 Transportation and Site Access. The property fronts on Hwy 507 with a small area in the northeast corner adjacent to 104th Street. The site plan has been revised to include one access to the residential area from Hwy 507 and provides a future connection to 104th Street. The commercial site will have one access from Hwy 507 The commercial site would not be accessible by automobiles from the interior of the subdivision As discussed in the open space section above along the southern property line is an ingress/egress easement to the school property located to the east of the project site The School District has agreed to the relocation of the access via the proposed internal public road (See Exhibit IV) A Traffic Impact Analysis was submitted for the project which identified impacts at the site accesses. Improvements to Hwy 507 are required to address the safety impacts to Hwy 507 generated by the development. The specific improvements are required as mitigation in the Mitigated Determination of NonSignificance issued for the project (See Page 2 of 7 Exhibit III) In addition to the improvements to Hwy 507, the completed project will increase traffic and impact the City's transportation system Chapter 15 40, Concurrency Management, requires all development to mitigate impacts to the City's transportation system A single family home generates 1 01 pm peak hour trips per unit. The Transportation Facility Charge per unit is $757 50 and payable at time of building permit. 10 Parking. Chapter 17 72, Off-Street Parking and Loading, requires a minimum parking ratio of two spaces per unit. The developer is proposing at a minimum to provide parking accommodations for at least two vehicles on each residential lot. 11 Wastewater The project site is in the Sewer Service Area but is currently not connected to the City's STEP sewer system There is an existing 6" collection line available along the property frontage of Highway 507 The connection of the project site to the sewer line is subject to a latecomers fee of $11 ,798 32. The existing on-site structures are currently served with on-site sewage systems The applicant is proposing to remove the homes and abandon the systems. The property is located within the Mill Pond LID District. This property has been assessed a total of 40 ERU's within the LID ERU's within the LID are at a cost of $1 ,823 15/ERU, paid on an annual basis over 15 years. In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance All ERU's require an inspection with a fee of $14500 per ERU also payable at building permit issuance 12. Water Supply The project site is in the City's water service area but is currently not connected to the City's Water system There is an existing 10" watermain available along the property frontage of Highway 507 The connection of the project site to the watermain is subject to a latecomers fee of $13,711 19 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1 ,OOO/ERU (fee subject to change) inside city limits One ERU would be charged to each residential building lot. These fees are payable at building permit issuance The existing on-site structures are currently served with on-site wells The applicant is proposing to remove the homes and abandon the wells 13 Drainage/Stormwater The completed project will increase impervious surfaces on the site and adjacent streets Impervious surfaces create storm water runoff When uncontrolled and untreated storm water runoff can create health and safety hazards. YMC requires all development to comply with the Stormwater Manual for the control and treatment of stormwater runoff The applicant has submitted a Preliminary Stormwater Report that estimates the impervious surface, infiltration rates of the runoff, and a conceptual design for treatment Page 3 of 7 and storage of the stormwater Following preliminary plat approval the City Stormwater Manual requires the developer to submit a final plan consistent with the final impervious calculations for the site Stormwater facilities require continued maintenance to ensure they remain in proper working condition. WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre-developed site Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual 14 Fire Protection Fire protection is provided by the Thurston County Fire District #2.. As development occurs there will be additional demands for fire service 15 Police Protection Police protection is provided by the City of Yelm As development occurs there will be additional demands for police service 16 Street Liohting. Adequate street lighting will be required for this project. Street lighting design must meet the City of Yelm's Development Guidelines and will be submitted to Puget Sound Energy for review and approval 17 Landscaping. Landscaping and screening are necessary to promote safety, to provide screening between compatible land uses, to safeguard privacy and to protect the aesthetic assets of the City Chapter 17 80, Landscaping, requires the applicant to provide on-site landscaping for all development proposals The site is adjacent to properties that are compatibly zoned When all adjacent properties are zoned residential the code requires that the perimeter of the site be landscaped with a Type II landscaping In residential subdivisions the city also allows fencing to meet the landscaping requirements for the perimeter of the site Landscaping is also required in the open space and above ground stormwater facilities A preliminary landscaping plan has not been submitted at this time Chapter 17 80 requires that at time of civil plan review and approval the applicant provide a final landscape and irrigation plan for approval 18 Environmental Review: After review of the environmental checklist and supporting documents, a Mitigated Determination of NonSignificance (MDNS) was issued on October 19, 2000 The comment period expired on November 1, 2000 The MDNS is attached as Exhibit III 19 Public Comment. Comments were received from the Yelm School District requesting SEPA Mitigation and the Yelm Fire District #2. requesting the connection to 104th Street. 20 Findings and Conclusion. Chapter 16 12.170 requires written findings prior to a decision on a preliminary plat. Based on the project as proposed by the applicant and the Page 4 of 7 conditions of approval below, the staff finds that the subdivision A. Adequately provides for the public health, safety and general welfare and for such open spaces, drainage ways, streets, potable water supplies, sanitary wastes, parks and recreation, schools, sidewalks, B That the public use and interest will be served by the platting of such subdivision and dedications, C The subdivision is in conformance with The Y elm-Thurston County Joint Comprehensive Plan, the City Zoning Ordinance and the City's Development Guidelines. D Staff Recommendation Based on the Analysis and Findings in Section C and the Conditions of Approval below, staff recommends that the Planning Commission forward SUB-00-8254-YL to the City Council for approval Conditions of Approval Sewer 1 The property is located within the Mill Pond LID District. This property has been assessed a total of 40 ERU's within the LID ERU's within the LID are at a cost of $1 ,823 15/ERU, paid on an annual basis over 15 years In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance All ERU's require an inspection with a fee of $14500 per ERU also payable at building permit issuance 2. Existing sewage systems located on-site shall be abandoned per Article IV Rules & Regulations of the Thurston County Board of Health Governing Disposal of sewage 3 The property is subject to a latecomer's agreement between the City ofYelm and Nisqually Estates dated January 13, 1999, for a sewer line extension The applicant shall pay the latecomer in the amount of $$11,798 32 prior to final plat approval 4 The S T E.P System shall be designed to City standards The applicant shall submit final civil plans to the Public Works Department for review and approval Water 5 The Proponent shall connect to the City's water system There is an existing 10" watermain located along Highway 507 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1.,OOO/ERU (fee subject to change) inside city limits One ERU would be charged to each residential building lot. These fees are payable at building permit issuance 6 Existing wells on-site shall be abandoned per Department of Ecology standards and documentation submitted to the Thurston County Health Department for review Page 5 of 7 7 Water rights for the abandoned wells shall be dedicated to the City of Yelm 8 The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a water main extension The applicant shall pay the latecomer in the amount of $13,711 19 prior to final plat approval 9 All open space areas and planting strips shall have an irrigation system with a separate water meter(s) The applicant shall submit final civil plans to the Public Works Department for review and approval Stormwater 10 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm Best Management Practices (BMP's) are required during construction. The applicant shall compile a final storm water report along with construction drawings 11 The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval 12. The stormwater system shall be held in common by the Homeowners The Homeowners Agreement shall include provisions for the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities. 13 WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre- developed site Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual Transportation 14 The applicant shall complete all street improvements as identified in the Mitigated Determination of NonSignificance 15 Frontage improvements are required for this project. Frontage improvements shall be consistent with the City ofYelm's Development Guidelines. Frontage improvements for Highway 507 shall be consistent with the section "major arteriaf' Interior street improvements shall be consistent with the section "local access residentiaf' 16 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site Fire 17 The applicant shall submit fire flow calculations for existing hydrants All hydrants must meet minimum City standards Page 6 of 7 18 The applicant shall submit a fire hydrant plan to for review and approval Lot Setbacks 19 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained Open Space 20 The applicant shall provide open space on site in the location and equivalent to the area required for the future Y2 right-of-way 21 The applicant shall submit a final improvement plan for the open space The plan shall demonstrate compliance with Chapter 1414050 Landscaping 22. The applicant shall submit a final landscaping plan to include the perimeter ofthe project site, planter strips, open space and stormwater facilities Environmental 23 The applicant shall comply with the mitigation of the MONS issued on October 19, 2000 Subdivision Name and Property Addresses 24 The applicant shall submit a subdivision name The City will forward the name to the Thurston County Records Department for approval 25 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing General Public Works 26 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required All lighting design will be submitted to Puget Sound Energy for review and approval 27 The applicant shall submit a grading plan for review and approval prior to anyon-site grading 28 The applicant shall contact the Olympic Air Pollution Control Authority, 909 Sleater-Kinney Rd SE, Suite 1, Lacey, WA 98502, (360) 438-8768 to secure any necessary permit(s) for the removal of materials containing asbestos and/or lead paint. Prior to issuance of a city building permit the applicant shall demonstrate compliance with any OAPCA requirements. 29 The applicant shall submit a demolition plan for all structures on the project site The demolition plans shall address the presence of asbestos and lead paint. Any buildings containing asbestos and/or lead paint shall be demolished in accordance with all applicable state and federal laws and regulations c-\MyFiles\Case Correspondence\8254stf wpd Page 7 of 7 ~ ~ - -n -<. rn ~ s~ee\ , 0\ 4 ?RtLl\AIl'lAR'{ ?V.1 Of l\.' t-IAWKS tANDh"G { ..,.t'" '{' or1ld lIE 'I'; "', t'I~~ ~~!,~~:;.~~!It \ , Of stl;, '1~ ~. rI It.. "" ..... nw"'" ~R\loI~ ~S\ Ot _""", ~,..~- S!>t~~~':~~ Qll~o.o-" ~ ~~TIC/ol. Ok1\1" (:1\1 f$ 1nJl . tlS".."".. -:::~~~":~~$. .".,.,..-1 $\\( \NtOR~t':'[\O\'l. PkPC'L NU..a[P...... .l'72~-\20000. \20\00 ~ \\,000 ZON1"'c..........".....-.... ..~~ sOloOL DISTRICt. '(t\.\A ,IRE OIS",'CT ..-';~ ~ 'ltL" w~~,. 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Or-< r:F 'I'tU' stv.!R. elii' c( '\'t\.\.( P~~"'E""""""~~' ~:~.;~~f GAS-" \'\Jet' so<l"O t"tRe' ~;i :1'fsV1~", ~;C~~~'f,.AC"rS ('~ 'OTM.) ,;:,,~;OlTO;,~;:.t~~ sOn ~~~~io:~f ~'ri~.~Qro:n (,~~<6 ACRtS) %"J~L. ~M ~~fiEETS APiA IN ...000"'0 RfW.\~~,Q'7 saJT. AR(jk IN oPEN .y.AcL. ID<" (f ~ O~ S1f!1. ~,e02' Sheet , 01 4 PlltLll.\\l\AR't pLJ>. i Of HAWKS tANDING ",", ~ "'~.~..~ ~ t..~ t/~~.~.:!~' ~~ If. 'I' ~"' "'~":""'IO.Jl'-~ ~Q.ulTf-.1J1.~- ~ vE~TIC", O~"'" ~!~. 0::::; :::'.;:..~ ~...Ji ...,...--' \ .~ ~;lilO S'l\l..9O\.~ ~'" . .-,,--- .op -... ..... <I- ........... -,,- ..--"""",-.", _,_ ~__lJIl / "" ....~.~I- -' / I I // ... i \ \ \ \ ~OO' \ ~ ~ ~S< ~ "'""'1~ ".' Sheet , 01 4 ~ ,ctI,tl4;r:,..~::- "rotfl4\ fV.'~ ,",1"4iI JV.llJ.1OSl.-- ,.x'I4f1*' "",v.'lOIl ~ .... - ~.,.,' ~ ,," - ... t'I r ~ (J) c: 03 c!:> o ~ U'I ~ . ~ ..r ------ CITY OF YELM EXHIBIT II PUBLIC HEARING NOllCE SUB-00-8254-YL NOTICE OF PUBLIC HEARING YELM PLANNING COMMISSION DATE: PLACE: PURPOSE. Monday, November 20,2000,4:00 p.m. Council Chambers, City Hall, 105 Yelm Ave W., Yelm WA Public Hearing to receive comments on a preliminary plat for a 60 lot Residential Subdivision and one acre commercial lot, Case #SUB-00-8254-YL APPLICANT: Heritage Homes & Land, Inc. PROJECT LOCATION: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA The Yelm Planning Commission will hold a public hearing to receive comments on a preliminary plat application to subdivide 15.58 acres into 60 single-family residential lots and one commercial lot. The subdivision includes open space, stormwater facilities and new public streets. The Planning Commission will make a recommendation of action the City Council. The City Council will act upon the Planning Commission's recommendation at their December 14, 2000, regularly scheduled meeting. Testimony may be given at the hearing or through any written comments on the proposal, received by the close of the public hearing on November 20, 2000. Such written comments may be submitted to the City of Yelm at the address shown above or mailed to City of Yelm, PO Box 479, Yelm WA 98597 Any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Ave W., Yelm WA. For additional information, please contact Cathie Carlson at 458-8408. It is the City of Yelm's policy to provide reasonable accommodations for people with disabilities. If you are a person with a disability in need of accommodations to conduct business or to participate in govemment processes or activities, please contact Agnes Bennick, at 360-458-8404 at least four (4) working days prior to the scheduled event. All Planning Commission meetings are audio taped, for information on obtaining a copy please call Yelm City Hall at (360) 458-3244 ATTEST City of Yelm Agnes Bennick, City Clerk DO NOT PUBLISH BELOW THIS LINE Published in the Nisqually Valley News: Friday, November 17, 2000 Posted in Public Areas. Thursday, November 9, 2000 Mailed to Adjacent Property Owners: Thursday, November 9, 2000 I Date: November 13, 2000 I CITY OF YELM EXHIBIT III MONS SUB-00-8254-YL SEPA NO' 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & Land Inc. Description of Proposal Subdivide 15.58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application. Location of the Proposal: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. SectionfT ownship/Range: NE 1/4, Section 25, Township 17N Range 1E. Threshold Determination: The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS)will not be required under RCW 43.21C.030(2Xc). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. Conditions/Mitigating Measures: SEE ATTACHED Lead agency. Responsible Official: City of Yelm Shelly Badger, City Administrator Date of Issue: Comment Deadline: October 19, 2000 5:00 p.m., November 1, 2000 sf!:t,~~1:: This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2). Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 Yelm Ave. W ,P 0 Box 479, Yelm, WA 98597, by 5'00 p.m., November 1, 2000 The City of Yelm will not act on this proposal prior to 4'00 p.m., November 20,2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5.00 p.m., November 8, 2000. You should be prepared to make specific factual objections. Contact Cathie Carlson, Community Development Director, to learn more about the procedures for SEPA appeals. This MDNS is not a permit and does not by itself constitute project approval The applicant must comply with all applicable requirements of the City ofYelm prior to receiving construction permits which may include but are not limited to the City ofYelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (1408), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program. DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News, Friday, October 27 2000 Posted in public areas. October 19, 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners. October 19 2000 Dept of Ecology w/checklist, October 19 2000 I Date: November 13,2000 I \,,11 Y UJ- T ELM ~ EXHIBIT III MUN~ SUB-00-8254-YL \ SEPA NO' 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & land Inc. Description of Proposal: Subdivide 15.58 acres into 60 single family residential lots and one. one- acre commercial lot. No commercial use is proposed with this application. location of the Proposal: Southeast side of Hwy 507 just south of Mill Road. Yelm, WA. SectionfT ownship/Range: NE 1/4. Section 25, Township 17N Range 1E. Threshold Determination: The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS) will not be required under RCW 43.21C.030(2Xc). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. Conditions/Mitigating Measures: SEE AlTACHED lead agency. Responsible Official: City of Yelm Shelly Badger, City Administrator Date of Issue: Comment Deadline: October 19, 2000 5:00 p.m., November 1, 2000 sf!:::t. ~ ~t: This Mitigated Determination of NonSignificance (MDNS) is issued pursuant to Washington Administrative Code 197- 11-340(2). Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 Yelm Ave. W., POBox 479, Yelm, WA 98597, by 5'00 p.m., November 1, 2000 The City of Yelm will not act on this proposal prior to 4'00 p.m., November 20,2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5.00 p.m., November 8, 2000. You should be prepared to make specific factual objections. Contact Cathie Carlson, Community Development Director, to leam more about the procedures for SEPA appeals. This MDNS is not a permit and does not by itself constitute project approval. The applicant must comply with all applicable requirements of the City ofYelm prior to receiving construction permits which may include but are not limited to the City of Yelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14 08), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program. DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News Friday October 27 2000 Posted in public areas October 19 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners October 19 2000 Dept of Ecology w/checkllst, October 19 2000 I Date: November 13, 2000 I \,,11 y Ur- 1 I::LM . EXHIBIT III MUN~ SUB-00-8254-YL ATTACHMENT SEPA CASE NO 8254 This Mitigated Determination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following: . Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) . Preliminary Stann Drainage and Erosion Control Report ( prepared by William R. Moats, P E.) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc.) And the following conditions: 1 The proponent shall mitigate transportation impacts based on the new residential p.m. peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1.01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757.50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site. 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design. The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 DO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access C Install a right-turn taper eastbound for the commercial site The location and type of access for the commercial site shall be determined at time of land-use application for a commercial use 4 The developer shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district Date: November 13, 200l CITY OF YELM .EXHIBIT IV YELM SCHOOL DISTRICT LETTER SUB-00-8254-YL YELM COMMUNITY SCHOOLS Where all students can learn and grow Erling Birkland Drrector of Facilities October 16, 2000 Ms. Cathenne Carlson City Planner City ofYelm PO Box 479 Y elm, Washington 98597 RE: Hawks Landing SPR-00-8254-YL Dear Ms. Carlson. Yelm Community Schools requires MitigatIon Agreements for sub-dIVIsions offive or more buildmg SIteS. Please mclude the MitigatIOn proVIsion as part of the SEPA reqUIrements. Should you have any questIOns please call me at 458-6128 Smcerely, ~~/~~ M.B~d:7 Facihbes DIrector Yelm Commumty Schools YELM COMMUNITY SCHOOI~<; IS AN EGUAL OPPORTUNITY EMPLOYER AND FOLLOWS TITLE IX REOUlREMENTS 404 Yelm Avenue West, POBox 476, Yelm, Washington 98597 (360) 458-6128, FAX (360) 458-6434 I Date: November 13,2000 ] l;ITY OF Y ELM ; EXHIBIT III , MONS SUB-00-8254-YL ATTACHMENT SEPA CASE NO 8254 This Mitigated Detennination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following: . Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) . Preliminary Stonn Drainage and Erosion Control Report ( prepared by William R. Moats, P E.) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc.) And the following conditions: 1 The proponent shall mitigate transportation impacts based on the new residential p.m. peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1.01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757.50 which is payable at time of building pennit. The traffic impact for the commercial use shall be detennined at the time of a proposed use and land use application for the site. 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer. A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12~foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design. The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 OO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access C Install a right-turn taper eastbound for the commercial site. The location and type of access for the commercial site shall be detennined at time of land-use application for a commercial use 4 The developer shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district. \ Date: November 13,2000 ~ . ~ /o!3bIOI \ f\fokl-o H &. \ \ ~ ~rvJY'O ~6 \0 ~~ tJ \ ~ cdoo* ~ \) r ~t /yvuv"--' \ l 0 (Ie; {(XI I 1~~/tJ \25{l)0v" II ~~ $ Ljot/t DLP ~,,3, tt 01 - 096 &-~;dO \ I! QOD dli:+O{ eoCDb CATHIE CARLSON, COMMUNITY DEVELOPMENT DIRECTOR SEPA NO. 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & Land Inc. Description of Proposal Subdivide 15 58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application. Location of the Proposal Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. Section/T ownship/Range NE 1/4, Section 25, Township 17N Range 1E. Threshold Determination. The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS)will not be required under RCW 43.21C 030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. Conditions/Mitigating Measures. SEE ATTACHED Lead agency' Responsible Official City of Yelm Shelly Badger, City Administrator Date of Issue Comment Deadline. October 19, 2000 5.00 pm., November 1, 2000 S!!:t.~A~r This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2). Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 Yelm Ave. W , POBox 479, Yelm, WA 98597, by 5.00 pm, November 1, 2000 The City of Yelm will not act on this proposal prior to 4.00 p.m , November 20,2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5.00 pm., November 8, 2000 You should be prepared to make specific factual objections. Contact Cathie Carlson, Community Development Director, to learn more about the procedures for SEPA appeals. This MONS is not a permit and does not by itself constitute project approval The applicant must comply with all applicable requirements of the City of Yelm prior to receiving construction permits which may include but are not limited to the City of Yelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14 08), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program. DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News, Friday, October 27,2000 Posted in public areas. October 19, 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners, October 19, 2000 Dept. of Ecology w/checklist, October 19, 2000 ATTACHMENT SEPA CASE NO 8254 This Mitigated Determination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following. · Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) · Preliminary Storm Drainage and Erosion Control Report ( prepared by William R. Moats, P E.) · Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc.) And the following conditions 1 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer' A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an ''Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 OO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access. C Install a right-turn taper eastbound for the commercial site The location and type of access for the commercial site shall be determined at time of land-use application for a commercial use 4 The developer shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district. PREUt.lIN,\RY p\.A"t Of HJ.\'JVKS U\N01NG II tl4E lIE ,'4 ~ tIlE t<< "4, S'II ,'4 ~ tIlE II: 1/4 a \Ill 1/4 ~ tIlE II: 1/4 ~ stc. 25. t. I1l1. .. I L. 'If.Jl., ~(II\ i;cu1lTf. 'lf~ ~I~'~ (J11~~~~~ ~ ~ ~ ,,,,,,- . CI on CI 'lIlJI .,,-. "" ~ ... .... .s ~ - ...oU5 IU ~ . .:>.,,0( . CI ........ ,lIlS 2ll .... lJL lCXlCS 11_1tIl "".". ~ ,,,,,,- t CI onCl 'lIlJI...-,>J(~'" "" ...!I:~- jlPTlll'SIU ",~,"""'''1.'14''''.",.:tiCl~'''''''.~ ~ ,,,,,,- tCl anCl 'ltUI~ >J( lI).lSllIl'T'" .......!I:~- JdllCIl'IU ~. "",,0( . (1........,..0 '" ....lJL......,s CI -""",..,... vtll~ O^1\)1A tm<<'l[l.)I !).tV. . ~-' ~!I'Ilt..to.:lfQ1C11lfS1-l1U. 'IS! (II !OI'I _ Cl1lIfCt'o' w.aP'" ,~. rpmIltnO""-. f SITE. INFORMATION. p~RaL NUI'BER ..21725-\2??oo. 120100 & \11000 ZONINC.. R-4 S~oa. ()lSTRlCT ~LIA nRE DlSTRlCT ...CI1'f Of ~LlA ...~ T!:R.. 01'f Of ~U.I S(\llER.. Cln Of ~ PO\IIER,. puGE' sOUNO WEllC' T(L!f'HGi'/E ~LlA iEl.EPt\()tl( co, c~S.. puGE' sOUNO (NERO' CABlE T(l1:~SlCN ,^/<.C(jM ~ TOTJ.t LOTS..., 61 LO'lS. 5 ~/<.C'lS (66 ,O'/<.l.) Io/lNIlIlIlI LOT ",Oni ..' 60. S>/J.tL(ST LOT SlZE.. ..5..00 so.F'!. ~vtR~G( LOT SIZE, 6,~2 so.F'!, TOTJ.t sIT!: 1oRE^.. 67e.1l65 so.F'!. (15.5846 ^Cl\ES) [)(Nsm.. 3.9!"eRf; ~CC!ss.,.. erN' s'!Rt(iS 1JV iN ~o Rf"..1~3.067 so.n, ~R(A iN Cf'(N sna. ~ '1 /'IltI"S em SRfl.2.802' S'tMllO~ ~." . """,...11<10 -<>p .- fQ1 (!)1CI. q. ~1JIM1fQ1 _ss- ~",.,.,,~>J( _.-~.~"" ~.Q' n-~ ------ ,- / .'- , '\ \' \ '\ .\ ' \ ' , '\ \ ' \, '\ ,,\ \ ' , '. " \ \ \ \ \ \ \ \. , ' \ '. \ ( I \ If/ ) ) , f ... I ! " i \ '\ \ \ / \ \ ~ J ! ' . \ j '. \ ; I , .. ,;' ~-. "- '- --- \ \ ~ ,ur 111' fW.1\A'..... n\flllll.~ \PIL ~ \llDll ,ct'I211' 1\A1\.l'lQll ,ct'I 2 11' PIA' \.>'lOII. ~ ua1 ,ct'I . 11' PIA' Vo1Ol' ,2497 ~~ ~ooo ~ ~.1l. ~ .,....t'! e.......-.. <II _I I " Map Produced By: Thurston GEODA T A Center's Internet Map Server o FOX Scale: Approx. I Inch = 773 Feet 9/14/009.0541 AM mcmO~-An2J 11m To: From: Date: Subject: SPRC CathIe Carlson September 14, 2000 SUB-00-8254- YL - Project reVIew schedule for Hawks Landmg SubdIvIsIOn Attached IS the applIcatIOn packet for the above referenced project. After your mItIal reVIew ofthe mformatIOn submItted, If you need addItIonal mformatIOn from the applIcant, please let me know as soon as possible The followmg IS the tentatIve reVIew schedule for the project. September 14 - NotIce of ApplIcatIOn dIstributed - begm 15 day comment penod. September 27 - SPRC envIronmental reVIew Department comments/mItIgatIOn reqUirements for EnvIronmental RevIew October 2 - EnVIronmental DetermmatIOn Issued by Planmng Department. Begm 14 day comment penod. October 4 - 1 st SPRC project reVIew Draft Department comments/condItIOns of approval for staff report. October 11 - Fmal SPRC reVIew October 18 - F mal Department analysIs and condItIons of approval for staff report. October 23 - EnVIronmental DetermmatIOn appeal tIme expIred. November 6 - notIce for pubhc heanng, completIOn of staff report. November 20 - PublIc Heanng December 13 - CIty Council reVIew and deCISIon. Memorandum To: SPRC fI (\) From' Roberta Allen, AdmmIstratlve AssIstant~ Date: 8/23/01 Re: Hawks Landmg Civil Plans ~ City of Yelm Community Development P.O. Box 479 Yelm, W A 98597 (360) 458-3835 (360) 458-3144 FAX Attached please find CIvil Plans for the Hawks Landing Development for your reVIew Please return comments by September 10, 2001 If you have any questions, please gIVe me a call. Thanks, Roberta C'\Community Development\Templates\Civil Plan Dist Memo.doc Community Development Department City ofYelm P.O. Box 479 Yelm, WA 98597 5/~A -00 - 'Q;}. 5</ - r L f/{{ioks kJ~dt.M.C; l!kfl/lcl<;?-- Jby.,?s ;:;i^f'~siR.-jJ, (j OFFICIAL USE ONLY Date Received: ?(~;;;L h / f /' Received By: '-1) 0 /- --- CML PLAN REVIEW APPLICATION USE BLACK INK ONLY O\mer. \-tl~~ t -h~ fL- \fo-vv1 fi.S ct LfNJ~ PROPERTY LOCATION: 0 I Address: i- O. g )t' I 2. 0 I City & State: Ee~ iJ i l \ ~ UJ~ North South East West side of Zip:q~"2, -~~ Phone: 3~O '8"S 2- '6817 (road name): APPlioantJ\-€-R (~-h."T"Vyt ~ s ?j Between (road name) And (road name) Lr+-rv ,i') J..4v' c.. Addr~ss: A---0o U Cz... City and State: Property Address: Zip: Phone: r' /1-, A1,\ Engineer. /;/:' f '" !~') Section; Township Range Address: ! () 7 () 4- 51\ /0 L City & State: tL. -J :~ ,_I.. - 1/ vt.--..-d Assessors Parcel No. Jr5 ~ . l ' 2.3> ~ b Zip: -j 7<.f. Phone: ')...Vf, - <i; ~ ..... FOR OFFICI1LUSEONLY SUMMARY OF REQUEST (List type r~S) r . . ." ~/VV'1 f fJfzv~f) n"\j) ....Fire. District RequireJrients ..'/"Yes No- V u kj /1 i. c \.......U 0 ..('\'-5, _. Fire Flow Required gpm ". '-\.j>;"" No. of proposed dwelling units: G::: I Water connection estimate (cAc-,1 : Sewer connection estimate Dimensions of property \ Easements requited Right-ot:wily required Total sq.ft. of site: Total sq.it in bw1dings: Bonding requited Total sq. it in paved and covered surfaces (include buildings, drivev.;a:J's. streets, sidewalks, and parking lots) Miscellaneous A curse!} check of the plans against the attached plan checkhst \vill be made by the Development Engmeer If the plans meet the mirumum checkhst reqwrements as to content, they \vill be routed to the appropriate City staff and the plan reVIew process \vill begm. If minimum checkhst reqwrements are not met, plans v"ill be returned to subrrutting engineer RECEIVED AUG 2 2 2001 '12(\_ BY: City of Yelm 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 (360) 458-3244 December 14,2000 Mr Dan Bruno Heritage Homes & Land lnc PO Box 1269 Eatonville, WA 98328 Re Hawks Landing Preliminary Plat Approval, 5UB-OO-8254-YL- Notice of Final Decision Dear Mr Bruno On December 13,2000, the Yelm City Council considered your application for the above referenced project After review of the Planning Commission's recommendation, public hearing comments and the staff report dated November 13, 2000, the City Council finds that the project, as conditioned below. A. Adequately provides for the public health, safety and general welfare and for such open spaces, . drainage ways, streets, potable water supplies, sanitary wastes, parks and recreation, schools, sidewalks, B That the public use and interest will be served by the platting of such subdivision and dedicatior)s, and C The subdivision is in conformance with The Yelm-Thurston County Joint Comprehensive Plan, the City Zoning Ordinance and the City's Development Guidelines Preliminary Plat approval IS valid for five (5) years from the date of City Council approval Upon failure to submit a final plat pnor to expiration of preliminary plat approval, no subdivision will be approved without submission and review of a new preliminary plat. Pursuant to Chapter 15 49, Integrated Project Review Process, a Preliminary Plat is a Type IV Permit and can be appealed in Superior Court as set forth In RCW 36 70C , JUDICIAL REVIEW OF LAND USE DECISION The affected property owners may request a change in property tax valuation from the" I Thurston County Tax Assessor's Office The preliminary plat IS approved subject to the following conditions of approval / Sewer 1 The property is located within the Mill Pond LID Distnct. This property has been assessed a total of 60 ERU's within the LID ERU's within the LID are at a cost of $1 ,823 15fERU, paid on an annual basl'3 over 15 years In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time. of building permit Issuance Remaining ERU s are charged at the current rate of $4,850fERU, payable at building permit issuance All ERU's require an inspection with a fee of $145 00 per ERU also payable at building permit issuance 2. '\)" ~Q) 4 Water 5 6 ~ ~,(!) 8 9 Existing sewage systems located on-site shall be abandoned per Article IV Rules & Regulations of the Thurston County Board of Health Governing Disposal of sewage The property is subject to a latecomer's agreement between the City ofYelm and Nisqually Estates dated January 13, 1999, for a sewer line extension The applicant shall pay the latecomer in the amount of $$11,79832 prior to final plat approval The S T E.P System shall be designed to City standards. The applicant shall submit final civil plans to the Public Works Department for review and approval The Proponent shall connect to the City's water system There is an existing 10" watermain located along Highway 507 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1 ,OOO/ERU (fee subject to change) inside city limits One ERU would be charged to each residential building lot. These fees are payable at building permit issuance Existing wells on-site shall be abandoned per Department of Ecology standards and documentation submitted to the Thurston County Health Department for review Water rights for the abandoned wells shall be dedicated to the City of Yelm The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a water main extension The applicant shall pay the latecomer in the amount of $13,711 19 prior to final plat approval All open space areas and planting strips shall have an irrigation system with a separate water meter(s) The applicant shall submit final civil plans to the Public Works Department for review and approval Stormwater 10 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm Best Management Practices (BMP's) are required during construction The applicant shall compile a final storm water report along with construction drawings. ( ~ ~~ The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval The stormwater system shall be held in common by the Homeowners The Homeowners Agreement shall include proviSions for the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities 13 WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre- developed site Any additional surface water runoff generated, impacting State property, will Page 2 of 4 require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual Transportation 14 The applicant shall complete all street improvements as identified in the Mitigated Determination of NonSignificance 15 Frontage improvements are required for this project. Frontage improvements shall be consistent with the City ofYelm's Development Guidelines Frontage improvements for Highway 507 shall be consistent with the section "major arteria!' Interior street improvements shall be consistent with the section "local access residentia!' 16 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site Fire 17 The applicant shall submit fire flow calculations for existing hydrants All hydrants must meet minimum City standards 18 The applicant shall submit a fire hydrant plan to for review and approval Lot Setbacks 19 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained Open Space 20 The applicant shall provide open space on site in the location and equivalent to the area required for the future Y2 right-of-way 21 The applicant shall submit a final improvement plan for the open space. The plan shall demonstrate compliance with Chapter 14 14050 Landscaping 22 The applicant shall submit a final landscaping plan to include the perimeter of the project site, planter stnps, open space and stormwater facilities Environmental 23 The applicant shall comply with the mitigation of the MONS issued on October 19, 2000 Subdivision Name and Property Addresses 24 The applicant shall submit a subdivision name The City will forward the name to the Thurston County Records Department for approval Page 3 of 4 25 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing General Public Works 26 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required All lighting design will be submitted to Puget Sound Energy for review and approval 27 The applicant shall submit a grading plan for review and approval prior to anyon-site grading 28 The applicant shall contact the Olympic Air Pollution Control Authority, 909 Sleater-Kinney Rd SE, Suite 1, Lacey, WA 98502, (360) 438-8768 to secure any necessary permit(s) for the removal of materials containing asbestos and/or lead paint. Prior to issuance of a city building permit the applicant shall demonstrate compliance with any OAPCA requirements 29 The applicant shall submit a demolition plan for all structures on the project site The demolition plans shall address the presence of asbestos and lead paint. Any buildings containing asbestos and/or lead paint shall be demolished in accordance with all applicable state and federal laws and regulations If you have any questions or if I can be of further assistance please contact me at (360) 458-8408 Sincerely, ~~LMJr-' Catherine Carlson Community Development Director cc Shelly Badger Stephanie Conners Tim Peterson Gary Carlson File Page 4 of 4 ... SEPA NO 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent. Heritage Homes & Land Inc. Description of Proposal Subdivide 15 58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application Location of the Proposal Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. Sectionrr ownship/Range NE 1/4, Section 25, Township 17N Range 1E Threshold Determination. The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS)will not be required under RCW 43.21 C 030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. Conditions/Mitigating Measures. SEE ATTACHED Lead agency. Responsible Official City of Yelm Shelly Badger, City Administrator Date of Issue Comment Deadline October 19, 2000 500 pm., November 1,2000 sf!:::t ~;A~r This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2). Comments must be submitted to Catherine Carlson, Community Development Director, at City ofYelm, 105 Yelm Ave. W , POBox 479, Yelm, WA 98597, by 5.00 pm, November 1, 2000 The City ofYelm will not act on this proposal prior to 4 00 pm, November 20, 2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5 00 pm. November 8, 2000 You should be prepared to make specific factual objections Contact Cathie Carlson, Community Development Director. to learn more about the procedures for SEPA appeals This MONS is not a permit and does not by itself constitute project approval The applicant must comply with all applicable requirements of the City of Yelm prior to receiving construction permits which may include but are not limited to the City ofYelm Comprehensive Plan. Zoning Title (17), Critical Areas Ordinance (1408), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14). Road Design Standards, Platting and Subdivision Title (16). and the Shoreline Master Program DO NOT PUBLISH BELOW THIS LINE Published N1squally Valley News, Friday, October 27 2000 Posted In publiC areas October 19, 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners October 19 2000 Dept of Ecology w/checklist October 19 2000 ATTACHMENT SEPA CASE NO 8254 This Mitigated Determination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following · Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) . Preliminary Storm Drainage and Erosion Control Report ( prepared by William R. Moats, P E ) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc ) And the following conditions. 1 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $75750 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site 2 The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer. A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise In highway and roadway design The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 OO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access C Install a right-turn taper eastbound for the commercial site The location and type of access for the commerCial site shall be determined at time of land-use application for a commerctal use 4 The developer shall enter Into an agreement with the Yelm School District to mitigate project Impacts to the school district STORM DRAINAGE & EROSION CONTROL REPORT HAWKES LANDING APPLICANT: HERITAGE HOMES & LAND INC. POBOX 1269 EATONVlLLE, WA 98328 360-832-8877 Prepared by: William R. Moats, P.E. DRAINAGE REPORT PROJECT DESCRIPTION The proponent IS proposmg the development of a 62 lot subdiVIsIon located easterly oflughway 507 and southerly of the Yelm City center The SIte IS COIl1}X>Sed of approxnnately 15 6 acres. Tlns project IS located m the Northeast quarter of sectIon 25 Townslup 17 North, range 1 East, W M. The SIte IS currently undeveloped. Current comprehensIve plan zomng IS R-4 The proposal includes; the construction of frontage improvements along the eXIstIng state Route 507 to urban arterial standards; constructlon of full street improvements for the new on SIte roadways, constructed to local access resIdential standards, extensIon of water and STEP mamlines from existmg facilities located on state Route 507 and 104th Ave. SE, mto the SIte; mstallatIon of storm water collectIon conveyance treatment, and mfiltratton pond facilittes; and grading asSOCIated With constructIon of the on-site roads. STORMWATER Runoff generated on the proposed onsIte roadway and dnveways will be collected, stored, treated, and released as follows: All ollSlte runofI'from driveways and the new roadway will be collected m the SIte's public road stormwater dramage system, conveyed VIa underground pIping and discharged to the SIte storm dramage treatment and mfiltrauon pond faciliues adjacent to the roadways The treatment of the 6-month's storm runoff from the dnveways and roadways will be accomplished by the use ofblofiltratlon swales or blOfiltratlon stnps pnor to the discharge mto the mfiltratlon ponds. Runoff from all residential roofs Will be directed to indiVidual onsite infiltration trenches. SiZing of the proposed infiltration facilities Will be done uSing SBUH level pool routing. SOILS The sOil conservation soil surv8'J of Thurston County maps the on-site soils as 41 - A Spanaway, gravelly Sandy loam. This salliS defined by SCS as follows: "in a typical profile, the surface layer IS biack gravelly Sandy loam 14 Inches thick. The subsoil to a depth of 18 Inches, IS dark graYish brown very gravelly Sandy loam. The substratum to a depth of more than 60 Inches IS light brown- gray, vary gravelly Sand... Permeability IS moderately rapid. The available water capacity is low. Surface runoff IS low and there IS little erosion hazard. The affective rooting depth IS more than four feet" Soils pitS excavated to a minImum depth of 3 feet below the proposed depth of the mfiltratlon ponds confirm the soils as SUItable for mfiltratnon. SOilS lOGS. Soils pIts were excavated at the location of all ponds. At pond # 1 the soils were as follows: 0=18" Black top soil 18"- 9' Sandy Gravel At pond #2 the soils were as follows: 0= 18" Black top soil 18"- 66" Sandy Gravel J HWWT (ii2 66" ~ At pond #3 the soils were as follows. 0=36" Black top soil 36"- 12' Sandy Gravel Sand has an mfiltration rate of8 mches per hour and as the DOE reqUItes a safety factor an infiltratIon rate of 4" per hour will be used. WELLS AND SEPTIC SYSTEJ\tlS All domestIC wells on Slte will be abandoned m accordance vVIth \V AC 173-160 The site will be served by CIty ofYelm pubhc water All onslte sewage disposal systems shall be aba11doned m accordance WIth Thurston County EnVlfonmental SefVlces Department cntena. The site will be served by the City ofYelm's public STEP system. FUEL TANKS Any underground fuel tanks located on the sIte must be removed or abandoned in accordance WIth WSDOE regulatiOns. OFFSITE RUNOFF A swale traverses the sIte near the south end of the project. TIns swale IS essentIally level to the east however there IS an eXlstmg 18" culvert draIning the swale across SR 507 thts culvert will be extended to the east boundary of the project. 100 YEAR FLOOD The FEMA flood rate map confirms that the site IS located m a zone C (non flood zone) DOWNSTREEM A1VALYSIS All runoff from storms up to do 100 year frequency will be collected on sIte, stored and discharged via mfiltratIon, Thus, no discharged of runoff IS antIcipated to outSIde properties or adjacent nght- of- ways. EROSION CONTROL PrOject design shall mclude sIte grading and erOSIOn control measures to contaIn silt and soil Wlthm the project boundanes dunng constructIon until pennallent erosion control is m place m the form of landscapmg, hydro seeding, roadway pavlllg and other measures that may be required. The on-sIte soils have potentIal for erosion. Filter fabnc fencing shall be installed as needed around the perimeter of the SIte to control erOSIon, the final CIvil plans will depIct the locatIon and will proVIde details for fencmg. A stabilized constructIon entrance will be mstalled WIth permanent access to the roadway to prevent velucles from tracking soil away from the disturbed areas; any sentunent tracked off SIte, shall, on a daily basIS, be swept are shoveled from the public roadway surface pnor to waw..ll1g down saId pavement. P (.)/1/!J t2-1 - CIO 39 " I~O..?# "- '- --23+70.49 POC e..J 11 14- 1 --24+4118 PC ~ ....: ""l N89"22'3Q.W 90,00' 2 -----25+0169 PT N89"22'3Q.W 44 97.20' 3 L=142.23 ~=40'44'48. R= 200. 00 60 C5 IC- 16 [J (' (fly D_l/ L4_( A:P '-~D_S]:jLE';::: T '0 ~~ 'l~ ~.1J. ~ ~O: ~ /'0- ~ ~~ ~o ~.o ;... :J"' ~ .;> -;0 r-,. r- .$> 1\ V " -""" ~~\\"""' -+- o';:&~ ~ .00 <.J' ~ ov.t'--l -0 >>- '"'l'" 0, -;eC>r- .~ ",," ~-...... TC IV P " A/ 1) It J VIA 5 ~ s 07 ~c.. i-~ P CJIt J.. ~ 1.. I. Sheet Flow to CB# 14 LENGTH 200 N 011 S P2 TC(MIN ) 005 2.1 Pipe Flow to CB# 15 Length Dia. Slope Velocity TC(MIN) I EUp 60 I.E. Down 12 0.28 % 31 Pipe Flow to CB# 16 Length Dia. Slope Velocity TC(MIN) IEUp 39 I.E. Down 12 0.20 % 2.6 Pipe Flow to CB# 17 Length Dia. Slope Velocity TC(MIN) I EUp 117 I E. Down 12 1.20 % 65 Pipe Flow to CB# 18 Length Dia. Slope Velocity TC(MIN) I E Up 95 1 E Down 12 2.26 % 89 Pipe Flow to Pond CB I E Up o 446064 4 979519 1116323 Min o 320309 Min 0.246346 Min 0301712 Min 0178511 Min )(_76 fCJA/V -iiJ Length Dia. Slope Velocity TC(MIN) 30 I E. Down 12 1 10 % 6.2 Total time to Pond o 080802 Min 12.29091 .- ~ ,... -/ c. {-o P o,-{/ Dti ~ 1/VA CA-~E R Sheet Flow to CB# 17 LENGTH 220 N 011 S P2 TC(M1N.) 005 2.1 o 446064 5 374 12.0477 Min 049 TClo__P ".vjJ tlJ 0A- 5R. 50 7 TIME OF CONCENTRATION TO CB18 Sheet Flow first 200 feet LENGTH 200 N 011 S 01 P2 2.1 o 588586 4979519 TC(MIN.) 8.460146 Min Gutter flow CB# 20 length 330 k 27 Slope 0011 Velocity 2.831784 TC(MIN) 1 942239 Min Pipe Flow to CB# 4 I.E Up Length 75 I E. Down Dia. 12 Slope 110 % Velocity 6.2 TC(MIN) 0.202005 Min #NUM! Total TC 10 60439 Min .. " (J1 co (J1 tD ,:?V ru ~ ~ \\ 'C5 ~g~~ ~ '3B.% ~ .I>> -a 0,. .~ I (1) o J. / 6'..> ~A /,... cr- ~ .... ~ CD OS ~ (7) '- :;o~r- \\ \\ \\ ~~~ o o. Q g.'$ 0__ -.1$ ..., .... .... 9- t.,) - ~ ~-. 7' ..,. . .- ~~r- 1\ \\ ~ "'~~ oq", o~. Q~'" o ~lJ' 00. i \ ~ .... .... .... ~ V -- OS -0 - n ~ Gtl Di~A lpA .-. Ll A (~ t-::~jt jn ri] pOA./D T-: ' .. . 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A...-"\ -' ~ p-' I""': 92 ~J :::;,60 ;;;/- --) (' - -:: I' A J) C..., 4 .~ / \., " f " 93- 0 7/"" 0 2. 2 4cJ~ L':::S o. - - ~; E;~ ~~. J.;: H:! % :h;:~ ..~ :~....,. ~,!'\l ,''''' ,~ '" ,'"," ""'" .~ c;t'<7;t....z ("1 ;~ N:.,..... 0-{r"'/, ! ~ (l" .t=f'{' Cj.l ,? f' ,-"".IF' f .. .ot.- o t-. , /i, "j .-.-----...-------T---~ D/'c.u"?;.., t,;. I i i I ? "Z.; A,,-,'''-: ..... ../ I Ii ,;...Ji i:;;" .) o ') :S /yl'CiO .< ......-- .,> ~ / I 1 r; 7' ,.., " .-# l'''~) (',.,;;1' ;:f- II l ~ - RI\E4 oP Hov.7.'it!/G ,_ r.,'.. .....!.I I ';'''''/ ' ,-;. "- -I- lii'l I' r:!i.1 '.. ... o 8" '5 A c /(EiS 2. 4-f-bo 29+46 ""'~ -~ -.)1 J 7 -. .- .-," (,:l j' To "'-"/).,( <"i, / '.--' -", V "!' /'1 ,_~~~~~,!~!::{.:.LtL /f~.- 0 J('!"lp /"1 R?,4 2- 4- S A: 4-4 - - .... ~ ) 2- )0+.5 c9 ? (;.)00 51= ......... .,! j) -l-.. I: .'1 YQfJof1tJtt /0 Ij()/"'D,,1 t.:J I:'~--- 2--. /1 /" I' ,-,... ;:-r- . _ /1" P:::--t,.;' )J)"" C,-" .(\ c: i \., I' r ;.:) rft o 93 Ac/{~s o CJ 7 /\ C f) 6: ~ o ~ c:., Au; '2, J .,l f >~ ,.., (), , -"" . /:./', .r.. " n\ :.... ~('-"- (j F 4c.c~ S5 R.v4 D "'"'1' A (:) to /~ ?to 2 0.9 Ac y 4..5 2 2. -f.. 2.0 !-o 2~ +,/7(;1 450/ A' . <t-../ ARE>4 OF p ;;;.; ;~ 1-50 1-. 9cJ LESS "3/'3060 ""'. -.. j I) r ,jV, /- ,- I'. /\ t. - .1 /'--t f:' c ,.It '""T:'-11( ! U 1/\ L ~ 7;tlr' - .J. " i.P . o t.S...,.. 6 .'L -) .if." ~/ f r v - t ' . ~> or' ~ -4,. '! of.,.' STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN Table III-l. 3 (Published by SCS in 1982) SCS Western Washington Runoff Curve Nu~~ers Runoff curve numbers for selected agricultural, suburban and urban land use for Type lA rainfall distribution, 24-hour storm duration. LAND USE DESCRIPTION CURVE NUMBERS BY HYDROLOGIC SOIL GROUP A B C D cultivated land(l): winter condition 86 91 94 95 Mountain open areas: low growing brush & grasslands 74 S-2 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 open spaces, lawns, parks, golf courses, cemeteries, landscaping. @ Good condition: grass cover on 1:75% of the 80 86 90 area Fair condition: grass cover on 50-75% of 77 85 90 92 the area Gravel road9 & parking lots: 76 85 89 91 Dirt roads & parkinq lots: 72 82 87 89 Impervious surfaces, pavement, roofs ete 98 98 98 98 Open water bodies: lakes, wetlands, ponds etc. 100 100 100 100 Single family residentia1(2): Dwelling Unit/Gross Acre %Impervious(3) Separate curve number 1.0 DU/GA lS shall be selected for 1 5 DU/GA 20 pervious & impervious 2.0 DU/GA 25 portions of the site 2.5 DU/GA 30 or basin 3.0 DU/GA 34 3.5 DU/GA 38 4.0 DU/GA 42 4.5 DU/GA 46 5 0 DU/GA 48 5.5 DU/GA 50 6.0 DU/GA 52 6 5 DU/GA 54 7.0 DU/GA 56 PUD'S, condes, apartments, \impervious commerci.al businesses & must be industrial areas computed ( 1) (2 ) (3 ) For a more detai.led description of agricultural land use curve numbers refer to National Engineering Handbcok, Sec 4, Hydrology, Chapter 9, August 1972 Assumes roof and driveway runoff is directed into street/storm system. The remai.ning pervious areas (lawn) are considered to be in good condition for these curve numbers -- III-1-12 FEBRUARY, 1992 -- t I Q I PT .~ - - (;) (3 ~ tI ( ~i ..n~ ~ <t ~ IL -q--J \ / " pdJ-JD #:- 1- Hawks at Yelm Area Pt 4.1 In dt 10 Min Tc 12 Min ~i7!:~~;~~e-a...--------I-- 2.090 Acre eN 68.0 8 4.7058824 0.28 0.94118 0.670 Acre CN 98.0 8 0.2040816 0.28 0.04082 !~~~~~~:~=J-~~-===--~= 2.760 Acre Time Max Flow Total Runoff Volume 19025 CF 480 Min 1.077 CF8 ~:-~:'.~~~-~~:-:~~~~~~=~~r=~=~==~ Pervious Area Impervious Area ==--T~~~~~- --.lg~i~b~tion Accumulated Accumulated Incremental Accumulated Incremental Total Instant Des~_ Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate ...._---~ ... --..-.-------- o Min 0 0000 in o 000 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 cfs o 00 cfs ----------~-------- o 000 in 10Min 00164in o 016 in o 000 in o 000 in o 000 in o 000 in o 00 cfs 0.00 cfs ~---'--'---'-."-- --~--~ 20 Min 00164 in o 033 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 cfs o 00 cfs -------.---.--------- --------_.-- 30 Min 00164 in o 049 in o 000 in o 000 in 0.000 in o 000 in o 000 in o 00 cfs o 00 cfs --_._-----~---_.- .-----. - o 066 in 0.000 in 40 Min 00164 in o 000 in o 003 in o 002 in 0001 in o 01 cfs o 00 cfs ...-.-.......---..--..--..-.!..-.---. o 082 in o 000 in o 000 in o 007 in o 004 in 0001 in o 02 cfs o 01 cfs ._.____._~q_!v.1i.~L_9.il_l~~Jr1 . ----.---.--~6..~f~r--..-~-6..~*~ o 098 in o 000 in o 000 in o 013 in o 006 in 0001 in o 02 cfs o 02 cfs .- o 115 in o 000 in o 000 in o 020 in o 007 in o 002 in 0.03 cfs o 02 cfs -.._-_._._----------~------- ..-----.------ ___________~~~~!____.....Q...Q.164in o 131 in o 000 in o 000 in o 028 in o 008 in o 002 in o 03 cfs o 03 cfs 90 Min 00164 in o 148 in o 000 in o 000 in o 037 in o 009 in o 002 in o 04 cfs o 03 cfs ----_._._._---~-~- ---~~ o 164 in o 000 in o 000 in o 046 in 100 Min 00164 in 0010 in o 002 in o 04 cfs o 04 cfs -......----.-..----- ._----~_._--- o 000 in 110 Min 00205 in o 185 in o 000 in o 059 in o 013 in o 003 in o 05 cfs o 04 cfs ---~---------_. ----- 0.205 in o 000 in o 000 in o 073 in 120 Min 0 0205 in 0014 in o 003 in 0.06 cfs o 05 cfs ------------.----- .----------- 0.226 in o 000 in 130 Min 0 0205 in o 000 in o 088 in 0015 in o 004 in o 06 cfs o 05 cfs ---~-~-_.__._-_._- --------- 0.246 in o 000 in 140 Min 0 0205 in o 000 in o 1 03 in 0015 in o 004 in o 06 cfs o 06 cfs -------------------- 150 Mini o 0205 in 0.267 in o 000 in o 000 in o 119 in 0016 in o 004 in o 06 cfs o 06 cfs --'--160Minl'.-O 0205 in 0.287 in o 000 in o 000 in o 135 in 0016 in o 004 in o 07 cfs o 06 cfs -------170-tlJiTriT o 0246 in 0312 in o 000 in o 000 in o 154 in o 020 in o 005 in o 08 cfs o 07 cfs ----~l= 180 Min 0 0246 in o 336 in o 000 in o 000 in o 175 in o 020 in o 005 in o 08 cfs o 08 cfs ._------- o 361 in o 000 in o 000 in o 195 in ------.-}6~rW~ --. b b;:: :~ 0021 in o 005 in o 08 cfs o 08 cfs o 385 in o 000 in o 000 in 0.216 in 0021 in o 005 in o 09 cfs o 08 cfs ------- 210 Min[----O 0246 in' o 41 0 in o 000 in o 000 in 0.238 in 0021 in o 005 in o 09 cfs o 08 cfs -.----.-.------1 o 435 in o 000 in o 000 in 0.259 in o 022 in o 005 in o 09 cfs o 09 cfs .. ..._~;~ ~~-~ ~;:~ ~ o 463 in o 000 in o 000 in 0.285 in o 026 in o 006 in 010 cfs o 09 cfs -------------_. ---- o 000 in 240 Min 0 0287 in o 492 in o 000 in o 311 in o 026 in o 006 in 010 cfs 010 cfs -<-------.-- o 521 in o 000 in 250 MinI 00287 in o 000 in o 337 in o 026 in o 006 in o 11 cfs o 1 0 cfs ------"--- o 000 in _______ 26Q..~in ---.9.il_287_lr1._ o 549 in o 000 in o 363 in o 026 in o 006 in o 11 cfs 010 cfs 270 Min 0 0287 in o 578 in o 000 in o 000 in o 389 in o 026 in o 006 in 011cfs o 11 cfs --'---'-280 Min1--- 0 ois7 in o 607 in o 000 in o 000 in o 416 in o 027 in o 006 in 011cfs o 11 cfs ---290--Min~-' 0 0336 in o 640 in o 000 in o 000 in 0447 in 0031 in o 008 in 013 cfs o 11 cfs Accumulated Rainfall Page 1 24Hr -I :=~~~~'~':~~===~:~-l~~t~~~~io ~--t~~~~f~I~lat~d ...----.---...-....--...---F--.-.----..-. 300 Mi!1L 0 0336 in ----------3.1"o.ivfin-1 -'-00336 in .-.-.----........-..-..---.-..[----.----... 320 Min 0 0336 in ------.-..--.----....-.--.. --------...-[----. ---------~~~ijT~I----..~-~~;~ l~~. --~----~._-_._-_.- -----~---- 350 Min 0 0390 in .~=_-=-~==:=}~_~~~I6:t=.-O-03~0 i~ _.__3J.9_flAJ!11 __.Q..Q_~~O in ---------;~~~~r---b-6~~~.~ -------.----..-.. ..-.-.-1.-----..------ 400 Min 0 0390 in :===_=:==:~).9_~0:~~_=__Q:.05I~ii![- 420 Min 0 0549 in ==-====.Q6=~0 ==Q.Q~49EI. -. 440 Min 0 0738 in I ----------------------.- --_.__._--~- 450 Min 0 0738 in ________________~.~~..___ -___.__0___'-'- 460 Mini 01394inl _=========47.Q..f0)~[___.Q}214_il1.- 480Min~ 01107in .=.-..:===_!90 Ml~ -=-- 0 0~38 i~: _.___.__~g_Q.Mi~L._..9_9.?_~_~U~_ -....--.-----~~6 ~~-f- 6 6;:; :~. :-==~=-~o ~T~C=='6-03~1~ ___._~~QJ':!iI1L.__...9. 03~1.Jil_ ________~Q_~lr1J___O 0361J!:1. . .....~.-~~~~!~1--6 6~~t~ 580 Min 00361 in .---.-------.---- -_.~--~-- 590 Min 00361 in ---~._--_.~- ~--- 600 Min 0 0361 in .======~fO~~C=.9 0~61i~ 620 Min 00361 in ~-----~---_.- --~ 630 Min 0 0361 in ------~--_._~-- -~------ 640 Min 00361 in, ----.-.~----,----- --------r--- I--- 65Q_Min.Q.. 02~~11. 660 Min 0 0295 in ---- --~-~---- 670 Min 0 0295 in ---'--.--"-.'---'. ..---------+--- 680 Min! 0 0295 in Accumulated Rainfall Hawks at Yelm Pervious Area Impervious ArE~a Accumulated Incremental Accumulated Incremental Total Runoff Runoff Runoff Runoff I Runoff 0674in OOOOin OOOOin o 479 in 0032in 0708 in 0000 in 0000 in 0511 in 0032 in 0741 in 0000 in 0000 in 0.542 in 0032 in 0775in OOOOin o 000 in 0574in o 032 in o 809 in 0 000 in 0 000 in 0 606 in 0 032 in o 847 in 0 000 in 0 000 in 0 644 in 0 037 in 0886 in 0000 in 0000 in 0681 in 0037 in o 925 in 0 000 in 0 000 in 0 719 in 0 038 in o 964 in 0 000 in 0 000 in 0 756 in 0 038 in 1 003 in 0 001 in 0001 in 0794 in 0 038 in 1 042 in 0002 in 0001 in 0.832 in 0038 in 1 097 in 0 005 in 0 003 in 0 885 in 0 053 in 1 152 in 0 009 in 0 004 in 0 939 in 0 054 in 1.207 in 0014 in 0005 in 0993 in 0054 in 1.281 in 0 023 in 0 009 in 1 065 in 0 072 in 1355in 0033in 0011in 1137in o 072 in 1 494 in 0 058 in 0 025 in 1.274 in 0 137 in 1715in 0109in 0051 in 1493in 0.218 in 1826in 0140in 0031 in 1602in 0109in 1 900 in 0 162 in 0 022 in 1 675 in 0 073 in 1955in 0180in 0017in 1730in o 054 in 2.010 in 0198 in 0018 in 1784 in 0054 in 2.065 in 0.217 in 0 019 in 1 839 in 0 054 in 2.101 in 0.229 in 0013in 1874in 0036in 2.137 in 0.242 in 0013in 1910in 0036in 2.173 in 0.256 in 0013 in 1946 in 0036 in 2.209 in 0.269 in 0014 in 1 982 in 0036 in 2.245 in 0.283 in 0014 in 2.018 in 0036 in 2.281 in 0.297 in 0014 in 2.053 in 0036 in 2,317 in 0311 in 0014 in 2.089 in 0036 in 2.353 in 0326 in 0015 in 2.125 in 0036 in 2.389 in 0341 in 0015 in 2.161 in 0036 in 2.426 in 0356 in 0015 in 2.197 in 0036 in 2.462 in 0371 in 0015 in 2.233 in 0036 in 2.498 in 0387 in 0016 in 2.268 in 0036 in 2.527 in 0 400 in 0 013 in 2.298 in 0 029 in 2.557 in 0413in 0013in 2.327 in 0029in 2.586 in 0426 in 0013 in 2.357 in 0029 in 2,616 in 0440 in 0013 in 2.386 in 0029 in Page 2 Instant Design Flovvrate Flovvrate o 008 in 0 13 cfs o 008 in 0 13 cfs o 008 in 0 13 cfs o 008 in 0 13 efs 0.008 in 013 cfs o 009 in 0 15 efs o 009 in 0 15 cfs o 009 in~...15 cfs o 009 in 0 15 cfs 0010 in 016 efs 0010in o 17efs o 015 in 0.25 cfs 0.016 in 0.27 cfs o 017 in 0.28 efs o 024 in 0 40 efs o 026 in 0 43 cfs o 052 in 0 87 efs o 092 in 1 53 efs o 050 in 0 83 efs o 035 in 0 58 efs o 026 in 0 44 efs o 027 in 0 45 efs o 027 in 0 46 efs 0018in 031efs 0019in 031efs 0019 in 031 efs 0019in o 32efs 0019 in 0 32 efs 0019in o 32cfs o 020 in 0 33 efs o 020 in 0 33 efs o 020 in 0 33 efs o 020 in 0 34 efs o 020 in 0 34 efs o 021 in 0 34 cfs o 017 in 0.28 efs 0017 in 0.28 cfs o 017 in 0.29 efs 0017in 0.2gefs o 12 cfs o 13 efs o 13 cfs 013 efs - 0.13 cfs -- 014 efs o 15 cfs o 15 efs 0.15 efs o 16 cfs - 016 cfs - 019 cfs 0.23 efs 0.26 efs 0.31 cfs - o 37 efs o 53 efs o 93 efs - 1 08 cfs o 86 cfs o 65 efs o 53 cfs o 49 cfs o 42 efs 0.36 efs o 33 cfs o 32 cfs o 32 efs o 32 cfs o 32 cfs -. o 33 cfs o 33 efs o 33 efs 0.34 efs o 34 efs -- o 32 efs o 30 cfs 0.29 efs 0.29 cfs 24Hr I ~=-=~~~~-===~~i~rrr~~tion-~. ~~f~f~I~lated -"'-~--~---'--'--"'--- -------~- 690 Min 0 0295 in ~-=~~~=~=~~'~~~~j~.~=~._-m~ ~-~i~~ .~,._--~----~-~-~--_._- --.-.---^-----..-- 720 Min 0 0295 in ."---~~---_.__.."-- ---------" __.___z..3.Q._~ir:!L-~-Q.~-~r:! 740 Mini 00295 in .-----.------..---.-- ._--~~ 750 Min 00295 in -.--.--..,--.-------"-. ._-----~----- 760 Min 0 0295 in ------.,.----------- --------.. 770 Min 0 0234 in -_._-------_.~---~---- --------- 780 Min 00234 in --------------"---- -------- 790 Min 0 0234 in .~=-==..~~~~l~.- ~ 6~~H~ .--.--820 MinT---O-0234in -..------.-.--..---mr~.----'- --.-------.~~~-~t~t-- ~~~-j: ~ --- -----850~iin[ -----O()234in .-..--...---..- .I-----~-'--f---. 860 Min 0 0234 in .--.--. 870 Min!'-O-0234Tn .-----..------- --.----- 880 Min 0 0234 in . 89OMirlT---OO205 in -------gO-OMin["--O 0205 in ..--910-Min~---'-()0205 in -------"----.-.-----.--- ----.--- 920 Min 0 0205 in :==--=-~~}1~r=--=_03)205 ~f! -~-~~~~~F-~ 960 Min 0 0205 in ---_._.._...._._~ 970 Min 0 0205 in "---~._,-_._---- ___,______~~~ ~:~ _m ~ ~~~; :~ ---.----- ----- 1000 Min 0 0205 in -.------~ --...-t- 1010Min 00164in -----".-------.------- 1020 Min 00164 in -,------_. 1030 Min 0 0164 in ----.---.--.--------- - 1040 Min 00164 in -----.lOsoMTil[-.-oo164Inr--. -:-_=__ 1060 Minl-O-~"E 1070 Mini 00164 in, Accumulated Rainfall 2.645 in - 2.675 in - 2.704 in - 2.734 in - 2.763 in - 2.793 in - 2.822 in - 2.852 in - 2.875 in - 2.899 in 2.922 in - 2.945 in - 2.969 in - 2.992 in - 3016 in 3 039 in 3 062 in 3 086 in 3 109 in 3 132 in 3 153 in 3 173 in 3 194 in 3.214 in 3.235 in 3.255 in 3.276 in 3.296 in - 3317 in 3.337 in 3 358 in 3 378 in 3 395 in 3 411 in 3 428 in 3 444 in 3 460 in 3 477 in 3 493 in Hawks at Yelm Pervious Area Impervious Area Accumulated Incremental Accumulated Incremental1Total Runoff Runoff Runoff Runoff Runoff 0453 in 0014 in 2.415 in 0029 in o 467 in 0 014 in 2.445 in 0 029 in 0481 in 0014 in 2.474in 0029 in 0495 in 0014 in 2.503 in 0029 in 0509 in 0014 in 2.533 in 0029 in o 523 in 0 014 in 2.562 in 0 029 in 0537 in 0014 in 2.591 in 0.029 in 0552 in 0015 in 2.621 in 0029 in 0563 in 0012 in 2.644 in 0023 in 0575 in 0012 in 2.667 in 0023 in 0587 in 0012 in 2.691 in 0023 in 0599 in 0012 in 2.714 in 0023 in 0611 in 0012 in 2.737 in 0023 in 0623 in 0012 in 2.760 in 0023 in 0635 in 0012 in 2.784 in 0023 in 0647 in 0012 in 2.807 in 0023 in 0.659 in 0012 in 2.830 in 0.023 in 0671 in 0012 in 2.854 in 0023 in 0684 in 0012 in 2.877 in 0023 in 0696 in 0012 in 2.900 in 0023 in 0707 in 0011 in 2.921 in 0020 in 0718in 0011in 2,941 in 0020in 0729 in 0 011 in 2.961 in 0 020 in 0740 in 0011 in 2.982 in 0020 in o 752 in 0011in 3002in o 020 in o 763 in 0 011 in 3 023 in 0 020 in 0774 in 0011 in 3043 in 0020 in 0786 in 0011 in 3.064 in 0020 in 0797 in 0011 in 3084 in 0020 in o 808 in 0 011 in 3 104 in 0 020 in 0820in 0012in 3125in 0020in o 832 in 0012in 3145in o 020 in 0841 in 0009in 3162in 0016in 0850in 0009in 3178in 0016in 0860 in 0009 in 3.194 in 0016 in 0869 in 0009 in 3.211 in 0016 in 0878 in 0009 in 3.227 in 0016 in 0888 in 0009 in 3.243 in 0016 in 0897 in 0009 in 3.260 in 0016 in Page 3 0017 in - 0017 in 0018 in ~- 0018 in 0018 in 0018 in 0018 in - 0018 in '- 0014 in 0.014 in 0015 in 0015 in 0015 in 0015 in -- 0015 in - 0015 in - 0015 in -~ o 015 in 0015 in 0015 in ~- 0013 in - 0013 in 0013 in 0013 in -~ 0013 in - 0013 in - 0014 in -- 0014 in -- 0014 in 0.014 in - 0014 in -- 0014 in - o 011 in 0011 in - 0011 in 0.011 in - o 011 in -- o 011 in o 011 in Instant Desi9!} Flovvrate Flovvrate 0.29 cfs 0.29 cfs 0.29 cfs 0.29 cfs 0.29 cfs 0.29 cfs o 30 cfs 0.29 cfs o 30 cfs 0 30 cts o 30 cfs 0 30 cfs o 30 cfs 0 30 cfs o 30 cfs 0.30 cfs 0.24 cfs 0.28 cfs 0.24 cfs 0.26 cfs 0.24 cfs 0.25 cfs 0.24 cfs 0.25 cfs 0.24 cfs 0.25 cfs 0,25 cfs 0.25 cfs 0.25 cfs 0.25 cfs 0.25 cfs 0.25 cts 0.25 cfs 0.25 cts 0.25 cfs 0.25 cfs 0.25 cfs 0.25 cfs 0.25 cfs 0.25 cfs 0.22 cfs 0.24 cfs 0.22 cfs 0.23 cts 0.22 cfs 0.23 cfs 0.22 cfs 0.22 cfs 0.22 cfs 0.22 cfs 0.23 cfs 0.22 cfs 0.23 cfs 0.23 cts 0.23 cfs 0.23 cfs 0.23 cts 0.23 cfs 0.23 cfs 0.23 cfs 0.23 cfs 0.23 cfs 0.23 cfs 0.23 cfs o 18 cfs 0.22 cfs o 18 cfs 0.20 cfs o 18cfs o 19cfs 0.19cfs 0.19cfs o 19cfs o 19cfs o 19cfs o 19cts o 19cfs o 19cfs 24Hr Hawks at Yelm Pervious Area Impervious Area _._-~---~~~-,-_._._-- '~'-'-'--------- --- Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instant Desian ----~---_._-_.~._-_.__. --.-_.._------- Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate --~----_.._._-_._._---~----.- ._--------~----~---- 1080 Min 00164 in 3510 in o 907 in 0010 in 3.276 in 0016 in o 011 in o 19 cfs 019 cfs ..__._-----~.__.._--_...---_. ------------.--- 019 cfs 1090 Min 00164 in 3.526 in o 916 in 0010in 3,292 in 0016 in 0011 in 019 cfs ________.____..__.__n__ n_._ _____.. 1100Min 00164in 3 542 in 0.926 in 0010 in 3 309 in 0016 in o 011 in o 1 9 cfs o 19cfs ..-------------.---------.--- -~------ 1110Min 00164in 3 559 in o 936 in 0010 in 3 325 in 0016 in o 011 in 019 cfs 019 cfs --------------.--..------.."' ~----_.__.. 3 575 in 1120Min 00164in o 945 in 0010 in 3.341 in 0016 in 0011 in 019 cfs 019 cfs -----------.---.--.-...- -----_._--. 1130Min 00164in 3 592 in o 955 in o 010 in 3 358 in 0016 in 0011 in o 19cfs 019 cfs -~---_._-~----_._._-- -----------. 1140 Min 00164 in 3.608 in o 965 in 0010 in 3374 in 0016 in o 011 in 019 cfs o 19 cfs -. .-------.---------.-----.--- .----..-.--------- 1150Min 00164in ~. 3.624 in o 974 in 0010 in 3.390 in 0016 in 0011 in 019 cfs 019 cfs ---------."--.-.-.-.--..-.---.t------------~ 1160 Mini 00164 in 3 641 in o 984 in 0010 in 3.407 in 0016 in 0011 in 019 cfs 019 cfs ~==-H~~~~l~---~ ~~.~: :~ 3 657 in o 994 in 0010 in 3 423 in 0016 in o 011 in 0.19 cfs 019 cfs 3.674 in 1 004 in 0010 in 3 440 in 0016 in 0011 in 019 cfs 019 cfs . .--.--...-..--.....-..---.-r...-----...-. 1190Min 00164in 3 690 in 1 014 in 0010 in 3 456 in 0016 in o 011 in 019 cfs 0.19 cfs -..----------..------- ----_.~_. 1200 Min 00164 in 3,706 in 1 023 in o 010 in 3472 in 0016 in o 011 in 019 cfs 019 cfs --_._-_.._--~._-..._"---- ----~- 3.723 in 3 489 in 1210Min 00164in 1 033 in 0010 in 0016 in o 011 in 019 cfs 019 cfs -----~---_._--_.__..__.-- 1220 Min 00164 in 3.739 in 1 043 in o 010 in 3 505 in 0016 in 0011 in 019 cfs 019 cfs ~------------------ - ---.---------- 1230 Min 00164 in 3756 in 1 053 in o 010 in 3 521 in 0016 in 0012 in o 19 cfs o 19 cfs ----~---_._----------- -------------- 3 772 in 1240 Min 00164 in 1 063 in 0010 in 3.538 in 0.016 in 0012 in o 19 cfs 019 cfs ---.-----.-----.-----.--- ------ 3.788 in 1 073 in o 010 in 3.554 in 019 cfs 1250 Min 00164 in 0.016 in 0012 in 019 cfs ------~_._._-_._._- -- 3 805 in 1 083 in 3.570 in 019 cfs 1260 Min 00164 in o 010 in 0016in 0012 in 0.19cfs -------~_._---_._-- ------ 1270 Min 00164 in 3,821 in 1 093 in 0010 in 3 587 in 0016 in o 012 in 019 cfs 019 cfs ._._-_.__._~- ----~._- 1280 Min 00164 in 3.838 in 1 104 in 0010 in 3 603 in 0016 in 0012 in o 19 cfs 0.19cfs ------.------ --~~-- 3.854 in 1 114 in 0010 in 3619 in 0016 in 0012 in 019 cfs 019 cfs 1290 Min 00164 in --------136OMi~f.-0 0164 inr-- 3.870 in 1 124 in 0010 in 3.636 in 0016 in 0012 in 0.19 cfs 019 cfs _._------.._'~---- _._------ 3.887 in 0010 in 3 652 in 0016 in 019 cfs 1310 Min 00164 in 1 134 in 0012 in 0.20 cfs ~-_.- !~_~M@--._O_'D~~!!1- 3,903 in 1 144 in o 010 in 3 669 in 0016 in 0012 in ~Q.20 cfs 0.20 cfs 1330 Min 00164 in 3.920 in 1 154 in 0010 in 3.685 in 0016 in 0012 in 0.20 cfs 0.20 cfs ~---------------_._--- ~------ 3 936 in 1340 Min 00164 in 1 165 in 0010 in 3.701 in 0016 in 0012 in 0.20 cfs 0.20 cfs --..--.----------- ~,------ 3.952 in 1350 Min 00164 in 1 175 in 0010 in 3.718 in 0016 in 0012 in 0.20 cfs 0.20 cfs _______._. n.....__ 3 734 in 0016 in 1 360 Min 00164 in 3.969 in 1 185 in o 010 in 0012 in 0.20 cfs 0.20 cfs --------------------- ~-_._._--- 1370 Min 00164 in 3.985 in 1 196 in 0010 in 3.750 in 0016 in 0012 in 0.20 cfs 0.20 cfs ---------------- -~--- 1380 Min .___._Q.Q.164_i!:1. 4 002 in 1.206 in 0010 in 3 767 in 0016 in 0012 in 0.20 cfs 0.20 cfs ----------.-..------ 1390 Min 00164 in 4018in 1.216 in o 010 in 3783 in 0016 in 0012 in 0.20 cfs 0.20 cfs ._-_._--~--- ----- 1400 Min --.--.9..g1.~4J!:1. 4 034 in 1.227 in 0010 in 3 799 in 0016 in 0012 in 0.20 cfs 0.20 cfs --------- 1410 Min 00164 in 4051 in 1.237 in 0010 in 3.816 in 0016 in 0012 in 0.20 cfs 0.20 cfs --------.--- ------ 1420 Min 00164 in 4 067 in 1.248 in 0010 in 3 832 in 0016 in 0012 in 0.20 cfs 0.20 cfs -------------- 1.258 in 1430 Min 00164 in 4 084 in o 010 in 3 849 in 0016 in 0012 in 0.20 cfs 0.20 cfs ---------~~--_. -.--OO164inl 1440 Min 4 100 in 1.269 in o 011 in 3 865 in o 016 in 0012 in 0.20 cfs 0.20 cfs Accumulated Rainfall Page 4 24Hr Hawks at Yelm Stage/Storage Trench Width 278ft f 4 000 in/Hr Trench Length I 1 00 0 ft H 33ft fd 9.26E-5 ftfsec As 2780 00 SF EffectIve Area 1 I I S/dt h 5 2S/dt Q+2S/dt 0 o 000 cfs 0 o 000 cf o 000 cfs 0.2574 cfs 0.2574 cfs o 093 cfs o 02[ 55 600 cf o 185 cfs o 4427 cfs 0.2574 cfs 0185 cfs 004 111 .200 cf o 371 cfs 06281 cfs 0.2574 cfs 0.278 cfs 006 166800 cf o 556 cfs 08134 cfs 0.2574 cfs o 371 cfs 008 222.400 cf 0741 cfs o 9987 cfs 0.2574 cfs o 463 cfs 01 278 000 cf o 927 cfs 1 1841 cfs 0.2574 cfs o 556 cfs 012 333 600 cf 1 112 cfs 1 3694 cfs 0.2574 cfs o 649 cfs 014 389.200 cf 1 .297 cfs 1 5547 cfs 0.2574 cfs 0741 cfs 016 444 800 cf 1 483 cfs 1 7401 cfs 0.2574 cfs o 834 cfs 018 500 400 cf 1 668 cfs 1 9254 cfs 0.2574 cfs o 927 cfs 0.2 556 000 cf 1 853 cfs 2.1107 cfs 0.2574 cfs 1 019 cfs 0.22 611 600 cf 2.039 cfs 2.2961 cfs 0.2574 cfs 1112 cfs 0.24 667.200 cf 2.224 cfs 2.4814 cfs 0.2574 cfs 1 .205 cfs 0.26 722.800 cf 2.409 cfs 2.6667 cfs 0.2574 cfs 1 .297 cfs 0.28 778400 cf 2.595 cfs 2.8521 cfs 0.2574 cfs 1 390 cfs 03 834 000 cf 2.780 cfs 30374 cfs 0.2574 cfs 1 483 cfs 032 889600 cf 2.965 cfs 3.2227 cfs 0.2574 cfs 1 575 cfs 034 945.200 cf 3151 cfs 3 4081 cfs 0.2574 cfs 1 668 cfs 036 1000 800 cf 3 336 cfs 3 5934 cfs 0.2574 cfs 1 761 cfs 038 1056 400 cf 3 521 cfs 3 7787 cfs 0.2574 cfs 1 853 cfs 04 1112 000 cf 3 707 cfs 39641 cfs 0.2574 cfs 1 946 cfs 042 1167600 cf 3 892 cfs 4 1494 cfs 0.2574 cfs 2.039 cfs 044 1223.200 cf 4077 cfs 43347 cfs 0.2574 cfs 2.131 cfs 046 1278 800 cf 4.263 cfs 4 5201 cfs 0.2574 cfs 2.224 cfs 048 1334 400 cf 4 448 cfs 4 7054 cfs 0.2574 cfs 2.317 cfs 05 1390 000 ct' 4 633 cfs 4 8907 cfs 0.2574 cfs 2.409 cfs 052 1445 600 cf 4819 cfs 50761 cfs 0.2574 cfs 2.502 cfs 054 1501.200 cf 5004 cfsl 5.2614 cfs 0.2574 cfs 2.595 cfs 056 1556 800 cf 5189 cfs 5 4467 cfs 0.2574 cfs 2.687 cfs 058 1612400 cfl 5 375 cfsl 56321 cfs 0.2574 cfs 2.780 cfs 061 1668 000 cf 5560 cfsl 58174 cfs 0.2574 cfs 2.873 cfs' 062 1723 600 cfl 5745 cfs 6 0027 cfs I 0.2574 cfs 2.965 cfsl 0641 1779.200 cf! 5931 cfsl 61881 cfsl 0.2574 cfs 3058 cfs! 0661 1834 800 cfl 6 116 cfs! 6 3734 cfs 0.2574 cfs 3 1 51 cfs I 0681 1890400 cfl 6301 cfsl 6 5587 cfs i 0.2574 cfs 3.243 cfsl 071 1946 000 cfj 6487 cfsl 67441 cfsl 0.2574 cfs 3336 cfs! 0721 2001 600 cfl 6672 cfsl 6 9294 cfs! 0.2574 cfs 3429 cfsl o 74! 2057.200 cfj 6857 cfs! 7 1147 cfs I 0.2574 cfs I 3521 cfsl 0761 2112800 cfl 7043 cfsl 7 3001 cfsl 0.2574 cfs -----3614-cfsl ------0781 2168400 cfj 7.228 cfsr--- 7 4854 cfs r 0.2574 cfs , .. 3707cfsl 081 2224000cfl 7413cfsl 76707 cfsl 0.2574 cfs -- ___L__~_l_~_____>---~~~_.:..._~_.___. 78561 cfsl 3799 cfs! o 82! 2279 600 cf! 7599 cfsl 0.2574 cfs Stage/Storage Table Page 1 Stage_ Storage24 Hawks at Yelm 1--. S/dt hiS 2S/dt Q+2S/dt 0 3892 cfs 084 2335.200 cf 7784 cfs 80414 cfs 0.2574 cfs 3985 cfs 0861 2390800 cf 7969 cfs 8.2267 cfs 0.2574 cfs 4077 cfs 088 2446400 cf 8155 cfs 84121 cfs 0.2574 cfs 4170 cfs 09 2502.000 cfl 8340 cfs 85974 cfsl 0.2574 cfs 4.263 cfs 092 2557600 cf 8525 cfs 87827 cfs 0.2574 cfs 4355 cfs 094 2613.200 cf 8711 cfsl 89681 cfs' 0.2574 cfs 4448 cfsl 0961 2668800 cf 8896 cfs 91534 cfsl 0.2574 cfs 4541 cfs 098 2724400 cf 9081 cfs 93387 cfs 0.2574 cfs 4633 cfs 1 2780000 cf 9.267 cfs 95241 cfs 0.2574 cfs 4726 cfs 1 02 2835600 cf 9452 cfs 97094 cfs 0.2574 cfs 4819 cfs 1 04 2891.200 cf 9637 cfs 98947 cfs 0.2574 cfs 4911 cfs 1 06 2946800 cf 9823 cfs 100801 cfs 0.2574 cfs 5004 cfs 1 08 3002.400 cf 10008 cfs 10.2654 cfs 0.2574 cfs 5097 cfs 1 1 3058000 cf 10193 cfs 104507 cfs 0.2574 cfs 5189 cfs 112 3113600 cf 10379 cfs 106361 cfs 0.2574 cfs 5.282cfs 114 3169.200cf 10 564 cfs 10 8214cfs 0.2574cfs 5375cfs 116 3224800cf 10749cfs 110067cfs 0.2574cfs 5467 cfs 1 18 3280 400 cf 10 935 cfs 11 1921 cfs 0.2574 cfs 5560 cfs 1.2 3336000 cf 11120 cfs 11 3774 cfs 0.2574 cfs 5653 cfs 1.22 3391 600 cf 11 305 cfs 11 5627 cfs 0.2574 cfs 5745 cfs 1.24 3447.200 cf 11 491 cfs 11 7481 cfs 0.2574 cfs 5 838 cfs 1.26 3502.800 cf 11 676 cfs 11 9334 cfs 0.2574 cfs 5931 cfs 1.28 3558400 cf 11 861 cfs 12.1187 cfs 0.2574 cfs 6023 cfs 1 3 3614000 cf 12047 cfs 12.3041 cfs 0.2574 cfs 6116 cfs 1 32 3669600 cf 12.232 cfs 12.4894 cfs 0.2574 cfs 6.209 cfs 1 34 3725.200 cf 12.417 cfs 12.6747 cfs 0.2574 cfs 6301 cfs 1 36 3780800 cf 12.603 cfs 12.8601 cfs 0.2574 cfs 6394 cfs 1 38 3836400 cf 12.788 cfs 130454 cfs 0.2574 cfs 6487 cfs 1 4 3892.000 cf 12.973 cfs 13.2307 cfs 0.2574 cfs 6579 cfs 1 42 3947600 cf 13159 cfs 134161 cfs 0.2574 cfs 6672 cfs 1 44 4003.200 cf 13344 cfs 136014 cfs 0.2574 cfs 6765 cfs 1 46 4058800 cf 13529 cfs 137867 cfs 0.2574 cfs 6857cfs 148 4114400cf 13715cfs 139721cfs 0.2574cfs 6950 cfs 1 5 4170000 cf 13900 cfs 141574 cfs 0.2574 cfs 7043 cfs 1 52 4225600 cf 14085 cfs 143427 cfs 0.2574 cfs 7135 cfs 1 54 4281.200 cf 14.271 cfs 145281 cfs 0.2574 cfs 7.228 cfs 1 56 4336800 cf 14456 cfs 147134 cfs 0.2574 cfs 7321 cfs 1 58 4392.400 cf 14641 cfs 148987 cfs 0.2574 cfs 7413 cfsl 1 6 4448000 cfi 14827 cfs 150841 cfsl 0.2574 cfs 7506 cfs 1 621 4503600 cfl 15012 cfsl 15.2694 cfs 0.2574 cfs 7599 cfsi 1 641 4559.200 cfl 15197 cfsl 154547 cfs 0.2574 cfs 7691 cfs! 1 661 4614800 cf! 15383 cfs 156401 efs! 0.2574 cfs 7784 cfs! 1 681 4670400 cfl 15568 cfsl 158254 cfsi 0.2574 cfs 7877 cfsi 1 7! 4726000 cfl 15753 cfsl 160107 cfsl 0.2574 cfs 'f969ctsr 1 721 4781 600 efl 15939 cfsl 161961 cfsl 0.2574 cfs 8 062 cfsT~~ 741-483i~200 cfl 16124 cfs! 163814 efs[ 02574 cfs 8155 cfs! 1 761 4892.800 cfl 16309 cfs! 165667 cfsl 0.2574 cfs 8.247 cfsj--'---- 1 78!- 4948-~foo cfj-16 495 cfs! 167521 cfsi 0:2574 cfs 8340 cfsl 1 81 5004000 cf! 16680 cfsi 169374 cfsi 0.2574 cfs 1--.-..-....---------...-.-.-------..---..--.----..'-------.------,-. -. -----..--..-.--~!----._------ --.--.-----.--.-..-- .. 8433 cfsi 1 821 5059600 cf! 16865 cfsl 171227 cfs! 0.2574 cfs Stage/Storage Table Page 2 Stage _ Storage24 Hawks at Yelm S/dt h 5 2S/dt O+2S/dt 0 8 525 cfs 1 84 5115.200 cf 17051 efs 173081 efs 0.2574 efs 8618cfs 1 86 5170800 ef 17.236 cfs 17 4934 efs 0.2574 cfs 8 711 efs 1 88 5226 400 cf 17421 efs 17 6787 cfs 0.2574 cfs 8 803 cfs 1 91 5282.000 ef 17.607 cfs 178641 cfs 0.2574 cfs 8 896 cfs 1 92 5337 600 cf 17792 efs 18 0494 efs 0.2574 cfs 8 989 efs 1 941 5393.200 efl 17977 efsl 18.2347 cfs 0.2574 cfs 9 081 efs 1 96 5448 800 ef 18163 efs 18 4201 efs 0.2574 efs 9174 efs 1 98 5504 400 cf 18 348 efs 18 6054 efs 0.2574 efs 9.267 cfs 2 5560 000 cf 18533 efsl 18 7907 efs 0.2574 cfs 9 359 efs 2.02 5615 600 ef 18719 efs 18 9761 efs 0.2574 cfs 9 452 cfs 204 5671.200 ef 18904 cfs 191614 efs 0.2574 efs 9 545 cfs 2.06 5726 800 cf 19089 cfs 19 3467 efs 0.2574 efs 9637 cfs 2.08 5782.400 cfl 19.275 efs 195321 cfs 0.2574 efs 9 730 cfs 21 5838 000 cf 19460 efs 197174 efs 0.2574 efs 9 823 cfs 2.12 5893.600 ef 19645 cfs 19 9027 efs 0.2574 cfs 9915 efs 2.14 5949.200 ef 19831 efs 20 0881 efs 0.2574 efs 10008 efs 2.16 6004 800 ef 20016 efs 20.2734 efs 0.2574 cfs 10101 efs 2.18 6060 400 cf 20.201 efs 20 4587 cfs 0.2574 efs 10193 efs 2.2 6116000 ef 20 387 cfs 20 6441 cfs 0.2574 efs 10.286 efs 2.22 6171 600 cf 20 572 efs 20 8294 cfs 0.2574 cfs 10379 cfs 2.24 6227.200 cf 20 757 cfs 21 0147 efs 0.2574 cfs 10471 efs 2.26 6282.800 ef 20 943 cfs 21.2001 cfs 0.2574 cfs 10564 efs 2.28 6338 400 ef 21 128 cfs 21 3854 efs 0.2574 cfs 10 657 efs 2.3 6394 000 ef 21 313 efs 21 5707 cfs 0.2574 efs 10749 efs 2.32 6449 600 cf 21 499 efs 21 7561 efs 0.2574 cfs 10842 cfs 2.34 6505.200 ef 21.684 efs 21 9414 efs 0.2574 efs 10935 cfs 2.36 6560 800 ef 21 869 cfs 22.1267 efs 0.2574 efs 11 027 cfs 2.38 6616400 cf 22.055 cfs 22.3121 efs 0.2574 cfs 11 120 cfs 2.4 6672.000 cf 22.240 efs 22.4974 cfs 0.2574 efs 11.213 efs 2.42 6727 600 ef 22.425 efs 22.6827 efs 0.2574 efs 11 305 cfs 2.44 6783.200 cf 22.611 cfs 22.8681 cfs 0.2574 cfs 11 398 cfs 2.46 6838 800 cf 22.796 cfs 23 0534 cfs 0.2574 cfs 11 491 efs 2.48 6894 400 cf 22981 cfs 23.2387 efs 0.2574 cfs 11 583 cfs 25 6950 000 cf 23167 cfs 23 4241 cfs 0.2574 cfs 11 676 cfs 2.52 7005 600 cf 23 352 efs 23 6094 cfs 0.2574 cfs 11 769 cfs 2.54 7061.200 cf 23 537 cfs 23 7947 cfs 0.2574 cfs 11 861 cfs 2.56 7116 800 cf 23 723 cfs 23 9801 cfs 0.2574 cfs 11 954 cfs 2.58 7172 400 ef 23 908 cfs 24 1654 efs 0.2574 efs 12.047 cfs 2.6 7228 000 efl 24 093 efs I 24 3507 cfs 0.2574 cfs 12.139 efs 262 7283 600 cf 24.279 efs I 24 5361 efs 0.2574 cfs 12.232 efs 264! 7339.200 efl 24464 efs 247214 efsl 0.2574 efs 12325 cfsl 266! 7394800 cfl 24 649 cfs i 24 9067 cfsl 0.2574 cfs 12417 efsi 268 7450 400 cfl 24 835 cfs I 250921 cfsl 0.2574 cfs 12.510 cfsl ~I 7506000 cfl 25 020 cfs I _. 252774 cfsl 0.257~ 12 603 cfs i 272i 7561 600 cfl 25.205 efsj 254627 efsr-0.2574 cfs 12.695 efsi 2.74 7617.200 efi 25 391 cfs I 256481 cfs! 0.2574 cfs 12.788 cfs! 2.761 7672 800 cfL___J..? 576 _cfsL____ 258334 cfs! 0.2574 cfs 1--- 12881 cfs! 2.78 i 7728 400 cfl 25761 efs! 26 0187 efs! 0.2574 cfs 12.973 efsl 2.8: 7784000 cfl 25947 cfsi 26.2041 efsl 0.2574 cfs -,~--~-----t--_._-------~_._--~-~~------!--..-.__._------------~-~-----~--.........~.--__ 13066 efs! 2821 7839600 cf! 26132 cfs! 263894 efsl 02574 cfs Stage/Storage Table Page 3 Stage_Storage24 \' Hawks at Yelm S/dt h S 2S/dt O+2S/dt 0 13159 cfsl 2.84 7895.200 cf 26.317 cfs 265747 cfs 0.2574 cfs 13.251 cfsl 2.86 7950 800 cf 26 503 cfs 26 7601 cfs' 0.2574 cfs 13344 cfs 2.88 8006 400 cf 26 688 cfs 26 9454 cfs! 0.2574 cfs 13437 cfs 2.9 8062.000 cf 26 873 cfs' 271307 cfsl 0.2574 cfs 13529 cfs 2.92 8117600 cf 27 059 cfs 273161 cfs 0.2574 cfs 13622 cfs 2.941 8173.200 cf 27.244 cfs 275014 cfs 0.2574 cfs 13715 cfs 2.961 8228800 cf 27 429 cfs I 276867 cfs 0.2574 cfs 13807 cfs 2.98 8284 400 cf 27615 cfs 27 8721 cfs 0.2574 cfs 13 900 cfs 3 8340 000 cf 27 800 cfs 280574 cfs 0.2574 cfs Stage/Storage Table Page 4 Stage_ Storage24 Hawks at Yelm Unit Hydrograph 1.20 efs -Inflow - Outflow 1 00 efs o 80 efs en LL 0 60 efs (,J OAOefs 0.20 efs o 00 efs o Min 200 Min 400 Min 600 Min 800 Min 1000 Min 1200 Min 1400 Min 1600 Min Min Trench Water Elevation 1.25 0.75 0.5 0.25 0 0 '" (.0) A c.n Ol .." 0> <0 ~ ~ ~ ~ 0 0 0 8 0 0 0 0 0 0 ~ '" (.0) A 0 0 0 0 0 0 0 0 0 0 0 0 0 S. ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 0 0 S' S. S. 5' 5. 5. 5. S. 5. ~ ~ ~ ~ ~ 1- Elevation I :;- S. 5. S. S' Time Water Elevation 24Hr_Graph / 1$ ) 11/ !rac\ \) ~ sE.R\JE.{1 fOR ruWRE }.AERC\~ USE \ \ / V/ " 27 3S' . N "('4 ':Po> p;~ I"") - ~ ~ 3' \ \ PO,vOt1: 2- ~1D ~ Sheet Flow to Street LENGTH 100 N 011 S P2 TC(MIN) 005 2.1 Gutter Flow to CB# 6 Length Dia. Slope Velocity TC(MIN) I.E Up 240 I E Down 12 % 3.0 Pipe Flow to CB# 5 Length Dia. Slope Velocity TC(MIN) I.E Up 39 I E. Down 12 0.20 % 2.6 Pipe Flow to CB# 4 Length Dia. Slope Velocity TC(MIN) I.E Up 182 I.E. Down 12 090 % 5.6 Pipe Flow to CB# 24 Length Dia Slope Velocity TC(MIN) I EUp 195 I E. Down 12 0.20 % 2.6 Pipe Flow to CB# 1 I E Up o 446064 2.859983 6.411592 Min 1.333333 Min 0.246346 Min 0541935 Min 1.231732 Min Length 39 I E. Down Dia. 12 Slope 0.20 % Velocity 2.6 TC(MIN) 0.246346 Min Pipe Flow to Pond I EUp Length 30 I.E. Down Dia. 12 Slope 0.20 % Velocity 2.6 TC(MIN) o 189497 Min TOTAL TC 10.20078 Min . r1> \~~ ~ ~ L\ ~. ~ ~ I I..-"- 46 ~ --- <.\ ~ ~ r~ ~ - ~ ) --....J ~I i.........' ~ ,~ ~ ~ ft .'0\ 23 ~.(jS ; .-'''---_.....----~......~...-~ ;J':;f'i:,j; ~~~ ~; ;;; if; ?:' ~ ;::. .~~ 1""'" ~,~ r."t ~ .~'lit ,,-,t ::'~ N ';1 iN i A11'~ i ,,l.. i I J tl'- 4 (" "'-/"'-" . I ) , I -f.-i' .", j 1\' 7-' '''' . (",,' ,,...-' ~)/yJ~j J I , . '"/ --' . ,- .' v E_! f_.' , .- LL.-.t-.----.'---,-l----.-.---------------~.--..,-_____,--- i I I i J I l , I i i 1 I 1 1 , I , ; 1 j 1 <\ t Q~"-t~C /c. i) -~ ,I L '- I j^ i"~ f- Ir-' t:h. ~ ! . "[" 'td..c::'J. .# , ! ''") / , [)'...~ 't" r' ~!i/.~J l,-,.~" .:,:'f'<: Ul' "c7<J , ~ 2007[)o -1\ j) C,..,,(l /J (\ L- I o C.<;-;d .;.~,....f, ! / ; I ;e- I I- 6 ~- ~/ \ C:; /~. \ fi' _', /' f... f-. ,",,! '1.. I /'"'1 -\.../ , i ._' l \ \ ! JOY. 50 OS ) 1\ 1~ E,4 v .~" ' I L-t\V w ,L.. t=" -N I f) .c U I Vf.-. ~~ Co(l1 /11 5'/r {f..- CP J i\ c7/) \-/'{..,,/ 7 -...... - 1<5 _si7:J. / GfJ --j () C:J ~ , 2- ~ J 2.-0 {) SF /') t ) ~::\ t.~: c:: { ~,~~ /1 ~ ---- /.-j ..,"~ , /' \. i ..-.- ',1 -' jl ~--' --. -- "" '<;~i../ ../ / () C-J (::::) 2 ~ , ~~;.......- (~I ... - r.".-I:J (..r) .....2.::, ......... /,j V', __) ,:_1 __~~{ ,:;-. ,j; J A rr:Ar t I, Jr' i r /"" J I~ ,/ /' r _' J ~ .;..;.-" ':I- X (' , 1...-- 1'1) "..l._ ;j ,.....;?-j' } , . . ~ --/-/ ~.~ C--<::' "l L, o vU < 1-'0 A I', -;- " - ,t' j--- .( ! " J,.--r \ -L /, 11r') < '1 P "-l / i '\ -t 2e-+--S) / -z: C7I ou , --'I J -z: OJ II 0.-1 /\ J J_) U .1 ('-" /fJ /, 2.2. J '2:, l) /) I.J 1.../. ;./ ":) i !/ l V r;, {": {J 6 f J... r-/; , ,L- Hawks at Yelm Area L ~ Pt 4.1 In dt 10 Mill. Tc 12 Min _._--~--~------- -.--.----- Pervious Area 4.860 Acre eN 68.0 8 4.7058824 0.28 0.94118 -----,-_._,-----------~-----~---- Impervious Area 1.220 Acre eN 98.0 S 0.2040816 0.28 0.04082 n_-~~--F -- !-()-t-f.\l-~!.~~--L------------ 6.080 Acre ---------------- ------- -- I I Time I Max Flow Total Runoff Volume 39499 CF 480 Mill. 2.188 CFS =-===:~~~~--F~~- Pervious Area Impervious Area ---------1- Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instant DesiQn ~------ .__._...._---.-----~-- -..,.-- Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate -------- --------- f--- ---~_._------ o 000 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 cis o 00 cfs o Min o 0000 in ----~.__.~~ --------.-- f----------- o 016 in o 000 in o 000 in 0.000 in o 000 in 10 Min 00164 in o 000 in o 00 cfs o 00 cfs --'---'--- 00164 in o 033 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 cfs o 00 cfs 20 Min ----~._------~ ---.-.-----. o 049 in 0.000 in o 000 in o 000 in o 000 in o 000 in 30 Min 00164 in o 00 cfs o 00 cfs -------------~.-t--------- f---- o 066 in o 000 in o 000 in o 003 in o 002 in o 000 in o 02 cfs o 01 cfs _________4.Q Min L___~ 61~ 50 Mini 00164 in o 082 in o 000 in 0.000 in o 007 in o 004 in o 001 in o 03 cfs o 02 cfs '-- '---SOMl--00164 in 1--- o 098 in 0.000 in o 000 in 0013 in o 006 in o 001 in 0.04 cfs 0.03 cfs ----------._--- o 000 in o 000 in o 020 in o 007 in ---------~~-~~ ---- ~ ~~~: :~ o 115 in 0001 in o 05 cfs o 04 cfs o 131 in o 000 in o 000 in 0.028 in o 008 in o 002 in o 06 cfs o 05 cfs ~--~--~---~_._- ------~- o 148 in o 000 in o 000 in 0.037 in o 009 in o 002 in 0.07 cfs 90 Min 00164 in o 06 cfs --~----------_.- o 164 in o 000 in o 000 in o 046 in 0.010 in o 002 in o 07 cfs 0.06 cfs 100 Min 00164 in m ..--l~ 110 Min 00205 in o 185 in o 000 in o 000 in o 059 in 0013 in 0.003 in 010 cfs o 08 cfs -~=~=---~-;~-~I~ -~~~ ~~~}~ 0.205 in o 000 in o 000 in o 073 in 0014 in o 003 in 010 cfs o 09 cfs 0.226 in o 000 in o 000 in o 088 in 0015 in o 003 in 011 cfs 0.10 cfs -----------. 0.246 in o 000 in o 000 in o 1 03 in 0015 in o 003 in 011 cfs 140 Min 0 0205 in o 10 cfs -~--_._-----.- ~-- 0.267 in o 000 in o 000 in o 119 in 0016 in o 003 in 150 Min 0 0205 in 012 cfs 011cfs 1------.------------ .----.---- 0.287 in o 000 in o 000 in o 135 in o 003 in 160 Min o 0205 in 0016 in 012 cfs 011 cfs .-.__.___0_.____--- ------.. 0.000 in o 154 in 170 Min o 0246 in o 312 in o 000 in o 020 in o 004 in 015 cfs 012 cfs -----. -------- -- o 336 in o 000 in o 000 in 0175 in 1 80 Min o 0246 in o 020 in o 004 in 015 cfs o 14 cfs 1-------- 190 Min o 0246 in 0361 in o 000 in o 000 in o 195 in o 021 in o 004 in 015 cfs o 15 cfs -+-~- o 0246 in o 385 in o 000 in o 000 in 0.216 in 200 Min o 021 in o 004 in 016 cfs o 15 cfs ------------- -~-- 210 Min 0.0246 in o 41 0 in o 000 in o 000 in 0.238 in o 021 in o 004 in o 16 cfs o 15 cfs --------.- -__.__0- 220 Min o 0246 in o 435 in o 000 in o 000 in 0.259 in o 022 in o 004 in 016 cfs o 16 cfs ----- 230 Min o 0287 in o 463 in o 000 in o 000 in 0.285 in o 026 in 019 cfs o 005 in 017 cfs -..----- --~----- o 492 in o 000 in 0311 in 240 Min o 0287 in o 000 in o 026 in o 005 in 019 cfs 018 cfs [---.---------- ---------- o 521 in 0.000 in o 000 in o 337 in o 026 in o 005 in o 19 cfs 019 cfs 250 Min 00287 in! ----------"- o 549 in o 000 in o 000 in o 363 in o 026 in 019 cfs 260 Min o 0287 in 0.005 in 019 cfs _0._- --~- o 578 in o 000 in o 000 in o 389 in 019 cis 270 Min o 0287 in 0.026 in o 005 in 0.20 cfs ..------..---- -~.~--- o 607 in o 000 in o 000 in 0416 in 280 Min o 0287 in o 027 in o 005 in 0.20 cfs 019 cfs ------ -------- o 640 in o 000 in o 000 in o 447 in o 006 in 290 Min o 0336 in 0031 in 0.23 cfs 0.21 cfs Accumulated Rainfall Page 1 24Hr Hawks at Yelm ! I Pervious Area Impervious Area =~= ~j~ioo;)~trI~;;~~t~~f~ial~lated Accumulated Incremental Accumulated Incremental Total Instant Desian Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate o 674 in o 000 in o 000 in 0479 in o 032 in o 006 in 0.23 cfs 0.22 cfs ,. -'-~-_._-~--'-""'-----~--'-'~-r---~--_.~---- . o 708 in o 000 in o 000 in 0511 in o 032 in o 006 in 0.23 cfs 0.23 cfs 310 Mini 00336 in .~_.__..-....__._- "'-r'---.'-'--..'--' 320 Mio 0 0336 10~ o 741 in o 000 in o 000 in o 542 in o 032 in o 006 in 0.24 cfs 0.23 cfs ----_._~~- -_.._-_.-----,---- -~~------- ..... ......~.. m~~~..~!~i:~,- 0775 in o 000 in o 000 in 0574 in o 032 in o 006 in 0.24 cfs 0.23 cfs o 809 in o 000 in o 000 in o 606 in o 032 in o 006 in 0.24 cfs 0.24 cfs -- o 847 in o 000 in o 000 in o 644 in o 037 in o 007 in 0.28 cfs 0.25 cfs ~._-------.~---_._--_._, -~--_.~- o 000 in .. .. .~~~.~:~ .+~~~%:~ o 886 in o 000 in 0681 in o 037 in o 008 in 0.28 cfs 0.26 cfs o 925 in o 000 in o 000 in 0719in o 038 in o 008 in 0.28 cfs 0.27 cfs _._---_._-~-_.__._----_._-- ----,--------~ 380 Min 0 0390 in o 964 in o 000 in o 000 in 0756 in o 038 in o 008 in 0.28 cfs 0.28 cfs ===~=:~~2:~i~I=--=:Q-03~..Q:in 1 003 in o 001 in o 001 in o 794 in o 038 in o 008 in o 30 cfs 0.28 cfs .._~ :.~&~:-~~;:~ :~ 1 042 in o 002 in 0001 in o 832 in o 038 in 0.009 in o 32 cfs o 30 cfs 1 097 in o 005 in o 003 in o 885 in o 053 in 0013 in o 48 cfs o 36 cfs =:.-=iii~~t~iil~. 1 152 in o 009 in o 004 in o 939 in o 054 in o 014 in o 51 cfs o 44 cfs 1.207 in 0014 in o 005 in o 993 in o 054 in 0015 in o 55 cfs o 49 cfs 1.281 in o 023 in o 009 in 1 065 in o 072 in o 021 in o 79 cfs o 60 cfs 1 355 in o 033 in o 011 in 1 137 in o 072 in o 023 in o 84 cfs o 73 cfs ... . ...-- 460 Min[....O 139f 1 494 in o 058 in o 025 in 1.274 in o 137 in o 047 in 1 74 cfs 1 06 cfs .-. ..47OMil..0.2214 10 1 715 in o 109 in 0051 in 1 493 in 0.218 in o 085 in 3.12 cfs 1 86 cfs ._-~-+---_._------._--- ~--~-- 0140 in ..._._.....__~~9~~..__Q. 11 O?J~ _ 1 826 in o 031 in 1 602 in o 1 09 in o 046 in 1 71 cfs 2.19 cfs --------g~-~.~:~ ..-- ~6H~~~r 1 900 in o 162 in o 022 in 1 675 in o 073 in o 032 in 1 19 cfs 1 75 cfs 1 955 in o 180 in 0017 in 1 730 in o 054 in o 025 in o 91 cfs 1 34 cfs -------------..----- -~--~--- ____._.__~lQ.~~l__...J?_~~~J.r1.e_- 2.010 in o 198 in 0018 in 1 784 in o 054 in o 025 in o 93 cfs 1 10 cfs _.~._.___J~Q~l~L..-- 0 O~.~.~..in 2 065 in 0.217 in o 019 in 1 839 in o 054 in o 026 in o 95 cfs 1 01 cfs 530 Mi] 0 0361 in 2.101 in 0.229 in o 013 in 1 874 in o 036 in 0017 in o 64 cfs o 88 cfs -----+-------- ------~~-- .-~-.-_i1~~f~.I.-...-~ ~j~~ +~~ 2.137 in 0.242 in 0013 in 1 910 in o 036 in 0018 in o 65 cfs o 74 cfs 2.173 in 0.256 in 0013 in 1 946 in o 036 in 0018 in o 65 cfs o 69 cfs ------560M''i-00361 in 2.209 in 0.269 in 0014 in 1 982 in o 036 in 0018 in o 66 cfs o 67 cfs __ .._._._...__j________...._e--. 570 Min 0 0361 in 2.245 in 0.283 in 0014 in 2.018 in o 036 in 0018 in o 67 cfs o 67 cfs ..=::.::.:.s""",f"F::O o~~ 2.281 in 0.297 in 0014 in 2.053 in o 036 in 0018 in o 68 cfs o 67 cfs 2,317 in o 311 in 0014 in 2.089 in o 036 in 0019in o 69 cfs o 68 cfs --_.'-""-~-b~~f~I.-- ~ -~j~~ :~ -. 2.353 in o 326 in o 015 in 2.125 in o 036 in 0019 in o 69 cfs o 69 cfs --"-"---6'fOMin ---6--6'3611ill 2.389 in o 341 in o 015 in 2.161 in o 036 in 0019 in o 70 cfs o 69 cfs ._----~-~--------- == ~ ~j~tml 620 Min 2.426 in o 356 in 0015 in 2.197 in o 036 in 0019 in o 71 cfs 0.70 cfs --------------------- o 371 in 0015in 630 Min 2.462 in 2.233 in o 036 in 0.019 in o 72 cfs 071 cfs -.------.-.......--..,-..- 2.498 in o 387 in o 016 in 2.268 in o 036 in o 020 in o 72 cfs o 71 cfs ______.~'!2 Mi'2l . 00361 in 650 Min I 0 0295 in 2,527 in o 400 in 0013 in 2.298 in o 029 in o 016 in o 60 cfs o 68 cfs ---- 660 -Minr- 002951" 2.557 in o 413 in 0013 in 2.327 in o 029 in 0016 in o 60 cfs o 63 cfs ---67-0 Minj--0-029-51n 2.586 in o 426 in o 013 in 2,357 in o 029 in 0016 in 061 cfs o 62 cfs ........-..-.-----.......-.-__---..1 680 Min I o 0295 in 2.616 in o 440 in o 013 in 2.386 in o 029 in 0017 in o 61 cfs 061 cfs ~ '!;f. Accumulated Rainfall Page 2 24Hr .--..-.-..--....-........!-~--.--.--.-l--. ---..--Time------f' ~~*~~tion- '~~~~f~lated ._--_._---~--^-,----_. -----~-~.- 690 Min 0 0295 in .._"-~-_._-_._-_.~_._-_.- .------------ 700 Min 0 0295 in -.----.710-MTri-~-00295in -.--------.-------- --------~--- 720 Min 0 0295 in ---.------.------1-. 730 Min 0 0295 in -_._-~-----_._- -------- 740 Min 0 0295 in ----------~--------- ----~----- 750 Min 00295 in ---'.'--Y60-Mi'i1r--00295in .~. ~: m~~r::--=g ~~~::~~ . .. ....--.-.----.--.f-----..----- ------_._._-~~~-~~I-.---~ ~;;:~~ - .------81-0-Mii1r---- 0 02"341[1 I =-==.~~==-~~~~~.~~F-~~;~1 ~=====~40--:~C1[=_io?341~ .----.--~-?Q},.,l~[___O.Jl_~..i..i~1 _____.__~~O Mi!1L__ 0 0234 i~r -----------~-. 6-~~H..~-~~ ~;;: :~I ----.S90-Minr--00205 in- - ----------900.Min!--.O 0205 in ='======_s:.1o-Minl=~L0205 i~~ 920 Min I 0 0205 in .------930 Min[--b-oiQ5-in ======_~1(L~E[-=_. 0 0205 i~t-- 950 Min: 0 0205 in . .. 960 MiT...0-0205 in ---.--------.--.-.- ---~. 970 Min 0 0205 in ------~-~-~- ---- - 980 Min 0 0205 in ~.._-------_. ----~ 990 Min 0 0205 in .. ~. . fooD Min I .00205 in ~._-_._~----_._--~--- 1010 Min 00164 in ---------- --- 1020 Min 00164 in ------.--.--..-.---.r----.-.--.f-. __.__1.0}Q~~1___ 0 01 ~'!J~ -'---.'-+6~-'~:~l.--b ~}~: :~ '-----f66oMIi1r--00164ii1f- ----.-107oMinj--00164Tn,- Accumulated Rainfall 2.645 in 2,675 in 2.704 in - 2,734 in - 2.763 in - 2.793 in 2.822 in - 2.852 in - 2.875 in - 2.899 in - 2.922 in - 2.945 in - 2.969 in 2.992 in 3.016 in 3 039 in 3.062 in 3 086 in 3 109 in 3 132 in 3 153 in 3173 in 3 194 in 3.214 in 3.235 in 3.255 in 3.276 in 3.296 in 3.317 in 3 337 in 3 358 in 3.378 in 3 395 in 3.411 in 3 428 in 3.444 in 3 460 in 3 477 in 3.493 in Hawks at Yelm Pervious Area Impervious Area Accumulated Incremental Accumulated Incremental Total Runoff Runoff Runoff Runoff Runoff 0453in 0014in 2.415 in o 029 in 0467 in 0014 in 2.445 in 0029 in 0481 in 0014 in 2.474 in 0029 in 0495 in 0014 in 2.503 in 0029 in 0509 in 0014 in 2.533 in 0029 in 0523 in 0.014 in 2.562 in 0029 in 0537 in 0.014 in 2.591 in 0029 in 0552 in 0015 in 2.621 in 0029 in 0563 in 0012 in 2.644 in 0023 in 0.575 in 0012 in 2.667 in 0023 in 0587 in 0012 in 2.691 in 0023 in 0599 in 0012 in 2.714 in 0023 in 0611 in 0012 in 2.737 in 0023 in 0623 in 0.012 in 2.760 in 0023 in 0635 in 0.012 in 2.784 in 0023 in 0647 in 0 012 in 2.807 in 0023 in 0659 in 0012 in 2.830 in 0023 in 0671 in 0012 in 2.854 in 0023 in o 684 in 0 012 in 2.877 in 0 023 in 0696 in 0012 in 2.900 in 0023 in 0707 in 0011 in 2.921 in 0 020 in 0718in 0011in 2.941 in o 020 in 0729 in 0011 in 2.961 in 0020 in 0740 in 0011 in 2.982 in 0020 in 0752 in 0011 in 3.002 in 0020 in 0763 in 0011 in 3023 in 0020 in 0774 in 0011in 3043in 0020in o 786 in 0 011 in 3 064 in 0 020 in 0797 in 0011 in 3084 in 0020 in o 808 in 0 011 in 3 104 in 0020 in 0820in 0012in 3125in o 020 in 0832 in 0012 in 3.145 in 0020 in 0841 in 0009 in 3.162 in 0016 in 0850 in 0009 in 3.178 in 0016 in o 860 in o 009 in 3194in 0016in 0869 in 0009 in 3.211 in 0016 in 0878 in 0009 in 3.227 in 0016 in 0888 in 0009 in 3.243 in 0016 in 0897 in 0009 in 3.260 in 0016 in Page 3 Instant Design Flovvrate Flovvrate 0017 in 061 cfs 061 cfs -- 0017 in 062 cfs 061 cfs o 017 in 0 62 cfs 0 62 cfs o 017 in 0 63 cfs 0.62 cfs 0017in 063cfs 063cfs 0017 in 064 cfs 063 cfs 0017in 064cfs 063cfs o 018 in 0 64 cfs 0.64 cfs 0014in 051cfs 060cfs 0014in 051cfs o 55cfs 0014in o 52cfs o 53cfs o 014 in 0 52 cfs 0 52 cfs 0014in o 52cfs o 52cfs 0014in o 52cfs o 52cfs o 014 in 0 53 cfs 0 52 cfs '-. 0014 in 0.53 cfs 053 cfs 0014in o 53cfs o 53cfs 0015in 053cfs o 53cfs o 015 in 0 54 cfs 0 53 cfs 0015in o 54cfs o 54cfs 0013in 047cfs o 52cfs o 013 in 0 48 cfs 0 49 cfs 0013in 048cfs o 48cfs o 013 in 0 48 cfs 0.48 cfs o 013 in 0.48 cfs 048 cfs 0013in 048cfs 048cfs o 013 in 0 48 cfs 0 48 cfs o 013 in 0 49 cfs 0 48 cfs 0013 in 049 cfs 0.48 cfs 0013in 049cfs o 49cfs 0013in 049cfs 049cfs 0013in 049cfs o 49cfs 0011in o 39cfs 046cfs 0.011 in 0.40 cfs 042 cfs o 011 in 0 40 cfs 0 41 cfs o 011 in 0 40 cfs 0 40 cfs o 011 in 040 cfs 0 40 cfs --~. 0011 in 040 cfs 0.40 cfs 0011 in 040 cfs 040 cfs 24Hr Hawks at Yelm Pervious Area Impervious Area ._.._--"--_._._~-----.-~~- Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instant Design ---_.~._-~._---- Time Q~Yib.!.lti()i!_ Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate -----.-...-....----- 1080 Min 00164 in 3510 in o 907 in 0010 in 3.276 in 0016 in o 011 in o 40 cfs o 40 cfs --~-------~---_.__. 3 526 in 0916 in 0010 in 3.292 in o 40 cfs o 40 cfs 1090 Min 00164 in o 016 in 0011 in ------------_.-~-_.- _._-~----~~ o 40 cfs 1100 Min 00164 in 3.542 in 0.926 in o 010 in 3 309 in 0016 in o 011 in o 40 cfs .~1116Ml-00164 m 3 559 in o 936 in o 010 in 3 325 in 0016 in o 011 in o 40 cfs o 40 cfs _.._._____.......__ ______.._...__ 1---. 1120Min 00164in 3575 in o 945 in 0010 in 3.341 in 0016 in o 011 in o 40 cfs o 40 cfs ~.=--- !JfQ.~~ =--=:-O..Qf64Jrll 3.592 in o 955 in 0010in 3 358 in 0016 in 0011 in o 41 cfs o 40 cfs 1140Min 00164in 3 608 in o 965 in o 010 in 3.374 in 0016 in o 011 in 041 cfs o 40 cfs -..---------,------.,.----.-.- --~--- 3 624 in 1150 Min 00164 in 0974 in 0010 in 3.390 in 0016 in 0011 in o 41 cfs 041 cfs ~--,i 60Min~-- 0 0164 i" 3 641 in o 984 in o 010 in 3 407 in 0.016 in o 011 in 04.\ cfs 041 cfs ------..-.-----.--.----- .-------.--- 3 657 in o 994 in o 010 in 3 423 in 0016 in 041 cfs 1170 Min 00164 in o 011 in 041 cfs .----118C1Min -.- 00164 in! 3 674 in 1 004 in 0010 in 3 440 in 0016 in o 011 in 041 cfs 041 cfs ---.-....-------............. \....-----.... .....----- ~1~~-~1~---~-~~~-::~ 3 690 in 1 014 in 0010 in 3 456 in o 016 in 0011 in 041 cfs 041 cfs 3 706 in 1 023 in o 010 in 3 472 in 0016in o 011 in 041 cfs o 41 cfs ---------------~-_.- ----- 3.723 in 1 033 in o 010 in 3 489 in 0016 in 041 cfs 1210 M~ 001641" o 011 in 041 cfs .--"-----~ ----~-------------- ~-~tii~~.~...~-.~.ij!; ~. 3 739 in 1 043 in 0010 in 3.505 in 0016 in 0011 in 041 cfs 041 cfs 3 756 in 1 053 in o 010 in 3 521 in 0.016 in 0011 in 041 cfs 041 cfs 3 772 in 1 063 in o 010 in 3 538 in 0016 in o 011 in 041 cfs 041 cfs 3 788 in 1 073 in 0010in 3.554 in 0016 in o 011 in o 42 cfs 041 cfs ------1260Minr--.-.-00164 i~ 3 805 in 1 083 in o 010 in 3 570 in o 016 in o 011 in 0.42 cfs o 42 cfs .~--~_.._---~---- ------------- 3 821 in 1 093 in o 010 in 3.587 in 0016 in o 011 in o 42 cfs 0.42 cfs 1270 Min 00164 in --.....-..---.-...--..-----.. ___.__ 128_CL~~. __...9_0 1~~..f:1L.. 3 838 in 1 1 04 in 0010 in 3.603 in 0016 in o 011 in o 42 cfs 0.42 cfs ___.... 1292__~~_1-__ 0 0164 in 3 854 in 1 114 in 0010 in 3619 in 0016 in 0011 in o 42 cfs o 42 cfs 1300 Min 00164 in 3 870 in 1 124 in 0010 in 3.636 in 0016 in 0011 in o 42 cfs o 42 cfs .----------_._-----~ ~~------ 3 887 in 1 134 in o 010 in o 42 cfs o 42 cfs 1310 Min 00164 in 3.652 in o 016 in 0011 in --~~-------- ------ 3 903 in 1 144 in 0010 in 3.669 in 0.42 cfs 1320Min 00164in 0016 in o 011 in o 42 cfs -------~- o 42 cfs 1330 Min 00164 in 3.920 in 1 154 in 0010 in 3.685 in 0016 in 0011 in o 42 cfs =~~=J]!fQ. Mi~I__ 0 0164 ir1 3 936 in 1 165 in 0010 in 3 701 in o 016 in o 011 in 0.42 cfs 0.42 cfs ---~?.Q.~JT 0 0164 in _ 3 952 in 1 175 in o 010 in 3718 in o 016 in 0012 in o 42 cfs o 42 cfs 1360 Mi" 0 0164 il~ 3 969 in 1 185 in o 010 in 3 734 in 0016 in 0012 in 0.42 cfs o 42 cfs ---13'70Mi"r---O 01641" 3 985 in 1 196 in 0010 in 3.750 in 0016 in 0012 in o 42 cfs o 42 cfs ------~-----.-- ---~-- 4 002 in 1.206 in o 010 in 3 767 in o 43 cfs o 42 cfs -.--- ~~~6-~f~T~-~ ~~~: ~. 0016 in 0012 in 4 018 in 1.216in o 010 in 3 783 in 0.016 in 0012 in o 43 cfs o 43 cfs --.------l-------- ___1~Q9_~~ _J>..Q.1~~Jn i 4 034 in 1.227 in 0010 in 3 799 in 0016 in 0012 in o 43 cfs 0.43 cfs 1410 Min 00164 in 4 051 in 1.237 in 0010in 3.816 in 0016 in 0012 in 0.43 cfs o 43 cfs =-=_. !i?o Min 1._.0 <D..Ei~~ 4 067 in 1.248 in o 010 in 3 832 in 0016 in 0012 in 0.43 cfs o 43 cfs 1430 Min 00164 in 4 084 in 1.258 in o 010 in 3 849 in 0016 in 0012 in o 43 cfs o 43 cfs ---~40 Min 1-- 00164 inl 4 1 00 in 1.269 in 0011 in 3 865 in 0016 in 0012 in o 43 cfs o 43 cfs Accumulated Rainfall Page 4 24Hr Hawks at Yelm Stage/Storage Trench Width 500ft f 4000 in/Hr Trench Lenath 1 00 0 ft H 40ft fd 9 26E-5 fUsec As 500000 SF Effective Area 1 I I S/dt h S 2S/dt O+2S/dt 0 o 000 efs 0 o 000 ef o 000 cfs o 4630 efs o 4630 cfs 0167 efs 002 100000 ef 0.333 efs o 7963 efs o 4630 efs o 333 efs 004 200 000 ef o 667 efs 1 1296 efs o 4630 cfs o 500 cfs 006 300 000 ef 1 000 efs 1 4630 cfs o 4630 efs o 667 efs 008 400 000 ef 1 333 efs 1 7963 cfs o 4630 cfs o 833 efs 01 500 000 ef 1 667 efs 2.1296 efs 0.4630 efs 1 000 efs 012 600 000 ef 2.000 cfs 2.4630 efs o 4630 efs 1 167 efs 014 700 000 ef 2 333 efs 2.7963 efs o 4630 efs 1 333 efs 016 800 000 ef 2.667 efs 3 1296 efs o 4630 efs 1 500 efs 018 900 000 ef 3 000 efs 3 4630 efs o 4630 efs 1 667 efs 0.2 1000 000 ef 3 333 efs 3 7963 cfs o 4630 efs 1 833 efs 0.22 1100 000 cf 3 667 efs 4 1296 efs o 4630 efs 2.000 efs 0.24 1200 000 ef 4 000 efs 4 4630 efs o 4630 cfs 2.167 efs 0.26 1300 000 ef 4 333 efs 4 7963 efs o 4630 efs 2.333 efs 0.28 1400 000 cf 4 667 efs 51296 efs o 4630 efs 2.500 efs 03 1500 000 ef 5 000 efs 5 4630 efs o 4630 efs 2.667 efs 032 1600 000 ef 5 333 efs 5 7963 efs o 4630 cfs 2.833 efs 034 1700 000 cf 5 667 cfs 61296 efs o 4630 efs 3 000 efs 036 1800 000 ef 6 000 cfs 6 4630 efs o 4630 efs 3 167 efs 038 1900 000 ef 6 333 efs 6 7963 cfs o 4630 efs 3 333 efs 04 2000 000 cf 6 667 efs 71296 efs o 4630 cfs 3 500 efs 042 2100000 cf 7 000 cfs 7 4630 efs o 4630 efs 3.667 efs 044 2200 000 ef 7 333 efs 7 7963 cfs o 4630 efs 3 833 cfs 046 2300 000 cf 7 667 efs 81296 efs o 4630 efs 4 000 efs 048 2400 000 ef 8 000 efs 8 4630 efs o 4630 efs 4 167 efs 05 2500 000 ef 8 333 efs 8 7963 efs o 4630 efs 4 333 cfs 052 2600 000 cf 8 667 efs 9 1296 efs o 4630 cfs 4 500 efs 054 2700 000 ef 9 000 efs 9 4630 cfs o 4630 efs 4 667 efs 056 2800 000 ef 9 333 cfs 9 7963 cfs o 4630 cfs 4 833 cfs 058 2900 000 cf 9667 cfs 101296 cfs o 4630 cfs 5 000 efs 06 3000 000 cf 1 0 000 efs 10 4630 efs o 4630 efs 5167 cfsl 062 3100000 cf 10333 efs 107963 cfs! o 4630 cfs 5333 efsl 0641 3200000 cfl 10667 efs 11 1296 cfs o 4630 efs 5 500 efs o 66! 3300 000 ef 11 000 efsl 11 4630 efs o 4630 cfs 5667 efsl 0681 3400 000 ef 11 333 efs! 11 7963 efs o 4630 efs 5833 cfsl o 7! 3500000 cfl 11 667 efst 12.1296 efs o 4630 efs 6000 efs! o 72! 3600000 cfl 12.000 cfsi 124630 efs! o 4630 cfs 6167 cfsl o 74! 3700 000 efl 12.333 cfsl 12.7963 cfsl o 4630 cfs f---- 6333 efsl o 76i 3800 000 ~ 12.667 efsl 131296 cfsl 04630 efs ------~-- ~- 6500 efsl o 78l 3900 000 cf! 13000 efsL 13 4630 efs I 0 4630 efs 6667 efsl o 81 4000 000 efl 13 333 efs! 137963 efsl o 463_~ - , 6833 efs! 0821 4100000 cfl 13 667 cfs! 141296 cfsi o 4630 efs Stage/Storage Table Page 1 Stage_ Storage24 Hawks at Yelm S/dt h S 2S1dt O+2S/dt 0 7 000 efs 084 4200 000 ef 14000 efs 14 4630 efs o 4630 cfs 7 167 efs 086 4300 000 ef 14333 efs 14 7963 cfs o 4630 cfs 7 333 efs 088 4400 000 ef 14667 efs 151296 efs o 4630 efs 7 500 efs 09 4500 000 cf 15000 efs 15 4630 efs o 4630 efs 7 667 efs 092 4600 000 ef 15333 efs 15 7963 cfs o 4630 efs 7 833 efs 094 4700000 ef 15667 cfs 161296 cfs o 4630 efs 8 000 efs 096 4800 000 ef 16000 efs 16 4630 efs o 4630 efs 8167 efs 098 4900 000 ef 16333 efs 16.7963 efs o 4630 efs 8 333 cfs 1 5000 000 ef 16667 efs 171296 efs o 4630 efs 8 500 efs 1 02 5100000 ef 17000 efs 17 4630 cfs o 4630 efs 8 667 efs 104 5200 000 ef 17333 efs 17 7963 cfs o 4630 efs 8 833 efs 1 06 5300 000 cf 17667 efs 18.1296efs o 4630 cfs 9 000 efs 1 08 5400.000 cf 18000 efs 18 4630 efs o 4630 efs 9 167 efs 1 1 5500 000 ef 18333 efs 18 7963 efs o 4630 cfs 9 333 efs 1 12 5600000 ef 18667 cfs 191296 efs o 4630 efs 9 500 efs 1 14 5700 000 ef 19000 efs 19 4630 cfs o 4630 efs 9667 efs 116 5800 000 cf 19333 efs 19 7963 efs o 4630 efs 9 833 efs 1 18 5900 000 ef 19667 efs 20 1296 efs o 4630 efs 10000 efs 1.2 6000 000 ef 20 000 cfs 20 4630 efs o 4630 efs 10.167cfs 1.22 6100000 ef 20.333 cfs 20 7963 cfs o 4630 efs 10333 efs 1.24 6200 000 cf 20 667 efs 21 1296 cfs o 4630 cfs 10500 efs 1.26 6300 000 cf 21 000 efs 21 4630 efs o 4630 efs 10667 cfs 1.28 6400 000 cf 21 333 efs 21 7963 efs o 4630 cfs 10833 efs 1 3 6500 000 ef 21 667 cfs 22.1296 efs o 4630 cfs 11 000 efs 1 32 6600 000 ef 22.000 efs 22.4630 efs o 4630 efs 11167efs 1 34 6700 000 ef 22.333 cfs 22.7963 cfs o 4630 efs 11 333 efs 1 36 6800 000 ef 22.667 efs 23 1296 efs o 4630 cfs 11 500 efs 1 38 6900 000 ef 23 000 efs 23.4630 efs o 4630 efs 11 667 efs 14 7000 000 ef 23.333 efs 23 7963 efs o 4630 efs 11 833 efs 142 7100 000 ef 23 667 efs 24 1296 efs o 4630 efs 12.000 cfs 144 7200 000 ef 24 000 efs 24 4630 cfs o 4630 efs 12.167 efs 146 7300 000 ef 24 333 efs 24 7963 efs o 4630 efs 12.333 cfs 1 48 7400 000 cf 24 667 efs 25 1296 efs o 4630 efs 12.500 efs 1 5 7500000 cf 25 000 efs 25 4630 cfs o 4630 cfs 12.667 efs 1 52 7600 000 ef 25.333 efs 25 7963 cfs o 4630 efs 12.833 cfs 1 54 7700 000 ef 25.667 efs 26 1296 efs o 4630 cfs 13000 cfs 1 56 7800 000 ef 26 000 efs 26 4630 cfs o 4630 cfs 13167 cfs 1 58 7900 000 cf 26 333 efs 26 7963 efs o 4630 cfs 13333 efs 1 6 8000 000 ef 26 667 efs 27 1296 cfs o 4630 efs 1 3 500 cfs 162 8100 000 ef 27 000 cfs 27 4630 efs o 4630 cfs 13667 cfs 164 8200 000 ef 27 333 efs 27 7963 cfs o 4630 cfs 13 833 efs I 1 66 8300 000 ef I 27 667 cfs I 28 1296 cfs o 4630 cfs 14 000 cfsl 1 68 8400 000 cf 28 000 efs I 28 4630 cfs o 4630 cfs 14167 efs[ 1 71_8500000 efl 28 333 efs f 28 7963 cfs I o 4630 efs 14333 efs! 1 721 8600 000 efl 28667 efs, 29 1296 cfsl o 4630 cfs 14500 efsj 1 741 8700000 ef! 29 000 efs i 29 4630 efs I o 4630 cfs 14667 cfsj 1 761 8800 000 cfl 29 333 cfsL- 29 7963 efs i o 4630 efs --- 14833 efsl 1 78 i 8900 000 cfl 29667 cfsi 301296 efsl o 4630 efs 15000 ~fsl _-.L~j 900~ 000 cfl 30 000 cfs! 30 4630 cfs i o 4630 efs -I- 15167 cfs! 1 821 9100000 cfi 30 333 efs i 307963 cfsl o 4630 efs Stage/Storage Table Page 2 Stage _ Storage24 Hawks at Yelm S/dt h 5 2S/dt O+2S/dt 0 15333 cfs 184 9200 000 ef 30 667 cfs 31 1296 cfs o 4630 efs 15500 efs 186 9300 000 ef 31 000 efs 31 4630 efs o 4630 efs 15667 cfs 1 88 9400 000 ef 31 333 efs 31 7963 efs o 4630 efs 15833 efs 1 9 9500 000 ef 31 667 cfs 32.1296 cfs o 4630 cfs 16000 cfs 1 92 9600 000 cf 32.000 efs 32.4630 cfs o 4630 cfs 16167 efs 1 94 9700 000 cf 32.333 cfs 32.7963 efs o 4630 cfs 16.333 efs 196 9800 000 ef 32.667 efs 331296 cfsi o 4630 cfs 16500 efs 1 98 9900 000 ef 33 000 efs 33 4630 efs o 4630 efs 16667 efs 2 10000 000 ef 33 333 efs 33 7963 efs I o 4630 efs 16833 efs 202 10100000 ef 33 667 efs 34 1296 efs o 4630 efs 17000 cfs 2.04 10200 000 cf 34 000 efs 34 4630 cfs o 4630 efs 17167 efs 2.06 10300 000 ef 34 333 cfs 34 7963 cfs o 4630 efs 17333 cfs 2.08 10400 000 ef 34667 efs 35 1296 efs o 4630 cfs 17500 efs 2.1 10500 000 ef 35 000 efs 35 4630 efs o 4630 efs 17667efs 2.12 10600 000 ef 35 333 efs 35 7963 efs o 4630 efs 17833 efs 2.14 10700 000 ef 35 667 efs 36 1296 efs o 4630 efs 18000 efs 2.16 10800 000 ef 36 000 efs 36 4630 efs o 4630 efs 18167 cfs 2.18 10900 000 ef 36 333 cfs 36 7963 efs o 4630 cfs 18333 cfs 2.2 11000000 ef 36 667 efs 371296 efs o 4630 efs 18500 efs 2.22 111 00 000 ef 37 000 efs 374630 efs o 4630 cfs 18667 efs 2.24 11200000 ef 37 333 efs 37 7963 efs o 4630 cfs 18833 efs 2.26 11300.000 ef 37 667 efs 38 1296 efs o 4630 efs 19000 efs 2.28 11400000 ef 38 000 efs 38 4630 cfs o 4630 cfs 19167 efs 23 11500 000 ef 38 333 efs 38 7963 efs o 4630 efs 19333 efs 2.32 11600000 ef 38 667 efs 39 1296 efs o 4630 cfs 19500 efs 2.34 11700 000 ef 39 000 cfs 39 4630 cfs o 4630 cfs 19667 efs 2.36 11800 000 cf 39 333 efs 39 7963 efs o 4630 cfs 19833 efs 2.38 11900 000 cf 39 667 efs 40 1296 cfs o 4630 efs 20 000 cfs 2.4 12000 000 ef 40 000 cfs 40 4630 cfs o 4630 efs 20167 efs 2.42 12100000 ef 40 333 efs 40 7963 efs o 4630 efs 20 333 efs 2.44 12200 000 cf 40 667 efs 41 1296 cfs o 4630 cfs 20 500 cfs 2.46 12300 000 ef 41 000 cfs 41 4630 efs o 4630 cfs 20 667 efs 2.48 12400 000 ef 41 333 cfs 41 7963 efs o 4630 efs 20 833 cfs 2.5 12500 000 cf 41 667 efs 42.1296 cfs o 4630 efs 21 000 cfs 2.52 12600 000 cf 42.000 cfs 42.4630 cfs o 4630 cfs 21 167 efs 254 12700 000 cf 42.333 cfs 42.7963 cfs o 4630 cfs 21 333 cfs 2.56 12800 000 cf 42.667 cfs 43 1296 cfs o 4630 efs 21 500 efs 2.58 12900 000 cf 43 000 efs 43 4630 cfs' o 4630 cfs 21 667 efs 2.6 13000 000 ef 43 333 cfs 43 7963 efs! o 4630 cfs 21 833 cfsl 2.62 1 31 00 000 cf 43 667 cfs 44 1296 efs o 4630 cfs 22.000 efsl 2.64113200000 efl 44 000 cfs 44 4630 cfs o 4630 efs 22.167 cfsl 2.66113300000 efl 44 333 efs 44 7963 cfs I o 4630 cfs 22.333 cfsl 2.68113400000 cfl 44 667 efs 45 1296 efsi o 4630 cfs 22.500 cfs I 2.7113500000 cfl 45 000 cfs 45 4630 cfs 1 o 4630 cfs '---- 45 7963 cfs i 22.667 efsl 2.72 i 13600 000 efi 45 333 efs o 4630 efs 22.833 cfsi 274113700000 ef! 45 667 efs 46 1296 cfsl o 4630 cfs 23 000 cfs i _ 2.76 i 13800 000 cfl 46 000 cfs 46 4630 cfs I o 4630 efs 23 167 efst 2.78113900000 efl 46 333 efs 46 7963 efs I o 4630 cfs 23 333 cfs i 2.8114000000 efl I 46667 cfs .47 1296 cfs LQ56~0 r::~ .- - 23 500 cfs i 2.82114100000 cfi 47000 cfs 474630 efsl 04630 cfs Stage/Storage Table Page 3 Stage _ Storage24 I Hawks at Yelm S/dt h 5 2S/dt O+2S/dt 0 23 667 cfs 2.84 14200 000 cf 47333 cfs 47 7963 cfs o 4630 cfs 23 833 cfs 2.86 14300 000 cf 47667 cfs 48 1296 cfs o 4630 cfs 24 000 cfs 2.88 14400 000 cf 48 000 cfs 48 4630 cfs o 4630 cfs 24 167 cfs 2.9 14500 000 cf 48.333 cfs' 48 7963 cfs o 4630 cfs 24 333 cfs 2.92 14600 000 cf 48 667 cfs 49 1296 cfs o 4630 cfs 24 500 cfs 2.94 14700000 cf 49 000 cfs 49 4630 cfs o 4630 cfs 24 667 cfs 2.96114800000 cf 49 333 cfs 49 7963 cfs o 4630 cfs 24 833 cfs 2.98 14900 000 cf 49 667 cfs 50 1296 cfs o 4630 cfs 25 000 cfs 3 15000 000 cf 50 000 cfs 50 4630 cfs o 4630 cfs Stage/Storage Table Page 4 Stage _ Storage24 101.69' S12"05'54"W 14t.f3' - to . N12'05'54"E 137.70' !: is.. - CO N1 1 !: ~~ - -.l .... ~ '" N12'1l5'54"E ~ ~ 115.09' \ !: - ~ <7l ~ N121l5'54"E .. ----- 103.01 ,. - - - U' ~. ,. \ ~ {. $ ~ \ . 1Q.f,6' \ 97.!'Ii L- ::a: ~~ .;:0.. ~~ :Ii 11 ~O'J "u NOS"34'3O"E 152.86' .. ......:l ~ 1:! S121l5'54"W . lJJ. 78' $ ~ ~ / N12'0.5'54"E 121..25' \ ' ~ cD ~I 1- _ \ l -7; /~L I \ - o N12'll5'54"E 109.2J' N12'05'54"E 97.2t' - - N121l5'54"E 85.19' - tv - ... /} .......- ---- ~ --~ ~ \ \ \ \ - - ~ - ~ - ~ "" , '\ '\ ,,_ _ _ _ _ - --- ,..-- - - - -" 'C r- J \ " ) 6 ~ / )..2. _09~- - c- /' ~ ' ':. ! Il -:: / 00 _.A.P,'fL-+~~tL-!2"'A~-"~-.;t Sheet Flow to CuI De Sac LENGTH 100 N 0.11 S P2 TC(MIN.) 005 2.1 o 446064 2.859983 6411592 Min Gutter Flow to CB# 13 I EUp Length 300 I E. Down Dia. 12 Slope % Velocity 3 0 TC{MIN) 1 666667 Min Pipe Flow to CB# 12 Length Dia. Slope Velocity TC(MIN) I.E Up 39 I.E. Down 12 0.20 % 2.6 0.246346 Min Pipe Flow to CB# 9 Length Dia. Slope Velocity TC(MIN) I EUp 176 I E. Down 12 0.20 % 2.6 1111717 Min Pipe Flow to CB# 10 Length Dia. Slope Velocity TC(MIN) I EUp 39 I E. Down 12 0.20 % 2.6 0.246346 Min Pipe Flow to Pond Length Dia Slope Velocity TC(MIN) TOTALTC I.E Up 22 I E. Down 12 0.20 % 2.6 o 138965 Min t:r""2) ---- 9821634 Min 7C TO j)(}1/j) \ i 1 ~ __________.----1. ! I I I , I ~VH/) \-t-P U:!wu.: ~~~ ...:t..~J.IIl o,n VI if) QQO "" 0 ':l -N P-t">i<' "l""l''='t /p.'I'<._:r- ~Nf1 NN~ ~. I' 0:" ( ,1J~ \r~;" i \' :::: I '--'::/ 22- ~ [Jot) I_be: /' ,.- /! ( ;--l~"" 1,-.' , i, -I . 5F 1- E 55 ~7.,-5 3. vt)c) X 2- ~ -.c. j 1 Or O ~,.... -........ - ,'"~~ OC '-h oOc,;.., ../ rr" ) ~~p ('-J_ , <-. /1...LC; 0 ra ..J I c:L ~-~! ~ C-l ' J r C-- ; 1_1- 7~, t;:J ;:- I" ~. \-r" 7' c) f CJ ,(/ f) L::5 .I) J !e: rl5 d63 J.;C (::1-.5 -=- 14-0000 5 F-- r--J.. '7 \ _t_ ') :c., -.:;; l C::-i, '- Jt--'! --~ _ t /';J::::;' J 4- v ~ ~ 2--~ X, 4- I. ~ .......,~ ';;,. ! ,,/ """"'^"" L- (,'1- L-A--' ,1 /' f. .,-~ i i - -------..-+----- ! i I I 1 I 2..4;.4 c}P~5 ! 3 -:3 :\ 72-3 !. /' A () 11-J ~-? v \/ ">; ,.- ..---- -- (r-i~ '-'~ ..;::..- --: ;:Jtc ) , (j 7 :.- I '7 ( I 0-0.::>0 OJ SF 4-1.. SF ~/. /1 -, -' ;t- v 7"~.? -""--'^-..._-~------ A ~'.//iJ ...,.. -< -_;A/ I J JV ..-"") .5 ') LL ;:..,-- 1 l,07tJ 4 C.Jrc?j J fr?' P (Y Crt! --:,:;). &" r1 C-f C5 'I /-:7i: ftt'r V cJJ ('/:./ ~. {, fJ ~-' ./ Hawks at Yelm Area Pt 4.1 In dt 10 Min Tc 10 Min -- -------.- -~.__._----- Pervious Area 2.170 Acre CN 68.0 8 4.7058824 0.28 0.94118 ~--~------ -_..__._----~---- Impervious Area 1.070 Acre CN 98.0 8 0.2040816 0.28 0.04082 -- -._- ---- Total Area 3.240 Acre -- .----1------.- Time Max Flow .- -----j------- Total Runoff Volume 25005 CF 480 Min 1.521 CFS -----~_. -- -~-- -----._--- Pervious Area Impervious Area Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instant Q.E:l~_~g_r:!.__ Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Ffowrate Ffowrate -- .--.--- ------ -------~- o Min o 0000 in o 000 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 cfs o 00 cfs ~--~----_... ----- 10 Min 00164 in 0016 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 efs o 00 efs ~---~-_. ---ooo-as 20 Min o 0164 in o 033 in o 000 in o 000 in o 000 in o 000 in o 000 in o 00 efs 0.000 in o 000 in o 000 in o 000 in J-------.- ------- 30 Min 00164 in o 049 in o 000 in o 00 efs o 00 efs 40 Min 00164 in o 066 in o 000 in o 000 in o 003 in o 002 in o oofir, -----002cfi --OO1'cfS ._--~- 50 Min o 0164 in o 082 in o 000 in o 000 in o 007 in o 004 in 0001 in o 03 efs 0 02 efs -----.- --------.- 60 Min 00164 in o 098 in o 000 in o 000 in o 013 in o 006 in o 002 in o 04 efs 0 03 efs 70 Min o 0164 in o 115 in o 000 in o 000 in o 020 in o 007 in o 002 in =-_9_~i:~r.- O-~~_eI~ 80 Min 00164 in o 131 in 0.000 in o 000 in o 028 in o 008 in o 003 in o 05 cfs o 04 efs ---"---- -~--_.-._----- 90 Min 00164 in o 148 in o 000 in o 000 in o 037 in 0.009 in o 003 ;n o 06 efs o 05 efs >-------- ~._._~-~~- 100 Min 00164 in 0.164 in o 000 in o 000 in o 046 in o 010 in o 003 in o 06 cfs o 06 efs ---~--- --.--.-- 110 Min o 0205 in o 185 in o 000 in o 000 in o 059 in 0013 in o 004 in o 08 efs o 07 cfs -~,--_.._--~-- --------- 120 Min o 0205 in 0.205 in o 000 in o 000 in 0.073 in 0.014 in o 005 in o 09 efs o 08 cfs 130 Min -----,." ---_._-_._~-~ o 0205 in 0.226 in o 000 in o 000 in o 088 in 0015 in o 005 in o 09 cfs o 09 cfs ___....._u-:-~ ----_..------ 140 Min o 0205 in 0.246 in o 000 in o 000 in o 1 03 in o 015 in o 005 in o 10 efs o 09 efs 150 Min o 0205 in ..- ---_._._...__..-._~-_. 0.267 in o 000 in o 000 in o 119 in 0016 in o 005 in 010cfs 010cfs ----.-::---.-----.-- 160 Min o 0205 in 0.287 in o 000 in o 000 in o 135 in 0016 in o 005 in 010efs 010cfs ~~._----- -----~-,-- 170 Min 0.0246 in 0.312 in o 000 in o 000 in o 154 in o 020 in o 007 in __~~3 e~~l___Q_ll_efs 180 Min o 0246 in o 336 in o 000 in o 000 in o 175 in o 020 in o 007 in ~3efsL__0 12cfs 190 Min o 0246 in o 361 in o 000 in o 000 in o 195 in 0.021 in o 007 in o 13 efs o 13cfs 200 Min o 0246 in o 000 in -------..- ~_._-_.__._--_.- o 385 in o 000 in 0.216 in 0021 in o 007 in 014 efs o 13cfs 210 Min o 0246 in o 000 in o 007 in --------------. -----OT4Cfs o 41 0 in o 000 in 0.238 in 0021 in o 14 efs 220 Min o 0246 in o 435 in o 000 in t--.------- _.~-~---~_._-_. o 000 in 0.259 in o 022 in o 007 in 014 efs o 14 cfs o 0287 in o 463 in o 000 in ---.---- ----~--------_. 230 Min o 000 in 0.285 in o 026 in o 008 ;n 017 efs o 15 cfs 240 Min o 0287 in o 492 in o 000 in o 000 in o 311 in o 026 in o 669Tr1 \------.--.-- ---._--- o 17efs o 16cfs o 0287 in -~'-'~---- ---------~--- 250 Min o 521 in o 000 in o 000 in o 337 in o 026 in o 009 in o 17efs o 17cfs 260 Min o 0287 in o 549 in ------"--- --_.~._._---~- o 000 in o 000 in o 363 in o 026 in o 009 in __-2_!L~~L_.Jl__l?~!~ 270 Min o 0287 in 0578 in o 000 in o 000 in o 389 in o 026 in o 009 in o 17 efs 017 cfs 280 Min o 0287 in ---._-~---- ---------._---- o 607 in o 000 in o 000 in o 416 in o 027 in o 009 in o 17 efs o 17 cfs 290 Min o 0336 in --------- ----------.--- o 640 in o 000 in 0.000 in 0447 in 0031 in 0010 in 0.20 efs 018 efs Aeeuml rlated Rainfall P"'Qe 1 24Hr Hawks at Yelm Pervious Area Impervious Area --~-l.-~~-~-- Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instankj Design Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate flo~.!:.ate___ 300 Min 0.0336 in o 674 in o 000 in o 000 in o 479 in o 032 in 0010in 0.20 cfs 0.20 cfs 310 Min 0.0336 in o 708 in o 000 in o 000 in o 511 in o 032 in 0010 in ----o.2fcfS ----0.20 cfS ---- ~-- ------0.-20 cfs 320 Min o 0336 in 0741 in o 000 in o 000 in o 542 in o 032 in o 011 in 0.21 cfs ----::- -~---:- 330 Min o 0336 in o 775 in o 000 in o 000 in o 574 in o 032 in 0011 in 0.21 cfs 0.21 cfs ____~T__ 340 Min o 0336 in o 809 in o 000 in o 000 in 0.606 in o 032 in 0011 in 0.21 cfs o 21 cfs "--.- ----~.. 350 Min o 0390 in o 847 in o 000 in o 000 in o 644 in o 037 in o 012 in 0.24cfs 0.22 cfs ---- 360 Min o 0390 in o 886 in o 000 in o 000 in o 681 in o 037 in 0012 in 0.24cfs 0.23 cfs -.-.-+---- 370 Min o 0390 in o 925 in o 000 in o 000 in o 719 in o 038 in 0012 in 0.24 cfs o 24 cfs ----~~ --- 380 Min o 0390 in 0.964 in o 000 in o 000 in o 756 in o 038 in o 013 in 0.25 cfs 0.24 cfs ---_._-- 390 Min o 0390 in 1 003 in 0001 in 0001 in o 794 in 0.038 in o 013 in 0.25 cfs 0,25 cfs 400 Min ~---:- ---0.25 ctS o 0390 in 1 042 in 0.002 in o 001 in o 832 in o 038 in o 013 in 0.26 cfs '-~----' 1-------- 41 0 Min o 0549 in 1 097 in 0.005 in o 003 in o 885 in o 053 in o 020 in o 38 cfs o 30 cfs ._----~- ~----_. 420 Min o 0549 in 1 152 in o 009 in o 004 in o 939 in o 054 in o 020 in o 40 cfs o 36 cfs ------ -------- 430 Min 0.0549 in 1.207 in o 014 in o 005 in o 993 in o 054 in o 021 in o 42 cfs o 39 cfs ------- --~-- 440 Min o 0738 in 1.281 in o 023 in o 009 in 1 065 in o 072 in o 030 in o 58 cfs o 46 cfs ----_.- --+----_.~---- 450 Min o 0738 in 1 355 in o 033 in 0011 in 1 137 in o 072 in o 031 in o 61 cfs o 55 cfs 460 Min ---+--- ~--_. 01394 in 1 494 in o 058 in o 025 in 1.274 in o 137 in o 062 in 1.21 cfs o 79 cfs ----.---.--- 470 Min 0.2214 in 1 715 in o 1 09 in o 051 in 1 493 in 0.218 in o 1 06 in 2 09 cfs 1 36 cfs --- ~----_._-- 480 Min o 11 07 in 1 826 in 0140 in o 031 in 1 602 in o 109 in o 057 in 111cfs 1 52 cfs ----------- ------- 490 Min o 0738 in 1 900 in 0.162 in o 022 in 1 675 in o 073 in o 039 in o 76 cfs 1 13 cfs --a-s-ifCrs ---_._~.__.~._- 500 Min o 0549 in 1 955 in 0.180 in 0017 in 1 730 in o 054 in o 030 in o 83 cfs ;::=-:- -----_._-_.~-- --------.--.-- 510 Min o 0549 in 2.010 in o 198 in 0018 in 1 784 in o 054 in 0.030 in o 59 cfs o 67 cfs ~---:- ------- --.--.------ 520 Min o 0549 in 2.065 in 0.217 in o 019 in 1 839 in o 054 in 0031 in o 60 cfs o 62 cfs 530 Min o 0361 in -~-_..+ ----.__.__.+-~ 2.101 in 0.229 in 0013 in 1 874 in o 036 in o 020 in o 40 cfs o 54 cfs o 021 in -:;----- -~----~-- 540 Min 0.0361 in 2.137 in 0.242 in 0013 in 1 910 in o 036 in o 40 cfs o 45 cfs 550 Min ---"-- ---- 00361 in 2.173 in 0.256 in o 013 in 1 946 in o 036 in o 021 in 041 cfs o 42 cfs 560 Min -------;:- ._---_._~. 0.0361 in 2.209 in 0.269 in 0014 in 1 982 in o 036 in o 021 in 041 cfs o 41 cfs 570 Min o 0361 in 2.245 in 0.283 in 0014 in 2.018 in o 036 in o 02{in -------~~----~-_. 041cfs 041cfs 580 Min 0.0361 in 2.281 in 0.297 in 0014 in 2.053 in o 036 in o 021 in o 42 cfs 0 41 cfs 590 Min 00361 in 2.317 in ----- -=~~~_~~;j --~l{r; 0311 in 0014 in 2.089 in o 036 in 0021 in 600 Min 00361 in 2.353 in o 326 in 0015 in 2.125 in o 036 in - 0 022Trl 610 Min o 0361 in 2.389 in o 341 in o 015 in 2.161 in o 036 in o 022 in o 43 cfs 0 42 cfs 620 Min 00361 in 2.426 in o 356 in 0015 in 2.197 in o 036 in o 022 in --a-43cf~--o43 ctS 630 Min 0.0361 in ----~. --.--.-- 2.462 in o 371 in 0015 in 2.233 in o 036 in o 022 in _~_1~-E!~_j___ 0 43~!s. 640 Min 00361 in 2.498 in o 387 in o 016 in 2.268 in o 036 in o 022 in o 44 cfs 0 43 cfs 650 Min ---_._--"- ---------.-.------. o 0295 in 2.527 in o 400 in o 013 in 2.298 in o 029 in 0018 in o 36 cfs 0 41 cfs 660 Min o 0295 in 2.557 in o 018 in ---_._-~--- --~-~ o 413 in 0013 in 2.327 in 0.029 in o 36 cfs o 38 cfs 670 Min 0.0295 in ------- -- ~ 2.586 in o 426 in 0013 in 2.357 in o 029 in 0019 in o 36 cfs o 37 cfs 680 Min o 0295 in 2.616 in o 440 in ----.------ -_._-- o 013 in 2.386 in o 029 in 0019 in o 37 cfs o 37 cfs ACculT1"lated Rainfall P<>qe 2 24Hr Hawks at Yelm Pervious Area Impervious Area ---- -- ------- ---- Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Instant D~sig_~_ ------ Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate --_.-._-- ---- 690 Min o 0295 in 2.645 in o 453 in 0014 in 2.415 in o 029 in 0019 in o 37 efs o 37 efs - --- -~_.- 700 Min o 0295 in 2.675 in o 467 in 0014 in 2.445 in o 029 in 0019 in o 37 efs ---Q.-~~ 710 Min ----.---- o 0295 in 2.704 in 0.481 in 0014 in 2.474 in o 029 in 0019 in o 37 cfs o 37 cfs 720 Min 0.0295 in 2.734 in --~~- ---.--- ---(f.37cfs 0495 in 0014 in 2.503 in o 029 in 0019 in o 37 efs 730 Min o 0295 in 2.763 in 0.019 ~rl. ----.-. -037 cfs o 509 in 0014 in 2.533 in o 029 in o 38 efs ------:- ------- 740 Min 0.0295 in 2.793 in o 523 in 0014 in 2.562 in o 029 in 0019 in o 38 cfs o 38 efs -----, ------~ 750 Min 0.0295 in 2.822 in o 537 in 0.014 in 2.591 in o 029 in 0019in o 38 cfs o 38 efs _._--~~----- 760 Min 0.0295 in 2.852 in o 552 in o 015 in 2.621 in o 029 in 0019 !rl. o 38 efs o 38 cfs 770 Min o 0234 in 2.875 in o 563 in 0012 in 2.644 in o 023 in 0015 in o 30 efs o 35 efs ----------..- ~.._"-- 780 Min o 0234 in 2.899 in 0575 in 0012 in 2.667 in o 023 in 0016 in o 30 efs o 32 efs ------ --------- 790 Min o 0234 in 2.922 in o 587 in 0012 in 2,691 in o 023 in 0016 in o 30 efs o 31 cfs --- -~--_._--~~.,---- ---------- 800 Min o 0234 in 2.945 in o 599 in 0012 in 2.714 in o 023 in 0016 in 031efs 031efs 810 Min 0.0234 in 2.969 in o 611 in 0012 in 2.737 in o 023 in 0.016 in .{;~ ~r ~;H~ 820 Min 0.0234 in 2.992 in o 623 in 0012 in 2.760 in o 023 in 0016 in 0.635 in ~-- ~_.._~-- 830 Min o 0234 in 3016 in 0012 in 2.784 in o 023 in 0016 in 031efs 031efs ---- -------- 840 Min o 0234 in 3 039 in 0647 in 0012 in 2.807 in o 023 in 0016 in o 31 efs 0 31 cfs -_.-~---~-- 850 Min o 0234 in 3.062 in 0.659 in 0012 in 2,830 in o 023 in 0016 in o 31 cfs 031 cfs 860 Min 3.086 in --'--- -_._--~._.._--- o 0234 in 0671 in 0012 in 2.854 in o 023 in Oo.~ o 31 cfs o 31 efs 870 Min o 0234 in -~._._-- -~---_.._--- 3.109 in 0.684 in 0012 in 2.877 in o 023 in 0016 in 031 cfs o 31 cfs 3.132 in ---~----- -~----- 880 Min o 0234 in o 696 in 0012 in 2.900 in o 023 in 0016 in o 31 efs 031 cfs 890 Min o 0205 in 3 153 in o 707 in ---------.. 0011 in 2.921 in o 020 in 0014 in _Jl_~~8~!~_ o 30 efs ----------- 900 Min o 0205 in 3 173 in 0718 in 0011 in 2.941 in o 020 in 0014 in 0,28 efs 0.28 cfs 910 Min o 0205 in ---------' .----'--.------ 3.194 in o 729 in 0.011 in 2.961 in o 020 in 0014 in -~.O,28.'~r.....O~~ 920 Min o 0205 in 3.214 in o 740 in 0011 in 2.982 in o 020 in 0014 in 0.28 efs 028 cfs 930 Min o 0205 in 3.235 in ~----- -------"--..----.-- o 752 in o 011 in 3 002 in o 020 in 0014 in 0.28 cfs 0,28 efs 940 Min 0.0205 in 3.255 in o 763 in -_._---~+ ------~_._- o 011 in 3.023 in o 020 in 0014 in ---5~f~- ~j~-~~ 950 Min o 0205 in 3.276 in o 774 in 0011 in 3.043 in o 020 in 0014 in 960 Min o 0205 in 3.296 in 0.786 in o 011 in 3 064 in o 020 in 0014 in .0 28 '11..~O-28~ ,IS 970 Min 0.0205 in 3 317 in o 797 in 0.011 in o 020 in ---~. -------- 3.084 in 0014 in 0,28 cfs 0 28 cfs 980 Min o 0205 in 3 337 in 0.808 in --~---_.- ._~-------- 0011 in 3 1 04 in o 020 in 0014 in 028 efs 028 efs 990 Min o 0205 in o 820 in --------.--.,.---.---..--.---- 3 358 in 0012 in 3 125 in o 020 in 0014 in 0.28 cfs 0 28 efs 1000 Min o 0205 in 3.378 in o 832 in 0012 in 3 145 in --_._~_.._..._-- -.-.--..- ~'-----'-~'-"----- ---,. o 020 in 0015 in 0.28 efs 0 28 efs 1010 Min 00164 in 3 395 in o 841 in o 009 in 3.162 in .___n_. _______._._.... 0016 in o O!~ I--Q:~~~.!~----QJ~~ 1020 Min 00164 in 3.411 in o 850 in o 009 in 3.178 in 0016 in 0012 in 0,23 efs 0.24 cfs 00164 in >-------- ------~.__. 1030 Min 3 428 in o 860 in o 009 in 3 194 in 0016 in 0012 in 0.23 cfs o 23 efs 1040 Min 0.0164 in 3 444 in o 869 in _.-----~--- ."------------. o 009 in 3.211 in 0016 in 0012 in 023 efs o 23 cfs 1050 Min 00164 in 3 460 in o 878 in ------ ~~--------_._-- o 009 in 3.227 in 0016 in o 012 in 023 cfs o 23 efs 1060 Min 00164 in 3.477 in --- ----- ------.---- o 888 in o 009 in 3.243 in 0016 in _~~2 J~ 0.23 cfs 0_23 efs -----..----- .~-------~-+-- 1070 Min 00164 in 3 493 in o 897 in o 009 in 3,260 in 0016 in 0012 in 023 cfs o 23 efs Aceumlllated Rainfall P~Qe 3 24Hr Hawks at Yelm Pervious Area Impervious Area . .------ Rainfall Accumulated Accumulated Incremental Accumulated Incremental Total Inst~D.L_ .Qesig~_ Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Flovvrate Flovvrate 1080 Min 0.0164 in 3.510 in o 907 in 0010 in 3.276 in 0016 in 0012 in --~;;;r}~ 1090 Min 00164 in 3.526 in 0.916 in 0010 in 3.292 in 0016 in 0012 in -- - --"-----~- 11 00 Min 0.0164 in 3 542 in 0.926 in 0010 in 3.309 in 0016 in 0012 in 0.23 cfs 0.23 cfs --- -----~---- 1110 Min 00164 in 3 559 in 0.936 in 0010 in 3 325 in 0016 in 0012 in o 23 cfs 0_23 cfs ~'-----'- -- 1120 Min 0.0164 in 3.575 in o 945 in 0010 in 3.341 in 0016 in 0012in ---..9.23 c~~L-_.Q1~cfs 1130 Min 0.0164 in 3 592 in o 955 in 0010 in 3 358 in 0016 in 0012 in 0.23 cfs 0,23 cfs ------ -----..--.- 1140 Min 0.0164 in 3 608 in o 965 in 0.010 in 3 374 in 0016 in 0012 in 0.23 cfs 0.23 cfs -------------- 1150 Min 0.0164 in 3.624 in o 974 in 0010 in 3 390 in o 016 in 0012 in 0.23 cfs 0.23 cfs o o12Tr) -----~-- ---"--_. 1160 Min 0.0164 in 3.641 in o 984 in 0010 in 3 407 in 0016 in o 23 cfs 0,23 cfs -------- 1170 Min 0.0164 in 3.657 in o 994 in 0010 in 3 423 in 0016 in 0012 in 0.23cfs 0.23 cfs --_.~ ------- 1180 Min 00164 in 3.674 in 1 004 in 0010 in 3.440 in 0016 in 0012 in 0_23 cfs 0.23 cfs ------------ ._---,------- 1190 Min 0.0164 in 3 690 in 1 014 in 0010 in 3 456 in 0016 in 0012 in 0.24 cfs 0_23 cfs 1200 Min ,------- ---O:24-as 00164 in 3.706 in 1 023 in 0010 in 3472 in 0016 in 0012 in 0.24cfs ---- 1210 Min 00164 in 3.723 in 1 033 in 0010 in 3 489 in 0016 in 0012in 0.24cfs 0.24 cfs 1220 Min 0.0164 in 3.739 in 1 043 in 0010 in 3 505 in o 016 in 0012 in 0.24 cfs ----024Cfs 1230 Min --~---- 1-------..---. 00164 in 3.756 in 1 053 in 0010 in 3 521 in 0.016 in 0012 in 0.24 cfs 0.24 cfs 1240 Min ------co- ._----~ 00164 in 3.772 in 1 063 in 0010 in 3 538 in 0016 in 0012 in 0.24 cfs 0,24 cfs 1250 Min -~-- ~--~. 0.0164 in 3.788 in 1 073 in 0010 in 3 554 in 0016 in 0012 in 0.24 cfs 0.24 cfs 1260 Min r--;----.- ~---~ 00164 in 3.805 in 1 083 in 0010 in 3 570 in 0016 in 0012 in 0,24 cfs o 24 cfs 1270 Min 00164 in -------. 3.821 in 1 093 in 0010 in 3.587 in 0016 in 0012 in 0.24 cfs o 24 cfs 1280 Min 00164 in 3 838 in -~----_.- c-----::---- 1 104 in 0010 in 3.603 in 0016 in 0012 in 0.24 cfs 0_24 cfs 1290 Min 00164 in o -0fiTrl ---------. ~--_. 3 854 in 1 114 in 0010 in 3619in 0016 in 0_24 cfs 0.24 cfs 1300 Min 00164 in ------ -~------ 3 870 in 1 124 in 0010 in 3 636 in 0016 in 0012 in 0.24 cfs o 24 cfs 1310 Min 00164 in o 012lr1 -----._--- --.------.---.--- 3 887 in 1 134 in 0010 in 3 652 in 0016 in 0.24 cfs 0_24 cfs 1320 Min 0.0164 in 3.903 in -------- ---------- 1 144 in 0010 in 3 669 in 0016 in 0012 in 0.24 cfs o 24 cfs 1330 Min 00164 in 0.24 cfS ---~-- 3 920 in 1 154 in 0010 in 3 685 in 0.016 in 0012 in 0,24 cfs 1340 Min 00164 in ---- -----:~ ---..--------- 3 936 in 1 165 in 0010 in 3 701 in 0016 in 0012 in 0.24 cfs 0.24 cfs 1350 Min 00164 in -----~~- -~--,--_.. 3.952 in 1 175 in 0010 in 3718 in 0016 in 0012 in 0_24 cfs o 24 cfs 1360 Min 00164 in 3 969 in 1 185 in 0010 in 0012 in ---..-. c----------- 3 734 in 0016 in 0.24 cfs 0_24 cfs 1370 Min 00164 in 3.985 in --_.- :---- 1 196 in 0010 in 3750 in 0016 in 0012 in 0.24cfs 0.24 cfs 1380 Min 00164 in 0012 in ~--- -_._--_.~,~ 4 002 in 1.206 in 0010 in 3.767 in 0016 in 0.24 cfs 0.24 cfs 1390 Min 00164 in 4018 in -----.-.-.-- 1.216in 0010 in 3 783 in 0016 in 0012 in 0.24 cfs 0,24 cfs 1400 Min 00164 in 4 034 in ----,--- 1.227 in 0010 in 3 799 in 0016 in 0012 in 0.24 cfs o 24 cfs 1410 Min 00164 in ------ ------- 4051 in 1.237 in o 010 in 3816 in 0016 in 0012 in 0.24cfs 0.24 cfs 1420 Min 00164 in o 0 f2lr1 -----~_. ------.-._- 4 067 in 1.248 in 0010 in 3 832 in 0016 in 0_24 cfs 0.24 cfs 1430 Min 0.0164 in ----~------ ---------- 4 084 in 1.258 in 0010 in 3 849 in o 016 in 0012 in 0.24 cfs 0.24 cfs 1440 Min 00164 in 4 1 00 in -~.__._-- --024Cfs 1.269 in o 011 in 3 865 in 0016 in 0012in 0.24 cfs AccuITl..lated Rainfall P"'Cle 4 24Hr Hawks at Yelm Stage/Storage I Trench Width 300ft f 4000 in/Hr Trench Length I 1 00 0 ft I H 40ft fd 9 26E-5 ftIsec As 3000 00 SF Effective Area 1 I S/dt h 5 2S/dt O+2S/dt 0 o 000 efs 0 o 000 ef o 000 efs 0.2778 efs 0.2778 efs 0100 efs 002 60 000 ef 0.200 efs 04778 cfs 0.2778 cfs 0.200 efs 004 120000 ef o 400 efs o 6778 efs 0.2778 cfs o 300 efs 006 180000 ef o 600 efs o 8778 efs 0.2778 efs o 400 efs 008 240 000 ef o 800 cfs 1 0778 efs 0.2778 efs o 500 cfs 01 300 000 ef 1 000 efs 1.2778 efs 0.2778 efs o 600 efs 012 360 000 ef 1 .200 efs 1 4778 efs 0.2778 cfs o 700 efs 014 420 000 ef 1 400 efs 1 6778 efs 0.2778 efs o 800 efs 016 480 000 cf 1 600 efs 1 8778 cfs 0.2778 efs o 900 efs 018 540 000 ef 1 800 efs 2.0778 efs 0.2778 efs 1 000 cfs 0.2 600 000 ef 2.000 cfs 2_2778 cfs 0.2778 efs 1 100 cfs 0.22 660 000 cf 2.200 efs 2.4778 efs 0.2778 efs 1.200 efs 0.24 720 000 ef 2.400 efs 2.6778 efs 0.2778 cfs 1 300 efs 0.26 780 000 cf 2.600 efs 2.8778 cfs 0.2778 cfs 1 400 efs 0.28 840 000 ef 2.800 efs 3 0778 efs 0.2778 efs 1 500 efs 03 900 000 cf 3 000 efs 3.2778 cfs 0.2778 efs 1 600 efs 032 960 000 ef 3.200 efs 34778 efs 0.2778 efs 1 700 efs 034 1020 000 ef 3 400 cfs 3 6778 cfs 0.2778 efs 1 800 efs 036 1080 000 ef 3 600 efs 3 8778 efs 0.2778 cfs 1 900 cfs 038 1140000 cf 3 800 efs 4 0778 cfs 0.2778 cfs 2.000 efs 04 1200 000 cf 4 000 efs 4.2778 efs 0.2778 cfs 2.100 efs 042 1260 000 ef 4.200 cfs 44778 efs 0.2778 efs 2.200 efs 044 1320 000 cf 4 400 cfs 4 6778 efs 0.2778 efs 2.300 efs 046 1380 000 cf 4 600 efs 4 8778 efs 0.2778 cfs 2.400 efs 048 1440 000 cf 4 800 efs 5 0778 efs 0.2778 efs 2.500 efs 05 1500 000 ef 5 000 efs 5.2778 efs 0.2778 efs 2.600 efs 052 1560 000 ef 5.200 efs 54778 efs 0.2778 cfs 2.700 efs 054 1620 000 ef 5 400 cfs 56778 efs[ 0.2778 efs 2.800 cfs 056 1680 000 cf 5 600 cfs 5 8778 efs 0.2778 efs 2.900 efs 058 1740000 ef 5 800 efs 6 0778 efs 0.2778 cfs 3 000 efs 06 1800 000 ef 6 000 cfs 6.2778 efs 0.2778 cfs 3100 cfs 062 1860000 cf, 6.200 cfsi 64778 cfs 0.2778 cfs 3.200 efsl 0641 1920 000 cf 6 400 cfs 6 6778 cfs 0.2778 cfs 3300 cfsl o 66! 1980 000 cf 6600 cfsl 6 8778 cfs 0.2778 efs 3 400 efs 0681 2040000 efi 6800 cfsl 7 0778 cfs I 0.2778 efs 3500 cfsl 071 2100 000 cfl 7000 cfs[ 7.2778 efsl 0.2778 efs 3600 cfsl 0721 2160 000 ef 7.200 efs I 74778 cfsi 0.2778 efs 3700 efsl 0741 2220000 efi 7400 cfsl 76778 efs! 0.2778 efs 3800 cfsl 0761 2280 000 efl 7600 cfsi 7 8778 efs! 0_2778 efs ._-- _ 3900 efs! 0781 2340 000 ef i 7800 efsl 8 0778 cfs I 0.2778 efs 4000 cfsl 081 2400 000 ef! 8000 efsL . 8.2778 cfsl 0.2778 efs ~-~._------ ' , 4100 efst 0821 2460000 cfi 8.200 efsi 8 4778 efs! 0.2778 cfs Stage/Storage Table Page 1 Stage _ Storage24 Hawks at Yelm S/dt h S 2S/dt O+2S/dt 0 4.200 efs 084 2520 000 cf 8 400 efs 8 6778 efs 0.2778 efs 4 300 cfs 086 2580 000 ef 8 600 efs 8 8778 efs 0.2778 efs 4 400 efs 088 2640 000 ef 8 800 cfs 9 0778 efs 0.2778 cfs 4 500 cfs 09 2700 000 ef 9. 000 efs 9.2778 cfs I 0.2778 efs 4 600 cfs 092 2760 000 cf 9.200 efs 94778 efs 0.2778 efs 4 700 cfs 094 2820 000 ef 9 400 efs 9 6778 efs 0.2778 efs 4 800 efs 096 2880 000 ef 9 600 cfs 9 8778 efs 0.2778 cfs 4 900 efs 098 2940 000 ef 9 800 efs 100778 cfs 0.2778 efs 5 000 efs 1 3000 000 cf 10000 efs 10.2778 efsl 0.2778 efs 5100 efs 102 3060 000 ef 10.200 efs 104778 efs 0.2778 efs 5.200 cfs 1 04 3120000 cf 10400 efs 106778 efs 0.2778 efs 5 300 efs 106 3180000 ef 10.600 efs 108778 efs, 0.2778 efs 5 400 efs 1 08 3240 000 ef 10800 efs 11 0778 efs 0.2778 efs 5 500 efs 1 1 3300 000 ef 11 000 efs 11.2778 efs 0.2778 cfs 5 600 efs 1 12 3360 000 cf 11 .200 efs 11 4778 cfs 0.2778 efs 5 700 cfs 114 3420 000 ef 11 400 efs 11 6778 efs 0.2778 efs 5 800 efs 1 16 3480 000 ef 11 600 efs 11 8778 cfs 0.2778 efs 5 900 efs 1 18 3540 000 ef 11 800 efs 12.0778 efs 0.2778 efs 6 000 efs 1.2 3600 000 ef 12.000 efs 12.2778 cfs 0.2778 efs 6100 efs 1.22 3660 000 ef 12.200 efs 12.4778 efs 0.2778 efs 6.200 efs 1.24 3720 000 ef 12.400 efs 12.6778 efs 0.2778 efs 6.300 efs 1.26 3780 000 ef 12.600 efs 12.8778 efs 0.2778 efs 6 400 cfs 1.28 3840 000 ef 12.800 efs 13 0778 efs 0.2778 efs 6 500 efs 1 3 3900 000 ef 13000 efs 13.2778 efs 0.2778 efs 6 600 efs 132 3960 000 ef 13.200 efs 134778 cfs 0.2778 efs 6 700 cfs 1 34 4020 000 cf 13400 cfs 13 6778 efs 0.2778 efs 6 800 efs 1 36 4080 000 ef 13600 efs 138778 efs 0.2778 efs 6 900 efs 1 38 4140000 ef 13800 efs 140778 cfs 0.2778 cfs 7 000 efs 1 4 4200 000 ef 14000 efs 14.2778 cfs 0.2778 cfs 7100 efs 142 4260 000 ef 14.200 efs 144778 efs 0.2778 cfs 7.200 efs 144 4320 000 ef 14400 efs 146778 cfs 0.2778 efs 7 300 cfs 146 4380 000 ef 14600 efs 14 8778 efs 0.2778 efs 7 400 efs 148 4440 000 ef 14800 efs 150778 efs 0.2778 efs 7 500 cfs 1 5 4500 000 cf 15000 efs 15.2778 cfs 0.2778 efs 7 600 cfs 1 52 4560 000 cf 15.200 efs 154778 cfs 0.2778 efs 7 700 efs 1 54 4620 000 cf 15 400 cfs 15 6778 cfs 0.2778 cfs 7 800 cfs 1 56 4680 000 ef 15600 cfs 15 8778 cfs 0.2778 efs 7 900 cfs 1 58 4740000 ef 15 800 efs 160778 efs 0.2778 cfs 8 000 efs 1 6 4800 000 ef 16000 efs 16.2778 cfs 0.2778 cfs 8100 cfs 1621 4860 000 ef 16.200 efs 164778 efs 0.2778 efs 8.200 efsl 164 4920 000 ef! 16400 cfs 166778 cfs 0.2778 cfs 8300 cfs! 1661 4980 000 efl 16600 cfsl 16 8778 cfsl 0.2778 efs 8 400 efs 1 681 5040000 cfl 16800 efsi 170778 cfsl 0.2778 efs 8500 cfs[ 1 71 5100000 efl 17000 efst 17.2778 cfs! 0.2778 efs 8600 cfsl 1 721 I 17.200 efsl 174778 cfsl 0.2778 cfs 5160000 efl 8700 cfsi 1 74[ 5220000 efr 17 400 efs 176778 cfs[ 0.2778 efs 8800 cfsl 1 76 i 5280 000 cfl 17600 cfsl 17 8778 cfs! 0.2778 cfs -------'-- , 8900 cfsl 1 78 i 5340 000 cf[ 17800 efsl 18 0778 cfs 0.2778 cfs 9 O~~efsL____.!~ 5400000 cfl 1 8 000 efs I 18.2778 ~fsl 0.2778 cfs 9100 cfsi 1 821 5460000 efl -18.200 cfs I 184778 efsl 0.2778 cfs Stage/Storage Table Page 2 Stage_ Storage24 Hawks at Yelm S/dt h 5 2S/dt O+2S/dt 0 9.200 cfs 184 5520 000 cfl 18400 cfs 18 6778 cfs 0.2778 cfs 9 300 cfs 1 861 5580 000 cf 18600 cfs 18 8778 cfs 0.2778 cfs 9 400 cfs 1 88 5640 000 cf 18800 cfs 19 0778 cfs 0.2778 cfs 9 500 cfs 1 9 5700 000 cfl 19000 cfs 19.2778 cfs 0.2778 cfs 9 600 cfs 1 92 5760 000 cf 19.200 cfs 194778 cfs 0.2778 cfs 9 700 cfs 194 5820 000 cf 19 400 cfs 19 6778 cfs 0.2778 cfs 9 800 cfs 1 961 5880 000 cf 19600 cfs 19 8778 cfs 0.2778 cfs 9 900 cfs 1 98 5940 000 cf 19 800 cfs 20 0778 cfs 0.2778 cfs 10000 cfs 2 6000 000 cf 20 000 cfs 20.2778 cfs 0.2778 cfs 10100 cfs 2.02 6060 000 cf 20.200 cfs 20 4778 cfs 0.2778 cfs 10.200 cfs 2.04 6120000 cf 20 400 cfs 20 6778 cfs 0.2778 cfs 10300 cfs 2.06 6180 000 cf 20 600 cfs 20 8778 cfs 0.2778 cfs 10400 cfs 2.08 6240 000 cf 20 800 cfs 21 0778 cfs 0.2778 cfs 10500 cfs 2.1 6300 000 cf 21 000 cfs 21 .2778 cfs 0.2778 cfs 10600 cfs 2.12 6360 000 cf 21.200 cfs 21 4778 cfs 0.2778 cfs 10700 cfs 2.14 6420 000 cf 21 400 cfs 21 6778 cfs 0.2778 cfs 10800 cfs 216 6480 000 cf 21 600 cfs 21 8778 cfs 0.2778 cfs 10900 cfs 2.18 6540 000 cf 21 800 cfs 22.0778 cfs 0.2778 cfs 11 000 cfs 2.2 6600 000 cf 22.000 cfs 22.2778 cfs 0.2778 cfs 11 1 00 cfs 2.22 6660 000 cf 22.200 cfs 22.4778 cfs 0.2778 cfs 11 .200 cfs 2.24 6720 000 cf 22.400 cfs 22.6778 cfs 0.2778 cfs 11 300 cfs 2.26 6780 000 cf 22.600 cfs 22.8778 cfs 0.2778 cfs 11 400 cfs 2.28 6840 000 cf 22.800 cfs 23 0778 cfs 0.2778 cfs 11 500 cfs 2.3 6900 000 cf 23 000 cfs 23.2778 cfs 0.2778 cfs 11 600 cfs 2.32 6960 000 cf 23.200 cfs 234778 cfs 0.2778 cfs 11 700 cfs 2.34 7020 000 cf 23 400 cfs 23 6778 cfs 0.2778 cfs 11 800 cfs 2.36 7080 000 cf 23 600 cfs 23 8778 cfs 0.2778 cfs 11 900 cfs 2.38 7140 000 cf 23 800 cfs 24 0778 cfs 0.2778 cfs 12.000 cfs 24 7200 000 cf 24 000 cfs 24.2778 cfs 0.2778 cfs 12.100cfs 2.42 7260 000 cf 24.200 cfs 244778 cfs 0.2778 cfs 12.200 cfs 2.44 7320 000 cf 24 400 cfs 24 6778 cfs 0.2778 cfs 12.300 cfs 2.46 7380 000 cf 24 600 cfs 24 8778 cfs 0.2778 cfs 12.400 cfs 2.48 7440 000 cf 24 800 cfs 25 0778 cfs 0.2778 cfs 12.500 cfs 2.5 7500000 cf 25 000 cfs 25.2778 cfs 0.2778 cfs 12.600 cfs 252 7560 000 cf 25.200 cfs 254778 cfs 0.2778 cfs 12.700 cfs 2.54 7620 000 cf 25 400 cfs 25 6778 cfs 0.2778 cfs 12.800 cfs 2.56 7680 000 cf 25 600 cfs 25 8778 cfs 0.2778 cfs 12.900 cfs 2.58 7740 000 cf 25 800 cfs 26 0778 cfs 0.2778 cfs 13000 cfs 2.6 7800 000 cf 26 000 cfs I 26.2778 cfs 0.2778 cfs 13100 cfs 2_62 7860000 cfl 26.200 cfsl 264778 cfsl 0.2778 cfs 13.200 cfs 2.64[ 7920 000 cf 26 400 cfs I 26 6778 cfs 0.2778 cfs 13300 cfs 2.661 7980 000 cfl 26 600 cfs 26 8778 cfs 0.2778 cfs 13 400 cfs 2681 8040 000 cf 26 800 cfs I 27 0778 cfs 0.2778 cfs 13 500 cfsl 2.7i 8100 000 cf[ 27 000 cfs: 27.2778 cfsl 0.2778 cfs -- - , 13600 cfs! -2.72 [ 8160000 cfi 27.200 cfsl 274778 cfs[ 0.2778 cfs 13 700 cfs I 2.741 8220 000 cf! 27 400 cfsl 27 6778 cfs 0.2778 cfs 1 3 800 cfs I 2.761 8280000 cfj 27 600 cfs! 27 8778 cfs 0.2778 cfs f----- l...----- 13900 cfs! 2781 8340000 cfi 27 800 cfs i 28 0778 cfs! 0.2778 cfs 14000 cfsl 2.81 8400000 eft 28000 cfs! 28.2778 cfsl o 2778 cfs ____________L___._______L_______l______.__ 14100 cfs! 2.821 8460000 cf! 28_200 cfsl 284778 cfs! 0.2778 cfs Stage/Storage Table Page 3 Stage _ Storage24 Hawks at Yelm S/dt h S 2S/dt Q+2S/dt Q 14.200 efs 2.84 8520 000 ef 28 400 efs 28 6778 efs 0.2778 efs 14300 efs 2.86 8580 000 ef 28.600 efs 28 8778 efs 0.2778 efs 14400 efs 2.88 8640 000 ef 28 800 efs 29 0778 efs 0.2778 efs 14500 efs 29 8700 000 cf 29 000 efs 29.2778 efs 0.2778 efs 14600 efs 2.92 8760 000 ef 29.200 cfsl 294778 cfs 0.2778 cfs 14700 efs 2.94 8820 000 ef 29 400 cfs 29 6778 efs 0.2778 efs 14800 efs 2.96 8880 000 cf 29.600 efs 29 8778 efs 0.2778 cfs 14900 efs 2.98 8940 000 cf 29 800 efs 30 0778 efs' 0.2778 efs 15000 efs 3 9000 000 cf 30 000 efs 30.2778 efs 0.2778 efs Stage/Storage Table Page 4 Stage_ Storage24 Hawks at Yelm Unit Hydrograph 2.50 cfs -Inflow - Outflow 2.00 cfs 1 50 cfs f/) u.. () 1 00 cfs o 50 cfs o 00 cfs o Min 200 Min 400 Min 600 Min 800 Min 1000 Min 1200 Min 1400 Min 1600 Min Min Trench Water Elevation 175 1.5 1,25 0,75 0,5 0.25 o o ~ :r o o ~ :r N o o ~ S' w 8 ~ S' ... (]I 0) ..., g (0 - 0 0 8 0 8 0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ 0 S' :r :r :r :r :r ~ s- Time - - N 8 ~ :]' w o o ~ s- ... o o ~ 1- Elevation I 8 ~ s- Water Elevabon 24Hr _Graph Area ptl 1.28 ID dt 10 MiD Tc 5 MiD Pervious Area 2.090 Acre 1 CN 68 8 4 7058824 0.28 0.94118 Imoervious Area 0.670 Acre CN 98.0 8 0.2040816 0.28 0.04082 Total Area 2.760 Acre 'N...... Max Flow Total Runoff Volume 2760 CF 470 MiD I 0.205 CF8 I I I I Pervious Area Impervious Area I r Rainfall Accumulated Accumulated I Incremental Accumulated Incremental Total Instant I Desian Time Distribution Rainfall Runoff Runoff Runoff Runoff Runoff Fiowrate I Flowrate I o Min 0.0000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cis I 0.00 cfs 10 Min 0.0051 in 0.005 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cfs I 0.00 cfs 20 Min 0.0051 in I 0.010 in 0.000 in 0.000 inl 0.000 in 0.000 in 0.000 in 0.00 cis I 0.00 cis 30 Min 0.0051 in 0.015 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cfs 0.00 cis 40 Min 0.0051 in 0.020 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cfs 0.00 cis 50 Min 0.0051 in 0.026 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cis 0.00 cis 60 Min 0.0051 in 0.031 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cis 0.00 cis 70 Min 0.0051 in 0.036 in 0.000 in 0.000 in o 000 in 0.000 in 0.000 in 0.00 cis 0.00 cis 80 Min 0.0051 in 0.041 in 0.000 in 0.000 in o 000 in 0.000 in 0.000 in 0.00 cfs 0.00 cfs 90 Min 0.0051 in 0.046 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cis 0.00 cis 100 Min 0.0051 in 0.051 in 0.000 in 0.000 in 0.001 in 0.000 in 0.000 in 0.00 cfs 0.00 cfs 110 Min 0.0064 in 0.058 in 0.000 in 0.000 in 0.001 in 0.001 in 0.000 in 0.00 cis 0.00 cis 120 Min 0.0064 in 0.064 in 0.000 in 0.000 in 0.002 in 0.001 in 0.000 in 0.00 cis 0.00 cis 130 Min 0.0064 in 0.070 in 0.000 in 0.000 in 0.004 in 0.001 in 0.000 in 0.01 cis 0.01 cis 140 Min 0.0064 in 0.077 in 0.000 in 0.000 in 0.005 in 0.002 in 0.000 in 0.01 cis 0.01 cis 150 Min 0.0064 in 0.083 in 0.000 in 0.000 in 0.007 in 0.002 in 0.000 in 0.01 cis 0.01 cis 160 Min 0.0064 in 0.090 in 0.000 in 0.000 in 0,009 in 0.002 in 0.001 in 0.D1 cfs 0.01 cis 170 Min 0.0077 in 0.097 in 0.000 in 0.000 in 0.012 in 0.003 in 0.001 in 0.01 cfs 0.01 cfs 180 Min 0.0077 in 0.105 in 0.000 in 0.000 in 0.015 in 0.003 in 0.001 in 0.01 cis 0.01 cis 190 Min 0.0077 in 0.113in 0.000 in 0.000 in 0.019 in 0.003 in 0.001 in 0.01 cis 0.01 cfs 200 Min 0.0077 in 0.120 in 0.000 in 0.000 in 0.022 in 0.004 in 0.001 in 0.01 cis 0.01 cis 210 Min 0.0017 in 0.128 in 0.000 in 0.000 in 0.026 in 0.004 in 0.001 in 0.02 cis 0.01 cis 220 Min 0.0077 in 0.136 in 0.000 in 0.000 in 0.030 in 0.004 in 0.001 in 0,02 cis 0.02 cfs 230 Min 0.0090 in 0.145 in 0.000 in 0.000 in 0.035 in 0,005 in 0.001 in 0.02 cfs 0.02 cfs 240 Min 0.0090 in 0.154 in 0.000 in 0.000 in 0.040 in 0.005 in 0.001 in 0.02 cfs 0.02 cfs 250 Min 0.0090 in 0.163 in 0.000 in 0.000 in 0.045 in 0.005 in 0.001 in 0.02 cis 0.02 cis 260 Min 0.0090 in 0.172 in 0.000 in 0.000 in 0.051 in 0.006 in 0.001 in 0.02 cis 0.02 cfs 270 Min 0.0090 in 0.180 in 0.000 in 0.000 in 0.057 in 0.006 in 0.001 in 0.02 cis 0.02 cis 280 Min 0.0090 in 0.189inl 0.000 in 0.000 in 0.063 in 0.006 in 0.001 in 0.02 cis 0.02 cis 290 Min 0.0105 in 0.200 in 0.000 in 0.000 in 0.070 in 0.007 in 0.002 in 0.03 cis 0.03 cfs 300 Min 0.0105 in 0.210 in 0.000 in 0.000 in 0.077 in 0.007 in 0.002 in 0.03 cfs 0.03 cfs 310 Min 0.0105 in 0.221 in 0.000 in 0.000 in 0.084 in 0.007 in 0.002 in 0.03 cfs 0.03 cfs 320 Min 0.0105 in 0.231 in 0.000 in 0.000 in 0.092 in 0.008 in 0.002 in 0.03 cis 0.03 cis 330 Min 0.0105 in 0.242 in 0.000 in 0.000 in 0.100 in 0.008 in o 002 in 0.03 cis 0.03 cis 340 Min 0.0105 in 0.252 in 0.000 in 0.000 in 0.108 in 0.008 in 0.002 in 0.03 cis 0.03 cis 350 Min 0.0122 in 0.265 in 0.000 in 0.000 in 0.117 in 0.009 in 0.002 in 0.04 cfs 0.03 cis 360 Min 0.0122 in 0.277 in 0.000 in 0.000 in 0.126 in 0,009 in 0.002 in 0.04 cis 0.04 cfs 370 Min 0.0122 in 0.289 in 0.000 in 0.000 in 0.136 in 0.010 in 0.002 in 0.04 cis 0.04 cfs 380 Min 0.0122 in 0.301 in 0.000 in 0.000 in 0.146 in 0.010 in 0.002 in 0.04 cis 0.04 cfs 390 Min 0.0122 in 0.313 in 0.000 inl 0.000 in 0.156 in 0.010 in 0.002 in 0.04 cis o 04 cfs 400 Min 0.0122 in 0.325 in 0.000 in 0.000 in 0.166 in 0.010 in 0.002 in 0.04 cis 0.04 cis 410 Min 0.0172 in 0.343 in 0.000 in o 000 in 0.180 in 0.014 in 0.003 in 0.06 cfs 0.05 cis 420 Min 0.0172 in 0.360 in 0.000 in 0.000 in 0.194in 0.014 in 0.004 in 0.06 cis 0.06 cis 430 Min 0.0172 in 0.377 in 0.000 in 0.000 in 0.209 in 0.015 in 0.004 in 0.06 cis 0.06 cis 440 Min 0.0230 in 0.400 in 0000 in 0.000 in 0.229 inl 0.020 inl 0.005 in 0.08 cfs 0.07 cis 450 Min 0.0230 in 0423 in 0.000 in 0.000 in 0249 in 0.020 in 0.005 in 0.08 cis 0.08 cfs 460 Min I 0.0435 inl 0466 in 0.000 in I 0.000 in 0.288 in 0.039 in 0.009 in 0.16 cis 012 cfs 470 Min I 0.0691 in! 0.536 in 0.000 in I 0000 inl 0.350 inl 0.063 in 0.015 in 0.25 cis I 0.21 cis 480 Mini 0.0346 in! 0.570 in I 0.000 inl 0000 in! 0382 inl 0.032 in 0.008 inl 013cfs 0.19 cis 490 Min' 0.0230 in I 0593 inl 0.000 in I 0000 inl 0.403 in 0.021 in 0.005 inl 0.09 cfs 011cfs 500 Mini 0.0172 inl 0.610 in! 0.000 ini 0.000 inl o 419 in 0.016 in 0004 inl 0.06 cis' 0.08 cis 510 Mini 0.0172 inl 0627 in! 0.000 in! 0.000 inl 0435 in 0.016 inl 0.004 in' 0.06 cfsl 0.06 cis 520 Mini 0.0172 inl 0.645 in! o 000 in 0000 in! 0451 in 0.016 in 0.004 inl 0.06 cisl 0.06 cfs 530 Mini 0.0113 inl 0656 inl o 000 in 0000 In: 0462 In! 0011 inl 0003 inl 0.04 cfs I 0.05 cfs 540 Mini 0.0113 in! 0667 inl 0.000 in 0.000 in! 0472 inl 0.011 in! 0003 inl o 04 cis 0.04 cfs 550 Mini 0.0113 in' 0.678 in: 0.000 in 0000 inl 0483 inl 0.011 in 0.003 in! 0.04 cisi o 04 cfs 560 Min i 0.0113 inl 0.690 in! 0.000 inl 0000 in! I 0.011 inl 0.003 in! 0.04 cis 0.04 cis 0.494 inl 570 Mini 00113 inl 0.7011nl o 000 in I 0.000 inl 0.504 in' 0.011 inl 0.003 inl 004 cis! o 04 cis 580 Mini 0.0113inl 0.712 inl 0000 inl 0.000 in! 0515 in 0.011 inl 0003 in! 004 cis I 0.04 cfs 590 Min! 0.0113 inl 0.723 inl 0000 inl 0000 in! 0.526 inl 0.0111Oi 0.003 inl 004cis I o 04 cis __600 ~ 00113 inL__~~.~~____.Q:OOO in 1__q_0.Q.o.J~___~36 i!:l.L_Q011 ini 0.003 inl 0.04 cisl 0.04 cfs 610 Mini 001131n! 0.746 in! 0.000 inl 0.000 in! 0.547 inl 0011 inl 0.003 in! 0.04 cisl--0:04 cfs 0000 in! --- 0558 inl 0.011 inl OO~ 0.04 cis! 0.04 cis 620 Min I 0.0113in: 07571nl 0000 in! Accumulated Rainfall Page 1 BioMralion Pond 2 6 Mo Storm Area Pt 1.28 In dt 10 Min To 5Min Pervious Area" 4.860 Acre CN 68 8 4.7058824 0.281 0.94118 Impervious Area 1.220 Acre CN 98.0 8, 0.2040816 0.28 0.04082 Total Area 6.080 Acre Time Max Flow Total Runoff Volume 5113 CF 470 Min 0.373 CFS I I I I Pervious Area Impervious Area Rainfall I Accumulated Accumulated Incremental Accumulated Incremental I Total Instant Desian Time Distribution I Rainfall Runoff I Runoff Runoff Runoff Runoff Flowrate Flowrate I o Min 0.0000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 efs 10 Min 0.0051 in 0.005 in 0.000 in 0.000 in 0.000 in o 000 in 0.000 in 0.00 efs 0.00 efs 20 Min 0.0051 in 0.010 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 cfs 30 Mini 0.0051 in 0.015 in 0.000 in 0,000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 efs 40 Min 0.0051 in 0.020 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 efs 50 Min 0.0051 in 0.026 in 0.000 in 0.000 inl 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 cfs 60 Min 0.0051 in 0.031 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 cfs 70 Min 0.0051 in 0.036 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cfs 0.00 efs 80 Min 0.0051 in 0.041 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 cfs 0.00 efs 90 Min 0.0051 in 0.046 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.00 efs 0.00 efs 100 Min 0.0051 in 0.051 in 0.000 in 0.000 in 0.001 in 0.000 in 0.000 in 0.00 efs 0.00 efs 110 Min 0.0064 in 0.058 in 0.000 in 0.000 in 0.001 in 0.001 in 0.000 in 0.01 cfs 0.00 efs 120 Min 0.0064 in 0.064 in 0.000 in 0.000 in o 002 in 0.001 in 0.000 in 0.D1 efs 0.01 cfs 130 Min 0.0064 in 0.070 in 0.000 in 0.000 in 0.004 in 0.001 in 0.000 in 0.01 efs 0.01 efs 140 Min 0.0064 in 0.077 in 0.000 in 0.000 in 0.005 in 0.002 in 0.000 in 0.01 efs 0.01 efs 150 Min 0.0064 in 0.083 in 0.000 in 0.000 in 0.007 in 0.002 in 0.000 in 0.01 efs 0.01 efs 160 Min 0.0064 in 0.090 in 0.000 in 0.000 in 0.009 in 0.002 in 0.000 in 0.02 efs 0.01 efs 170 Min 0.0077 in 0.097 in 0.000 in 0.000 in 0.012 in 0.003 in 0.001 in 0.02 cfs 0.02 cfs 180 Min 0.0077 in 0.105 in 0.000 in 0.000 in 0.015 in 0.003 in 0.001 in 0.02 efs 0.02 efs 190 Min o 0077 in 0.113in o 000 in 0.000 in 0.019 in 0.003 in 0.001 in 0.02 efs 0.02 efs 200 Min 0.007 f in 0.120 in 0.000 in 0.000 in 0.022 in 0.004 in 0.001 in 0.03 efs 0.03 efs 210 Min 0.0077 in 0:128 in 0.000 in 0.000 in 0.026 in 0.004 in 0.001 in 0.03 efs 0.03 efs 220 Min 0.0077 in 0.136 in 0000 in 0.000 in 0.030 in 0.004 in 0.001 in 0.03 efs 0.03 efs 230 Min 0.0090 in 0.145 in 0.000 in 0.000 in 0.035 in 0.005 in 0.001 in 0.04 efs 0.03 efs 240 Min 0.0090 in 0.154 in 0.000 in 0.000 in 0.040 in 0.005 in 0.001 in 0.04 efs 0.04 efs 250 Min 0.0090 in 0.163 in 0.000 in 0.000 in 0.045 in 0.005 in 0.001 in 0.04 efs 0.04 efs 260 Min 0.0090 in 0.172 in 0.000 in 0.000 in 0.051 in 0.006 in 0.001 in 0.04 efs o 04 efs 270 Min 0.0090 in 0.180 in 0.000 in 0.000 in 0.057 in 0.006 in 0.001 in 0.04 efs 0.04 cfs 280 Min 0.0090 in 0.189 in 0.000 in 0.000 in 0.063 in 0.006 in 0.001 in 0.04 efs 0.04 efs 290 Min 0.0105 in 0.200 in 0.000 in 0.000 in 0.070 in 0.007 in 0.001 in 0.05 cfs 0.05 efs 300 Min 0.0105 in 0.210 in 0.000 in 0.000 in 0.077 in 0.007 in 0.001 in 0.05 efs 0.05 efs 310 Min 0.0105 in 0.221 in 0.000 in 0.000 in 0.084 in 0.007 in 0.001 in 0.05 efs 0.05 efs 320 Min 0.0105 in 0.231 in 0.000 in 0.000 in 0.092 in 0.008 in 0.002 in 0.06 efs 0.06 efs 330 Min 0.0105 in 0.242 in 0.000 in 0.000 in 0.100 in 0008 in 0.002 in 0.06 efs 0.06 efs 340 Min 0.0105 in 0.252 in 0.000 in 0.000 in o 108 in 0.008 in 0.002 in 0.06 cfs 0.06 efs 350 Min 0.0122 in 0.265 in 0.000 in 0.000 in 0.117 in 0.009 in 0.002 in 0.07 efs 0.06 efs 360 Min 0.0122 in 0.277 in 0.000 in 0.000 in 0.126 in 0.009 in 0.002 in 0.07 efs 0.07 efs 370 Min 0.0122 in 0.289 in 0.000 in 0.000 in 0.136 in o 010 in 0.002 in 0.07 cfs 0.07 efs 380 Min 0.0122 in 0.301 in 0.000 in 0.000 in 0.146 in 0.010 in 0.002 in 0.07 efs 0.07 efs 390 Min 0.0122 in 0.313 in 0.000 in 0.000 in 0.156 in 0.010 in 0.002 in 0.07 cfs o 07 efs 400 Min 0.0122 in 0.325 in 0000 in 0.000 in 0.166 in 0.010 in 0.002 in 0.07 efs 0.07 efs 410 Min 0.0172 in 0.343 in 0.000 in 0.000 in 0.180 in 0.014 in 0.003 in 0.11 efs o 09 efs 420 Min 0.0172 in 0.360 in 0000 in o 000 in 0.194 in 0.014 in 0.003 in 0.11 cfs 0.11 efs 430 Min 0.0172 in o 377 in 0.000 in 0.000 in 0.209 in o 015 in 0.003 in 0.11 cfs 011 efs 440 Min 0.0230 in 0.400 in 0.000 in 0.000 in 0.229 inl o 020 in 0.004 in 0.15 cfs 0.13efs 450 Min 0.0230 in 0.423 in 0.000 in 0.000 in 0.249 in 0.020 in 0.004 in 0.15efs 015cfs 460 Min 0.0435 inl 0.466 in I 0.000 inl 0.000 in I 0.288 in 0.039 in 0.008 in 0.28 efs 0.22 efs 470 Mini 0.0691 in 0536 in! 0.000 in 0.000 in 0.350 in 0.063 in 0.013 in 0.46 cfs 0.37 efs 480 Mini 0.0346 in 0.570 in! 0000 in 0.000 in! 0.382 in 0.032 in 0.006 inl 0.23 efs 0.35 efs 490 Min! 0.0230 in I 0.593 in 0.000 in o 000 in 0.403 In 0.021 in 0.004 in! 0.16efs 0.20 cfs 500 Min I 0.0172 inl 0.610 inl 0000 in 0000 inl o 419 in 0.016 inl 0.003 in I o 12cfs, 0.14cfs 510 Min! 0.0172 in 0.627 in! o 000 in 0000 inl o 435 in 0.016 in! 0.003 in 0.12efsl 0.12efs 520 Min I 00172 inl 0.645 in 0.000 in 0000 inl 0.451 in I 0.016inl 0.003 in o 12cfsl 0.12efs 530 Mini 00113 inl 0.656 inl 0.000 in 0.000 inL- -0462 inl 0.011 inl 0002 inl 0.08 cfsl 010 efs 540 Mini 00113inl 0667 inl 0000 in 0000 in! 0.472 in I 0.011 inl 0.002 in! 0.08 efsl 0.08 efs 550 Mini 00113 inl 0678 inl 0000 in 0000 inl 0483 in! 0.011 inl 0.002 inl 008 cfsl o 08 cfs 560 Mini 00113inl 0690 ini 0000 in 0.000 inl 0.494 In! 0011 inl 0.002 in 0.08 cfsi 0.08 efs 570 Mini 0.0113 in! 0.701 inj 0.000 in 0.000 in! 0.504 inl 0.011 in! 0.002 inl 0.08 efsi o 08 efs 580 Mini 0.0113 in! 0712 inl o 000 in 0.000 in! 0515inl 0.011 in! 0.002 in! 0.08 cfsi o 08 efs 590 Mini 00113 inl 0.723 in! 0000 in 0000 In! 0.526 in I 0.011 in! 0002 inl 0.08 cfsl 0.08 efs 600 Mini 00113 in! 0.735 in! 0.000 in 0000 in! 0.536 in! o 011 in 0.002 in! 0.08 efsi 0.08 efs ---61o-Minr-6~011~--'0746 in I ---0.000 in 0000 inl 0.547 inl b01~ 0002 inl 0.08 cfsl- O.:~ 620 Mini 0.0113 in! 0.751 inl 0000 in 0000 In I 0.558 in! 0011 in! '-0 002 in! 0.08 cfsi 0.08 cis Accumulated Rainfall Page 1 Biofiltration Hydroanalysis Area Pt 1.28 In Pervious Area 2.170 ACl'e CN 68 Impervious Area 1.070 Acre CN 98.0 Total Area I 3.240 Acre Time Max Flow Total Runoff Volume 4312 CF 470 Min 0.328 CFS , Pervious Area Impervious Rainfall Accumulated Accumulated Incremental Accumulated Time Distribution Rainfall Runoff Runoff Runoff OMin o 0000 in o 000 in o 000 in o 000 in o 000 in 10 Min o 0051 in o 005 in o 000 in o 000 in o 000 in 20Min o 0051 in o 010 in o 000 in o 000 in o 000 in 30 Min o 0051 in o 015 in o 000 in o 000 in o 000 in 40Min o 0051 in o 020 in o 000 in o 000 in o 000 in 50Min o 0051 in o 026 in o 000 in o 000 in o 000 in 60Min o 0051 in 0031 in o 000 in o 000 in o 000 in 70Min 00051 in o 036 in o 000 in o 000 in o 000 in 80Min o 0051 in o 041 in o 000 in o 000 in o 000 in 90 Min o 0051 in o 046 in o 000 in o 000 in o 000 in 100 Min o 0051 in o 051 in o 000 in o 000 in 0001 in 110 Min o 0064 in o 058 in o 000 in o 000 in o 001 in 120 Min o 0064 in o 064 in o 000 in 0000 in 0002 in 130 Min o 0064 in o 070 in o 000 in o 000 in 0004 in 140 Min o 0064 in o 077 in 0000 in o 000 in 0005 in 150 Min o 0064 in o 083 in o 000 in o 000 in o 007 in 160 Min o 0064 in o 090 in o 000 in o 000 in o 009 in 170 Min o 0077 in o 097 in o 000 in o 000 in o 012 in 180 Min o 0077 in o 105 in o 000 in o 000 in o 015 in 190 Min o 0077 in o 113 in o 000 in o 000 in o 019 in 200 Min o 0077 in o 120 in o 000 in o 000 in o 022 in 210 Min o 0077 in o 128 in o 000 in o 000 in o 026 in 220 Min o 0077 in 0136 in o 000 in o 000 in o 030 in 230 Min 00090 in 0145 in o 000 in 0000 in o 035 in 240 Min 00090 in o 154 in 0000 in 0000 in o 040 in 250 Min o 0090 in o 163 in o 000 in o 000 in o 045 in 260 Min o 0090 in o 172 in o 000 in o 000 in o 051 in 270 Min I 00090 inj o 180 in o 000 in o 000 in o 057 in 280 Min 00090 inl 0189 in, 0000 inl o 000 in o 063 in 290 Min I 00105 in! 0.200 inl 0000 in, 0000 inl o 070 in 300 Min 00105 in 0.210 in 0000 inl 0000 inl o 077 in 310 Mini 00105 ini 0.221 inl 0000 inl 0000 inl o 084 in , ---:- 320 Min I 00105 inl 0.231 in I o 000 in 0000 inl o 092 In 330 Min I 00105 inl 0.242 in I o 000 in! 0000 int 0100 in 340 Min p 0105 in! 0.252 in! 0000 inL 0000 in! 0108 in -- 350 Min I 00122 inl 0.265 in I o 000 in! 0000 inl o 117 in 360 Min I 00122 in! 0.277 inl 0000 in! 0000 inl 0126 in ____l 0.289 in I 0000 inl 370 Min I 00122 ini 0000 inl 0136 in Accumulated Rainfall Page 1 Biofiltration ~ proiect file WorKsheet floW E\ement Method Solve for g:\yelm 1 ~ 9Welm 1m2 \-\aWKS convayance Circular Channel Manning's Formula Dischafoe -~- Mannings coeffIcient Channel Slope Depth Diameter 0009 o 002000 ft/ft ~ 00 ft ~ 2 00 in ~ Discharge flow p...rea Wetted perimeter i op Width critical Depth percent full critical Slope velocitY velocitY \-\ead specific Energ-y froude Number Ma)(imum Discharge full FloW capacit'Y full floW Slope FloW is subcriucal 2 ~O cis o 19 ft2 ~ ~4 ft o ~e-7 ft o 65 ft ~ 00 00 o 003509 ft/ft 2.9~ ft/s o ~~ ft ~n ft o ~ e-~ 2.48 cfs 2.30 ds o 002000 ft/ft storm capacity WorKsheet for CircU\ar Channe\ (011\ F ) " ./ '-; I v' r,)";:., c..f FIoWMaster "1/5.17 page 1 of 1 AcademIC EdItion eM""d ".,MdS. 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C ,I 4- -r------. ::) t.t~ 3 6i ::',43 'X 2 {p 'f.. 1,4-?> r c.'1 s ::::. / ~3 r-J ---- (/ (JJJ /0 - ,',"\ ~~ Co A- r a ct.. :- 0J , / .<1' ' -~ ...:...-."'~' .-- T - 10 I C, - j , i/-'\ i H ):10 () - --,. y -' ./ t--, c~ 07 'c 7 k? /' 1:::- 1.../ . ~ ~. Y(#lit City of Yelm Public Works Department Work Order Date: ~'//4 t) I . , Received by: Assigned to: P l'<.('l..'-.lQ. .\='v" 6 ~\'S -- 'm.l. \ \ \- ~'i cu..!.) . of'~ 0 cl- l,cc-"-.k""-}SlJ)l,\.C v-- Requested work: U.'Y\.t./) -\y\:)'yv\ \\f,\\\\ ''L~_. L\..(SlJ.J\t, Hy-tm ~A-C-(j\0<'~ \'-\vl! '"I <f:j) 7 I Comments: \:J:A.1' -;-:){l,/r-' L0\~\ $~(J( \'\-t; \J'~~~) \\ C \.l\JCi{\~6 D~ I g J D I _t~V f\.{-\-eV!XVy\ COlnplete date: by: \ \ C'-..r\/\J\ l_ ~ < ~ ~" \ UV~ 04/30/01 MaN 09 07 FAX 1 360 832 2978 HERITAGE HOMES & LAND 141001 Facsil'l1.il,e T..ansnaittal HERITAGE.frOMES & LAND, INC. Pager 253-305-931 t~ Business 360-832-~l8:17 Fax 360-832-2978 PO Box 1269 Eatonville~ WA 98328 Date: / --q 30 A t" I tten Ion: j-.... / / ~/Am~. !I1t.~RIII1/ ~,.(v t~Or; From'2)mv ~ U IV 0 Number of pages (f!:l.eluding this cover): "2- Comment(s): - / J>>~ ,~'0 .~ UJ0 t;::"- _D N iZ ~ Ct.v ~I~ D~.~ ~c;~ fjlU~ J~' J~rr} ~ , 0-- ~~~ Reply requested: D :Yc~s D No a Thurston GeoDA T A Center/lnteracttve Map C> tlfj1A!(5 Levncit'red- Page 1 of 2 Thurston GeoData Center Click on Map to o Zoom In @ Zoom Out Zoom Factor" p- O Describe a Parcel o Describe a Layer o Measure Distance o Measure Area Zoom I fI.J1LQPl./nty_Ylew Search By' Address Do not use road suffix (ie St. or Rd ) I I I I I I I Street Name (ie 5th or Evergreen Park) lnone o DIsplay Aenal Photos D DIsplay Parcel Text Show other map layers? ""! ---l Street Number (ie 921) Quadrant (ie NW or SE) Redraw Only 11 digit Parcel Number" Section (ie 05182w) Survey Target#/Name CAPCOM Grid# (ie V-14) Submit I Label Parcels With? I ~ County Ordinance$ ()ata I)e$criptions I Help I What's New TGC Home Info I Assessor Qq~stions _Sc:01ogy Shore.Hn~ Ph()tograp~s ml..!hllr~ton (;ounty GPS Basestation Helpful You are visitor 235,573 with map request 3,520,414 since. April 24, 1998 ./esnmap dll ?name= TGCMAP &Left= 1110715 11977151&Bottom=590424.368003505&RIght=4/18/01 Thurston GeoDATA CenterlInteractIve Map Page 20f2 " 00 WARNING: Parcel Data was last updated on Saturday, Mar 24,2001 DISCLAIMER: Thurston GeoData Center makes no guarantee of data accuracy and assumes no liability for the data represented here. If questions arise regarding accuracy please contact Thurston County staff. Please do not bookmark this page! Bookmark our home page instead! ./esnmap dll ?name= TGCMAP &Left= 1110715 11977151&Bottom=590424.368003505&Rlght 4/18/01 PO Box 479 Yelm. WA 98597 360-453-8403 -, Q 1") 6 3 RECEIPT No. ..L U L . RECEIVED *** SIX HUNDRED D ;:, I; (10 CENT;:; RECEIVED FROM HEi.8.IT1\GE HOlm;::; F{ IddJD INC PO IV1X 1;.69 BATONVILLE WA g8328-1iG~ DATE REC NO AMOUNT REF NO Q}4/11/((:11 18.,63 600. ~30 CHECh 6:3 :3 MISCELLANEOUS RECEIPT J~NINE ~EPITArE HnMES AND LAND I E~GINEEPING QFRVICES ~ City of Yelm, Community Development POBox 479 Yelm, WA 98597 (360) 458-3835 fax (360) 458-3144 Invoice No COD01-OOl INVOICE ~ Customer Name Heritage Homes & Land Inc. Address POBox 1269 City Eatonville State WA Phone 360-832-8877 Date Order No. Rep FOB 3/1/01 SUB-00-8254- YL ZIP 98328 Qty Description Unit Price TOTAL Bill from SCA Consulting Group for Professional Services. This invoice includes charges for reviewing preliminary plat roadway alignment to SR507 and 104th Ave., preparing alignment alternative and meetings with developer and city staff 1 Please note City of Yelm Fee Schedule attached. $600.00 $600 00 SubTotal $600 00 Payment Details Shipping & Handling $000 0 Cash Taxes WA 0 Check I TOTAL $600.00 IOffifb~;r1 t~ ~ Please make check payable to the City of Yelm. . . / / 677 Woodland Square Lp SE Lacey, WA 98503 POBox 3485 Lacey, WA 98509-3485 (360) 493-6002 (888) 493-6002 Toll Free (360) 493-2476 Fax e-mail sca@scaengrcom www.scaengrcom ? ...!/~~ i j.:':( // IL V I ~I 1" ;;.", A/'l / !f' C" City of Yelm POBox 479 Yelm, W A 98597 InVOlce #' 17734 invOIce Date, 2/16/0 I 002 Charge $600 00 Professional Services Totals Total $600 00 Finance Charges: Retamer Apphed. *** Total Project InvOIce Amount $000 $000 $600.00 [j t. S Cl t3 U i L C . (~[.J i j.. ('J [; I" P t:, f'l ~.:; rJ C p, r J.-\ T i (J [\1 E 'J (.; r r.j c E R f ~'J r . P L!:.. f'>j i\J I f'i G . 5 U R J E ( i i\j G Attention. CathIe Carlson ProJect: Billing Group 00006 Yelm Development Re"iew - 2000 Bruno Subdivision - Traffic Review Professional ServicesJor the Period. 1/15/01 to 2/9/01 This invoice includes charges for reviewing preliminary plat roadway alignment to SR507 and 104th Avenue, preparing alignment alternative and meetings with developer and city staff Professional Services PnncIpal Rate $15000 Hours 400 City of Yelm Community Development P.O. Box 479 Yelm, W A 98597 (360) 458-3835 (360) 458-3144 FAX Memorandum To: Hentage Homes & Land Inc. From: TamI Mernman, Planmng TechmCIan Date: 3/1/01 Re: Invoice for ProfeSSIOnal ServIces, Hawks Landmg Attached please find Invoice No CDD01-001 m the amount of $600 00 for ProfeSSIOnal ServIces regardmg reVIew of Hawks Landmg prehmmary plat roadway alignment. Please make your check payable to the City of Yelm and mail to City of Yelm Commumty Development Attn. TamI Mernman PO Box479 Yelm, W A 98597 If you have any questIOns please don't hesItate to call me Thanks, TamI 1 YELM DEVELOPMENT FEE SCHEDULE [All applications are subject to additional professional review and consultation fees] 1 SUBJECT APPLICATION FEE Presubmission Conference No Fee Annexation Initiating Petition No Fee "Simple" Annexation "Complex" Annexation $ 350 00 $125000 Appeal 2 Staff Decision Commission Decision $ 50 00 $ 100 00 Binding Site Plan/Site Plan Review/Design Review Mobile Home Park Multi-Family/Condominium Commercial Site Plan Industrial Site Plan $ 250.00 + $50.00 space $ 350 00 + $50.00 per unit $ 350.00 + $50 00 per 1000 sq ft of gross floor area $ 350 00 + $150 per acre Conditional or Special Use/Substantial Shoreline Development Home Occupation $ 500 00 $ 50 00 $ 500 00 Ordinance Text Amendment Planned Development District $ 750.00 + $25 00 unit Plats Boundary Line Adjustments Large Lot Short Plat Preliminary Full Plat Final Full Plat Minor Amendment $ 100.00 $ 250 00 + $1 0 00 per lot $ 250.00 + $50 00 per lot $ 750.00 + $25 00 per lot $ 75000 $ 350.00 State Environmental Policy Act (SEPA) Environmental Checklist Environmental Impact Statement $ 150 00 $1500.00 Vacation of Plats, Right-of-Way & Easements $ 100.00 plus $ 250 00 if approved Transportation Impact Analysis Data $ 250.00 $1000 00 $ 500 00 Variance Zoning Map Amendment (Rezone)/Shoreline Designation 1 Engineering services-$75/hour and Legal services-$1 OO/hour as necessary for review or as requested by applicant 2 Appeal fees are subject to up to a 50% refund at the discretion of the final decision-maker upon finding in favor of the appealing party Fees may be reduced or waived by the City Council upon a finding of general public benefit Combined muttiple applications, excluding environmental review, annexations and TIA Data, submitted concurrently are discounted by 50% for all fees greater than the highest individual fee. / The above fees do not include construction permrts, recording costs and fees of other agencies, PASSED AND APPROVED' SEPTEMBER 25,1996 CITY OF YELM RESOUL TION 238 AMENDED' 7/8/92 RES 249 8/12192 RES 260 8/12192 RES 261 1/27/92 Res, 276 " \~ . ' . .~, tp ~ -, lO - - ;0 -- .- <: - t >-:: .- 'e<) - i~ ---' - -' - : - ~, :.. ; , _ .4-(.. =., ~r =:1 I I I ~l =\ ~\ i \ \ I .::: o .:; , ' c~ ., G 0 0i <: ::2 .~ JJ ~ -., ,-~' ,<.-.: " ?:: :=1 .~ , . ---- 0 '').: . >: (;.l n ;.., ~ -.... rri ,~ (' ~. :=1 ~ ~--'- ~ ~ ~-' z ~ :n ~ m () [J .--\ -'- Z ;W '-' d n I::"j :--i '-:j .~ > l~ S $"1 52 I:::: Z -i i:2:) I.'q ;::-: ~ o ~ :::: 3 ,....) ~~-- \ ~"'-'\ ~ ;'e1~ ~" \ \~\I ~~~ ~ ..~...~V} (:':':1 l~t('< /U'I I,;:: J i, I //! ;;1\ az i //'''''_'';;'~Z~; L ,_ ~;Y.a\ Fi. ~~~ ~'p;d y ~~ :) ~ :_~ ~ _ ~ ~ ,.,-J - S;>~ L ':-Z< ~g~ 7fZ\ ? G.,''''' ;:::"'.1 ',- ~ ,.'t;) - ;----,'"",," -", '~ "T] e~ c: z G ~...; ;-n ;; z o ~ m (j !!! ""'" .., -1 ~ :..; ;-........:<1 CT) ......-, City of Yelm 105 Yelm Avenue West POBox 479 Yelm, Washington 98597 (360) 458-3244 Date To From Re November 22, 2000 Mayor Wolf and City Council Members Cathie Carlson, Community Development Director Hawks Landing Preliminary Plat, SUB-00-8254-YL LIST OF EXHIBITS. Exhibit I - Site Plan Exhibit II - Public Hearing Notice Exhibit III - Determination of Non-Significance STAFF REPORT - SUMMARY STATEMENT AND DEPARTMENT RECOMMENDATION. Staff recommends the City Council approve the above referenced project as forwarded by the Yelm Planning Commission which is based on the following Based on the analysis and findings presented in the Planning Commission staff report dated November 13, 2000, the public testimony received at the Public Hearing, November 20, 2000, and as conditioned below, the Planning Commission has determined the proposal meets all land use codes and development requirements of the City of Yelm and is consistent with the Yelm Comprehensive Plan Conditions of Approval Sewer 1 The property is located within the Mill Pond LID District. This property has been assessed a total of 60 ERU's within the LID ERU's within the LID are at a cost of $1,82315/ERU, paid on an annual basis over 15 years In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance All ERU's require an Inspection with a fee of $14500 per ERU also payable at building permit issuance 2 Existing sewage systems located on-site shall be abandoned per Article IV Rules & Regulations of the Thurston County Board of Health Governing Disposal of sewage 3 The property is subject to a latecomer's agreement between the City ofYelm and NisquallY Estates dated January 13, 1999, for a sewer Ime extension The applicant shall pay the latecomer in the amount of $$11,79832 prior to final plat approval 4 The S T E P System shall be deSigned to City standards The applicant shall submit final civil plans to the Public Works Department for review and approval Water 5 The Proponent shall connect to the City's water system There is an existing 10" watermain located along Highway 507 Water ERU's (equivalent resldenttal units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1,OOO/ERU (fee subject to change) inside city limits One ERU would be charged to each residential building lot. These fees are payable at building permit issuance 6 Existing wells on-site shall be abandoned per Department of Ecology standards and documentation submitted to the Thurston County Health Department for review 7 Water rights for the abandoned wells shall be dedicated to the City of Yelm 8 The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a water main extension The applicant shall pay the latecomer in the amount of $13,711 19 prior to final plat approval 9 All open space areas and planting strips shall have an irrigation system with a separate water meter( s). The applicant shall submit final civil plans to the Public Works Department for review and approval Stormwater 10 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm Best Management Practices (BMP's) are required during construction The applicant shall compile a final storm water report along with construction drawings 11 The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval 12. The stormwater system shall be held in common by the Homeowners The Homeowners Agreement shall include provisions for the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities. 13 WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre- developed site Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual Transportation 14 The applicant shall complete all street improvements as identified in the Mitigated Determination of NonSignificance 15 Frontage improvements are required for this project. Frontage improvements shall be consistent with the City of Yelm's Development Guidelines Frontage improvements for Highway 507 shall be consistent with the section "major arteriaf' Interior street improvements shall be consistent with the section "local access residentiaf' 16 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which IS payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and Page 2 of 4 land use application for the site Fire 17 The applicant shall submit fire flow calculations for existing hydrants. All hydrants must meet minimum City standards ! 18 The applicant shall submit a fire hydrant plan to for review and approval Lot Setbacks 19 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained Open Space 20 The applicant shall provide open space on site in the location and equivalent to the area required for the future Y2 right-of-way 21 The applicant shall submit a final improvement plan for the open space The plan shall demonstrate compliance with Chapter 14 14 050 Landscaping 22 The applicant shall submit a final landscaping plan to include the perimeter of the project site, planter strips, open space and stormwater facilities Environmental 23 The applicant shall comply with the mitigation of the MONS issued on October 19, 2000 Subdivision Name and Property Addresses 24 The applicant shall submit a subdivision name The City will forward the name to the Thurston County Records Department for approval 25 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing General Public Works 26 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required All lighting design will be submitted to Puget Sound Energy for review and approval 27 The applicant shall submit a grading plan for review and approval prior to anyon-site grading 28 The applicant shall contact the Olympic Air Pollution Control Authority, 909 Sleater-Kinney Rd SE, Suite 1, Lacey, WA 98502, (360) 438-8768 to secure any necessary permit(s) for the removal of materials containing asbestos and/or lead paint. Prior to issuance of a city building permit the applicant shall demonstrate compliance with any OAPCA requirements 29 The applicant shall submit a demolition plan for all structures on the project site The demolition plans shall address the presence of asbestos and lead paint. Any buildings containing asbestos and/or lead paint shall be demolished In accordance with all applicable state and federal laws and regulations Page 3 of 4 PROPOSAL Project Applicant: Dan Bruno, Heritage Homes & Land Inc Proposal The applicant proposes to subdivide 15 58 acres into 60 single family residential lots and one, one acre commercial lot. The proposed plat includes stormwater facilities, open space and new streets Location The project site is located on the southeast side of Hwy 507 just south of Mill Road The project site includes 3 parcels for a total of 15 58 acres 30. PLANNING COMMISSION ACTION The Yelm Planning Commission held a Public Hearing regarding the proposal on November 20,2000 After review of the staff report, public testimony and discussion, the Planning Commission recommended the City Council approve the project with the conditions of approval as listed above 31. COUNCIL ACTION The City Council may take on of the following actions approve Case #3UB-00-8254- YL as forwarded by the Planning Commission, approve the project with modifications to the conditions of approval, return the application to the Planning Commission for further review, or deny the land use application Page 4 of 4 tJ) ~ - Shll\ , 01 4 I'Rt\J\.\\IlAR"( 1'\Jt. i Of .~~~~~~~}t~~~.", ~~ ""...............~ .......-"~-- ~ -;El<"e.o.l, o~1IJIl :;. 't ::.r o:,":::.;::";t..':~" .:r. ......._.1 ,,<rR\?~ ~ ..""",",,'" ~_.~ ~~~~~~fOl.~' ~lIIOl ~~ an (J ~~'~'.oJt) Ml'Vl. IlC. ,1\7Itnl"~ " ;IQ. ;;..c<" """,,,,,,",,'" ~ ",c~,lJ{ ~~:-:;:~~ ~~tCJO'l'''~l.lilll'~~'~ ,Q6t>~" ~rU. ~ ... ......',.. "'" ;:::",,;:_. >If,t>.,cr(l1"1'$1'VJ'~",,'loGOl)\MI.l1"'1IE ~.ol"'tI~~"o(l~t' .~'?c \ S'flA9Ol~ ~'" . ...... .... ~_... ..... 1> ""..,..... _.- ."."""..,....."....... --'- ."."""........... o ~ (0 . . ~ G:I C c: ~ r l .~ ~ 200 S\I( \NfORI<\I>-I\ON. ,.RC,L "V"BER .2\n~_\1000'l. \10\00 .. \\1000 Zc<<II-lC-" ~..4 SOiOO\- DlSm1Cr. 'I't~ ~ 'ft ~ ,II'{ O'S""Cr..~';;. di 'It~. ~,.. rtY CI'N C1 'ftI.\I; Ii"" P"Gtt SOONC tNpo.O" PO,,('''' .... ... '/tV' ro.t~"()<t CO. rtUP>iC"C P"oCt SOO"O (NtRO" ~J iili.~~'" ~~C~~~^C~ \&~ .ot,.,1 ~J,o~l "Oll' ..,&0' saf'! 5l'~1 LOl ~zt ....~,4<lO " .v(1VGt LOl ~zt "'~i~O{ci:f'!. \\~.S6" ,CRtS) TOl"" ~rt .RE' &~ ai~i:J>S. r:;J~L,' C~>:'oW~1ft ,pf,' ~ ""cPOSiO 'f".\~' ~;< ~ :r:'~),eo2' .... (' ~::/:.:~- /' I ,",i , / /' ,/ \ . \ \ , ,,-, . , ....1 , ~~~::.",. ,att. * 1V<'\,tfCII\ ,.rl'''' ..........-... .,c.t't'.. 1Vo1V.'IOl' 'Z o .c:. ('Q "3 r:r ('Q ""'\ .'" "- '-_/ " , " CITY OF Y ELM EXHIBIT II . ~UtsLJl, nl::AKlN\.:J .,.u "U SUB-00-8254-YL NOTICE OF PUBLIC HEARING YELM PLANNING COMMISSION DATE: PLACE. PURPOSE: Monday, November 20, 2000, 4:00 p.m. Council Chambers, City Hall,105 Yelm Ave W., Yelm WA Public Hearing to receive comments on a preliminary plat for a 60 lot Residential Subdivision and one acre commercial lot, Case t1SUB-00-8254-YL APPLICANT: Heritage Homes & Land, Inc. PROJECT LOCATION: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA The Yelm Planning Commission will hold a public hearing to receive comments on a preliminary plat application to subdivide 15.58 acres into 60 single-family residential lots and one commercial lot. The subdivision includes open space, stormwater facilities and new public streets. The Planning Commission will make a recommendation of action the City Council. The City Council will act upon the Planning Commission's recommendation at their December 14, 2000, regulariy scheduled meeting. Testimony may be given at the hearing or through any written comments on the proposal, received by the close of the public hearing on November 20, 2000. Such written comments may be submitted to the City of Yelm at the address shown above or mailed to City of Yelm, PO Box 479, Yelm WA 98597. Any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Ave W., Yelm WA. For additional information, please contact Cathie Carison at 458-8408. It is the City of Yelm's policy to provide reasonable accommodations for people with disabilities. If you are a person with a disability in need of accommodations to conduct business or to participate in government processes or activities, please contact Agnes Bennick, at 360-458-8404 at least four (4) working days prior to the scheduled event. All Planning Commission meetings are audio taped, for information on obtaining a copy please call Yelm City Hall at (360) 458-3244 ATTEST City of Yelm Agnes Bennick, City Clerk DO NOT PUBLISH BELOW THIS LINE Published in the Nisqually Valley News: Friday, November 17, 2000 Posted in Public Areas' Thursday, November 9, 2000 Mailed to Adjacent Property Owners: Thursday November 9 2000 I Date: November 13, 200 / I .. ~!..o.. . ....--... EXHIBIT III SUB-00-8254-YL \ SEPA NO' 8254 MmGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & land Inc. Description of Proposal: Subdivide 15.58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application. Location of the Proposal: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. SectionIT ownship/Range: NE 1/4, Section 25, Township 17N Range 1E. Threshold Determination: The City of Yelm as lead agency for this action has determined that this proposal does not have a probable signifICant adverse impact on the environment. Therefore, an environmental impact statement (EIS)will not be required under RCW 43.21C.030(2Xc). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. ConditionsIMitigating Measures: SEE ATTACHED Lead agency- Responsible Official: CityofYelm Shelly Badger, City Administrator Date of Issue: Comment Deadline: October 19, 2000 5:00 p.m., November 1, 2000 s!!:x.~~t: This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2), Comments must be submitted to Catherine Cartson, Community Development Director, at City of Yelm, 105 Yelm Ave, W., POBox 479, Yelm, WA 98597, by 5'00 p.m., November 1, 2000 The City of Yelm will not act on this proposal prior to 4'00 p,m., November 20,2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5'00 p.m., November 8. 2000. You should be prepared to make specific factual objections. Contact Cathie Carlson, Community Development Director, to learn more about the procedures for SEPA appeals. This MONS is not a permit and does not by itself constitute project approval. The applicant must comply with all applicable requirements of the City ofYelm prior to receiving construction permits which may include but are not limited to the City of Yelm Comprehensive Plan, Zoning Title (17). Critical Areas Ordinance (14 08), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards Platting and Subdivision Title (16), and the Shoreline Master Program DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News Friday October 27 2000 Posted in public areas October 19 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners October 19 2000 Oept of Ecology w/checkllst October 19 2000 I Date' November 13, 2000 . ......".. ..~. .. EXHIBIT III SUB-00-8254-YL ATTACHMENT SEPA CASE NO 8254 This Mitigated Determination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following: . Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Ine) . Preliminary Storm Drainage and Erosion Control Report (prepared by William R. Moats, P.E.) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc.) And the following conditions: 1 The proponent shall mitigate transportation impacts based on the new residential p.m. peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1.01 new peak hour trips per residential unit The proponent will be responsible for a TFC of $757.50 which is payable at time of building permit The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site. 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design. The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 OO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access. C Install a right-turn taper eastbound for the commercial site The location and type of access for the commercial site shall be determined at time of land-use application for a commercial use 4 The developer shall enter Into an agreement with the Yelm School Dlstnet to mitIgate project impacts to the school distncL \ Date: November 13, 200~ NOTICE OF PUBLIC HEARING YELM PLANNING COMMISSION DATE PLACE PURPOSE' Monday, November 20,2000,4.00 p.m. Council Chambers, City Hall, 105 Yelm Ave W., Yelm WA Public Hearing to receive comments on a preliminary plat for a 60 lot Residential Subdivision and one acre commercial lot, Case #SUB-00-8254-YL APPLICANT Heritage Homes & Land, Inc. PROJECT LOCATION Southeast side of Hwy 507 just south of Mill Road, Yelm, WA The Yelm Planning Commission will hold a public hearing to receive comments on a preliminary plat application to subdivide 15 58 acres into 60 single-family residential lots and one commercial lot. The subdivision includes open space, stormwater facilities and new public streets The Planning Commission will make a recommendation of action the City Council The City Council will act upon the Planning Commission's recommerdation at their December 14,2000, regularly scheduled meeting I Testimony may be given at the hearing or through any written comments on the proposal, I received by the close of the public hearing on November 20, 2000 Such written comments may be submitted to the City of Yelm at the address shown above or mailed to City of Yelm, PO Box 479, Yelm WA 98597 Any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Ave W , Yelm WA. For additional information, please contact Cathie Carlson at 458-8408 It is the City of Yelm's policy to provide reasonable accommodations for people with disabilities If you are a person with a disability in need of accommodations to conduct business or to participate in government processes or activities, please contact Agnes Bennick, at 360-458-8404 at least four (4) working days prior to the scheduled event. All Planning Commission meetings are audio taped, for information on obtaining a copy please call Yelm City Hall at (360) 458-3244 ATTEST City of Yelm Agnes Bennick, City Clerk DO NOT PUBLISH BELOW THIS LINE Published in the Nisqually Valley News Friday, November 17, 2000 Posted in Public Areas Thursday, November 9, 2000 MaIled to Adjacent Property Owners Thursday, November 9, 2000 ~ w Washington State Department of Transportation Sid Morrison Secretary of Transportation Olympic Region Headquarters 5720 Capitol Boulevard, Tumwater POBox 47440 Olympia, WA 98504-7440 (360) 357-2600 Fax (360) 357-2601 November 20,2000 Ms Cathenne Carlson City of Yelm Commumty Development DIrector 105 Yelm Ave W PO Box 479 Yelm, W A 98597 RE SR 507, M,P 2794 RIght VicInIty Hawks Landmg E C File No 2000084- T Dear Ms Carlson In revIewmg the above-mdIcated project WSDOT offers the followmg comments as the project relates to safe operatIOn of SR 507 . Regardmg condItIOn 2 Weare requestmg that the access to the Hawks Landmg Development and 104th Ave SE be combmed mto a smgle access pomt onto the State lughway . We concur wIth the left turn lane mdIcated m condItIOn 2B, except that we request the nght turn taper be turned mto a nght turn pocket In addItIOn, a westbound acceleratIon lane will need to be added to the left turn lane per WSDOT DesIgn Manual. . CondItIOn 2C, will reqUIre a turn pocket mstead of eastbound taper mto the sIte per WSDOT DesIgn Manual. If you have any questIons regardmg thIS determmatlOn, please call T J Nedrow at (360) 357-2728 Smcerely, ~L C $1;~/~ DALE SEVERSON Development ServIces Engmeer WSDOT, OlympIc RegIOn DS tJl1 City of Yelm 105 Yelm Avenue West PO Box 479 Yelm, Washington 98597 (360) 458-3244 Date. November 13, 2000 To. Planning Commission From: Cathie Carlson, Community Development Director Re: Hawks Landing Preliminary Plat, SUB-00-8254-YL LIST OF EXHIBITS: Exhibit I - Site Plan, dated November 8, 2000 Exhibit II - Public Hearing Notice Exhibit III - Mitigated Determination of Non-Significance Exhibit IV - Yelm School District letter dated September 27, 2000 A. PUBLIC HEARING OBJECTIVE: The Planning Commission must determine if the proposed project is consistent with the City of Yelm's Comprehensive Plan and applicable Municipal Code(s). After consideration of the facts and public testimony the Planning Commission must take one of the following actions. request additional information from the applicant and/or staff, continue the public hearing or make a recommendation of action to the City Council B. PROPOSAL: The applicant proposes to subdivide 15 58 acres into 60 single family residential lots and one, one acre commercial lot. The proposed plat includes stormwater facilities, open space and new streets. C. DEPARTMENT ANALYSIS AND FINDINGS: 1 Proponent. Dan Bruno, Heritage Homes & Land Inc. 2. Location. The project site is located on the southeast side of Hwy 507 just south of Mill Road The project site includes 3 parcels for a total of 15 58 acres. 3 Public Notice Notice of the Public Hearing was published in the Nisqually Valley News on November 10,2000, and posted in public areas on November 9,2000 The notice was mailed to adjacent property owners and the applicant on November 9, 2000 4 Existing Land Use. Zoning and Densitv There is currently one house on the northeast corner of the site that is proposed to be removed and one house located on the western corner of the site along Hwy 507 that is currently used as a commercial building The site is zoned Low Density Residential (R-4), Chapter 1712 and C-1 Commercial, Chapter 17 26 The applicant proposes to divide the 1558 acres into 60 single family residential lots and one, one acre commercial lot. In the R-4 District the maximum density is four (4) unIts per acre As proposed the density of the project IS four units per acre 5 Lots Size and Setbacks. The R-4 District does not have a minimum or maximum lot size but it does have standard yard setbacks It appears all lots can meet minimum setback requirements. 6 Adiacent Land Uses and Zoning. Properties surrounding the project site are zoned R-4 and Institutional District ( Mill Pond School). Uses of the adjacent land ranges from rural residential to low density residential and a school site 7 Open Space. Chapter 16 14 requires a minimum of five percent of the gross area be dedicated as open space, which is 0 78 of an acre The proposed open space is approximately 1 08 acres and will be dedicated to the City of Yelm. The open space must provide one or more of the following uses environmental interpretation or other education, park. recreational land, or athletic fields, off-road footpaths or bicycle trails; or any other use found by the City to further the purposes of the open space chapter The area to be dedicated as open space is the future transportation corridor for the Y2 improvement. At such time the open space is purchased for the Y2 right-of-way the City will either provide open space of equal value within a close proximity of the site or pay a fee-in-Iieu of which would be spent on improvements to an existing park or towards the purchase of additional open space An existing ingress/egress easement for the Yelm School District exists within the area designated as open space and the future Y2 corridor After consultation with the school district it was agreed to abandon the existing easement if the plat was designed so that the internal road system would provide future access to the school district property The applicant has not indicated at this time what improvements will be made to the open space to meet minimum standards as stated above 8 Schools. New residential units create a demand for additional school services and facilities. The Yelm School District requests that the developer enter into an agreement with the school district for the payment of mitigation fees based on the project's impact. This request became mitigation of the Environmental Determination. 9 Transportation and Site Access. The property fronts on Hwy 507 with a small area in the northeast corner adjacent to 104th Street. The site plan has been revised to include one access to the residential area from Hwy 507 and provides a future connection to 104th Street. The commercial site will have one access from Hwy 507 The commercial site would not be accessible by automobiles from the interior of the subdivision As discussed in the open space section above along the southern property line is an ingress/egress easement to the school property located to the east of the project site The School District has agreed to the relocation of the access via the proposed internal public road (See Exhibit IV) A Traffic Impact Analysis was submitted for the project which identified impacts at the site accesses. Improvements to Hwy 507 are required to address the safety impacts to Hwy 507 generated by the development. The specific improvements are required as mitigation in the Mitigated Determination of NonSignificance issued for the project (See Page 2 of 7 ;7"""_.["''--~------ Exhibit III) In addition to the improvements to Hwy 507, the completed project will increase traffic and impact the City's transportation system Chapter 1540, Concurrency Management, requires all development to mitigate impacts to the City's transportation system A single family home generates 1 01 p.m peak hour trips per unit. The Transportation Facility Charge per unit is $757 50 and payable at time of building permit. 10 Parking. Chapter 17 72, Off-Street Parking and Loading, requires a minimum parking ratio of two spaces per unit. The developer is proposing at a minimum to provide parking accommodations for at least two vehicles on each residential lot. 11 Wastewater The project site is in the Sewer Service Area but is currently not connected to the City's STEP sewer system There is an existing 6" collection line available along the property frontage of Highway 507 The connection of the project site to the sewer line is subject to a latecomers fee of $11,798.32. The existing on-site structures are currently served with on-site sewage systems. The applicant is proposing to remove the homes and abandon the systems. The property is located within the Mill Pond LID District. This property has been assessed a total of 40 ERU's within the LID ERU's within the LID are at a cost of $1,823 15/ERU, paid on an annual basis over 15 years. In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance. All ERU's require an inspection with a fee of $14500 per ERU also payable at building permit issuance. 12. Water Supply The project site is in the City's water service area but is currently not connected to the City's Water system There is an existing 10" watermain available along the property frontage of Highway 507 The connection of the project site to the watermain is subject to a latecomers fee of $13,711 19 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1,OOO/ERU (fee subject to change) inside city limits. One ERU would be charged to each residential building lot. These fees are payable at building permit issuance. The existing on-site structures are currently served with on-site wells The applicant is proposing to remove the homes and abandon the wells. 13 Drainaqe/Stormwater The completed project will increase impervious surfaces on the site and adjacent streets. Impervious surfaces create storm water runoff When uncontrolled and untreated storm water runoff can create health and safety hazards YMC requires all development to comply with the Stormwater Manual for the control and treatment of stormwater runoff The applicant has submitted a Preliminary Stormwater Report that estimates the Impervious surface, infiltration rates of the runoff, and a conceptual design for treatment Page 3 of 7 and storage of the stormwater Following preliminary plat approval the City Stormwater Manual requires the developer to submit a final plan consistent with the final impervious calculations for the site Stormwater facilities require continued maintenance to ensure they remain in proper working condition WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre-developed site. Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual 14 Fire Protection. Fire protection is provided by the Thurston County Fire District #2.. As development occurs there will be additional demands for fire service 15 Police Protection. Police protection is provided by the City of Yelm. As development occurs there will be additional demands for police service. 16 Street LightinQ. Adequate street lighting will be required for this project. Street lighting design must meet the City of Yelm's Development Guidelines and will be submitted to Puget Sound Energy for review and approval. 17 Landscaoing. Landscaping and screening are necessary to promote safety, to provide screening between compatible land uses, to safeguard privacy and to protect the aesthetic assets of the City Chapter 17 80, Landscaping, requires the applicant to provide on-site landscaping for all development proposals The site is adjacent to properties that are compatibly zoned When all adjacent properties are zoned residential the code requires that the perimeter of the site be landscaped with a Type II landscaping. In residential subdivisions the city also allows fencing to meet the landscaping requirements for the perimeter of the site. Landscaping is also required in the open space and above ground stormwater facilities A preliminary landscaping plan has not been submitted at this time Chapter 17 80 requires that at time of civil plan review and approval the applicant provide a final landscape and irrigation plan for approval. 18 Environmental Review: After review of the environmental checklist and supporting documents, a Mitigated Determination of NonSignificance (MDNS) was issued on October 19, 2000 The comment period expired on November 1, 2000 The MDNS is attached as Exhibit III 19 Public Comment. Comments were received from the Yelm School District requesting SEPA Mitigation and the Yelm Fire District #2. requesting the connection to 104th Street. 20 FindinQs and Conclusion, Chapter 16 12,170 requIres written findings prior to a decision on a preliminary plat. Based on the project as proposed by the applicant and the Page 4 of 7 conditions of approval below, the staff finds that the subdivision A. Adequately provides for the public health, safety and general welfare and for such open spaces, drainage ways, streets, potable water supplies, sanitary wastes, parks and recreation, schools, sidewalks; B That the public use and interest will be served by the platting of such subdivision and dedications; C The subdivision is in conformance with The Yelm-Thurston County Joint Comprehensive Plan, the City Zoning Ordinance and the City's Development Guidelines. D. Staff Recommendation Based on the Analysis and Findings in Section C and the Conditions of Approval below, staff recommends that the Planning Commission forward SUB-D0-8254- YL to the City Council for approval Conditions of Approval. Sewer 1 The property is located within the Mill Pond LID District. This property has been assessed a total of 40 ERU's within the LID ERU's within the LID are at a cost of $1,823 15/ERU, paid on an annual basis over 15 years. In addition, the number of ERU's in the LID are charged a hook-up fee of $2,480 (fee subject to change) at the time of building permit issuance. Remaining ERU's are charged at the current rate of $4,850/ERU, payable at building permit issuance All ERU's require an inspection with a fee of $145 00 per ERU also payable at building permit issuance 2. Existing sewage systems located on-site shall be abandoned per Article IV Rules & Regulations of the Thurston County Board of Health Governing Disposal of sewage. 3 The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a sewer line extension. The applicant shall pay the latecomer in the amount of $$11,798 32 prior to final plat approval 4 The S T E.P System shall be designed to City standards. The applicant shall submit final civil plans to the Public Works Department for review and approval. Water 5 The Proponent shall connect to the City's water system. There is an existing 10" watermain located along Highway 507 Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are charged a current rate of $1,OOO/ERU (fee subject to change) inside city limits. One ERU would be charged to each residential building lot. These fees are payable at building permit issuance 6 Existing wells on-site shall be abandoned per Department of Ecology standards and documentation submitted to the Thurston County Health Department for review Page 5 of 7 7 Water rights for the abandoned wells shall be dedicated to the City of Yelm 8 The property is subject to a latecomer's agreement between the City of Yelm and Nisqually Estates dated January 13, 1999, for a water main extension. The applicant shall pay the latecomer in the amount of $13,711 19 prior to final plat approval 9 All open space areas and planting strips shall have an irrigation system with a separate water meter(s). The applicant shall submit final civil plans to the Pl,lblic Works Department for review and approval Stormwater 10 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm. Best Management Practices (BMP's) are required during construction. The applicant shall compile a final storm water report along with construction drawings. 11 The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval 12. The stormwater system shall be held in common by the Homeowners. The Homeowners Agreement shall include provisions for the assessment of fees against il'1dividuallots for the maintenance and repair of the stormwater facilities. 13 WSDOT will only accept surface water runoff equal in quality and quantity to that of the pre- developed site. Any additional surface water runoff generated, impacting State property, will require appropriate stormwater mitigation in accordance with the Department of Ecology's Stormwater Management Manual Transportation 14 The applicant shall complete all street improvements as identified in the Mitigated Determination of NonSignificance 15 Frontage improvements are required for this project. Frontage improvements shall be consistent with the City of Yelm's Development Guidelines Frontage improvements for Highway 507 shall be consistent with the section "major arteriaf' Interior street improvements shall be consistent with the section "local access residentiaf' 16 The proponent shall mitigate transportation impacts based on the new residential p.m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site Fire 17 The applicant shall submit fire flow calculations for existing hydrants All hydrants must meet minimum City standards Page 6 of 7 18 The applicant shall submit a fire hydrant plan to for review and approval Lot Setbacks 19 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained. Open Space 20 The applicant shall provide open space on site in the location and equivalent to the area required for the future Y2 right-of-way 21 The applicant shall submit a final improvement plan for the open space. The plan shall demonstrate compliance with Chapter 14 14 050 Landscaping 22. The applicant shall submit a final landscaping plan to include the perimeter of the project site, planter strips, open space and stormwater facilities. Environmental 23 The applicant shall comply with the mitigation of the MONS issued on October 19, 2000 Subdivision Name and Property Addresses 24 The applicant shall submit a subdivision name. The City will forward the name to the Thurston County Records Department for approval. 25 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing General Public Works 26 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required All lighting design will be submitted to Puget Sound Energy for review and approval 27 The applicant shall submit a grading plan for review and approval prior to anyon-site grading 28 The applicant shall contact the Olympic Air Pollution Control Authority, 909 Sleater-Kinney Rd SE, Suite 1, Lacey, WA 98502, (360) 438-8768 to secure any necessary permit(s) for the removal of materials containing asbestos and/or lead paint. Prior to issuance of a city building permit the applicant shall demonstrate compliance with any OAPCA requirements. 29 The applicant shall submit a demolition plan for all structures on the project site The demolition plans shall address the presence of asbestos and lead paint. Any buildings containing asbestos and/or lead paint shall be demolished in accordance with all applicable state and federal laws and regulations C"IMyFileslCase Correspondence\8254stf wpd Page 7 of 7 ~II y ut- T t:.LM EXHIBIT IV T t:LM "",nUUL UI~ I KIl; I Lt: I ,5 t:.t SUB-00-8254-YL YELM COMMUNITY SCHOOLS Where all students can learn and grow Erling Birkland Director of Facilities October 16, 2000 Ms. Cathenne Carlson City Planner City ofYelm PO Box 479 Yelm, Washington 98597 RE: Hawks Landing SPR-00-8254-YL Dear Ms. Carlson. Yelm Community Schools requires Mitigation Agreements for sub-dIVIsions of five or more building sites. Please include the Mitigation provision as part of the SEPA reqUIrements. Should you have any questions please call me at 458-6128 Smcerely, c!~/~ M.~d:7 FacihtIes DIrector Yelm Commumty Schools YELM COMMUNITY SCHOOIB IS AN EQUAL OPPORTUNITY EMPLOYER AND FOLLOWS TITLE IX REQUIREMENTS. 404 Yelm Avenue West, POBox 476. YeIm. Washington 98597 (3601458-6128. FAX (360) 458-6434 I Date: November 13, 2000 I "".. T vr I CLIVI EXHIBIT III IVIUN::) SUB-00-8254-YL AlTACHMENT SEPA CASE NO 8254 This Mitigated Detennination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following: . Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) . Preliminary Stonn Drainage and Erosion Control Report ( prepared by William R. Moats, P.E.) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates. Inc.) And the following conditions: 1 The proponent shall mitigate transportation impacts based on the new residential p.m. peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1.01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757.50 which is payable at time of building pennit. The traffic impact for the commercial use shall be detennined at the time of a proposed use and land use application for the site. 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design. The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B. Provide a minimum 100-footleft turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access, C Install a right-turn taper eastbound for the commercial site. The location and type of access for the commerCial site shall be detennined at time of land-use application fora commerCial use. 4 The developer shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district. Date: November 13, 2000 , "'ITY OF Y ELM EXHIBIT III MUN~' SUB-00-8254-Yl SEPA NO' 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & Land Inc. Description of Proposal: Subdivide 15.58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application, Location of the Proposal: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. SectionIT ownship/Range: NE 1/4, Section 25. Township 17N Range 1E. Threshold Determination: The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS) will not be required under RCW 43.21C.030(2Xc). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. ConditionslMitigating Measures: SEE ATTACHED Lead agency' Responsible Official: CityofYelm Shelly Badger, City Administrator Date of Issue: Comment Deadline: October 19, 2000 5:00 p.m., November 1, 2000 sf!:t. :~ !!:m't:: This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2). Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 YelmAve. W., PO Box 479, Yelm, WA 98597, by 5:00 p.m., November 1,2000. The City of Yelm will not act on this proposal prior to 4:00 p.m., November 20, 2000. You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5:00 p.m., November 8, 2000. You should be prepared to make specific factual objections, Contact Cathie Carlson, Community Development Director, to learn more about the procedures for SEPA appeals. This MONS is not a permit and does not by itself constitute project approval. The applicant must comply with all applicable requirements of the City of Yelm prior to receiving construction permits which may include but are not limited to the City of Yelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14 08), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEP A) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program, DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News, Friday October 27 2000 Posted in public areas' October 19 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners October 19 2000 Oept of Ecology w/checklist October 19 2000 I Date. November 13, 2000 I CITY OF Y ELM EXHIBIT II t'UtllJ(; Mt:At<lNG NOTICE SUB-00-8254-YL NOTICE OF PUBLIC HEARING YELM PLANNING COMMISSION DATE: PLACE: PURPOSE: Monday, November 20, 2000, 4:00 p.m. Council Chambers, City Hall, 105 Yelm Ave W., Yelm WA Public Hearing to receive comments on a preliminary plat for a 60 lot Residential Subdivision and one acre commercial lot, Case ttSUB-00-8254.YL APPLICANT: Heritage Homes & Land, Inc. PROJECT LOCATION: Southeast side of Hwy 507 just south of Mill Road, Yelm, WA The Yelm Planning Commission will hold a public hearing to receive comments on a preliminary plat application to subdivide 15.58 acres into 60 single-family residential lots and one commercial lot. The subdivision includes open space, stonnwater facilities and new public streets. The Planning Commission will make a recommendation of action the City Council. The City Council will act upon the Planning Commission's recommendation at their December 14, 2000, regularly scheduled meeting. Testimony may be given at the hearing or through any written comments on the proposal, received by the close of the public hearing on November 20, 2000. Such written comments may be submitted to the City of Yelm at the address shown above or mailed to City of Yelm, PO Box 479, YelmWA 98597. Any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Ave W., Yelm WA. For additional information, please contact Cathie Carlson at 458-8408. It is the City of Yelm's policy to provide reasonable accommodations for people with disabilities. If you are a person with a disability in need of accommodations to conduct business or to participate in government processes or activities, please contact Agnes Bennick, at 360-458-8404 at least four (4) working days prior to the scheduled event. All Planning Commission meetings are audio taped, for information on obtaining a copy please call Yelm City Hall at (360) 458-3244 ATTEST City of Yelm Agnes Bennick, City Clerk DO NOT PUBLISH BELOW THIS LINE Published in the Nisqually Valley News: Friday, November 17, 2000 Posted in Public Areas: Thursday, November 9. 2000 Mailed to Adjacent Property Owners' Thursday, November 9,2000 I Date: November 13, 200C ~ ~ ,_,~,,"' """",,,,,,,,, ","""",..""~K_-""""'" ~,. "'..,.. ...., ..," '" "'" "".-~ -'" """,. ~ ,_,~ ,n~ "",_",'" """"~..... ~__""",1\1 ......"""'. ""'" '~'.'''' ",.'-~ """" """'.......... ~ ,_,~'n~"",."...,.._...",,~--"""'1\1 '" '"""""" ","l'~ "...., ,..,>> "'" ,..K_' """",.,..n, ......"" ~\1~ ZONING.. R-~ S0100t DISTRiCt ytlJol fiRE DtS1'RICT ...erN ~ ,.0.1.1 wlol!R 0.T'1' <:F '1'tl..~ s<..:~ em <:> 'ltL" PO~ ...puc:ti SOUND EN(RG'f 'ELEpHONE ",\)I TtLE,,"""E cO. GAS,. PUG(l SOUNO E.NE-ROY CABL! rtl.f'ASlCt-J.. VlACOIJ. 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R-4 SCHOOL DiSTRICT YELl" FIRE DISTRICT CIT'< OF '((LM WA TER.- CIT'< OF '(EUA E 'llER CI T'< OF ,,(LlA ~O'IIER' ,_"..",,, "I"UGt.I SOUNO ENERGY TELEPH'ONE. YEl\.\ TElf.P\-\ONE CO- GAS,.. PUGf.; SOUNO f.Nf.RGY CABLE TfLEv\$ION,- ViACOM C/>..6Lf. lOT" LO"' 60 t015. , "",15 (" Tal'" MINIMUM LOT 'MDTH"",60' SMALLEST LOT SIZE.. 5.400 sa.F1 AvERAGE LOT SIZE- 6.~37 sa,n TOT" 9TE ,RE' ",.,,, Sa.fT (,;,,<6 ,eplS) DENSITY 3.B/ ACR[ ACCESS.. C\1Y SIR[[1S AREA IN PRoPOSED R/W,~53.067 SQ,n AREA IN OPEN SPACE" . LENGlH or ~ on' S1J{fL2.B02 . '" '- ./' PREU\JIINA?'< PLAl Or HAWKS lANDING " T" " T/' of n< " T/'. '" ," Of T" " T/' · " T/' Of T" " T/' or sto. ". T ,,'..' , t.. w;.. ",,,,,,0' cO""" ,,,""~'" ,-<>;; _...-! _ ~~ ~: _sr_ . I ~'.O~O:h!_ _ ---':,=~~f \ -\'~ - I r\:~:~t:_-~\:o; I ;" ~ SlIEf1 \ (Ii~: f\J\J. pv.i ~"". 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(360) 407-6300 November 1,2000 Ms. Cathenne Carlson CommunIty Development DIrector CIty of Yelm PO Box 479 Yelm, WA 98597 Dear Ms. Carlson. Thank you for the opportumty to comment on the mItIgated determmatIon of nonslgmficance to subdIvIde 15.58 acres mto 60 smgle-family resIdentIal lots and one, one-acre commercIal lot (SEPA No 8254) located on the southeast SIde of HIghway 507 Just south of Mill Road as proposed by Hentage Homes & Lands, Inc We revIewed the envIronmental checklIst and have the followmg comments. Water Quality: ErOSIOn and sedIment control IS a key to preservmg habItat and preventmg denudatIon of a developmg area. The followmg practIce IS recommended. ProvlSlon should be made to mmlmlze the trackmg of sedIment by constructIOn vehIcles onto paved publIc roads. If sedIment IS deposIted, It should be cleaned every day by shovelIng or sweepmg. Water cleamng should only be done after the area has been shoveled out or swept. All storm drams wlthm the development should be stenciled "Dump No Waste, Drams to Stream" (or Groundwater, Lakes, etc., as appropnate) The owner of a constructIOn SIte whIch dIsturbs five acres or more of total land area, and whIch has or will have a dIscharge of storm water to a surface water or to a storm sewer, must apply for coverage under Ecology's Baselme General PermIt for Storm Water DIscharges ASSOCIated ConstructIOn ActIVItIes. Owners of SItes where less than five acres of total land area will be dIsturbed must also apply If the constructIOn actIVIty IS part of a larger contIguous plan of development or sale m whIch more than five acres will eventually be dIsturbed. DIscharge of storm water from such SItes WIthout a permIt IS a VIOlatIon of federal and state law, and you will be subject to enforcement actIOn by the Department of Ecology or through thIrd party laWSUIts. A storm water permIt applIcatIOn form, referred to as a NotIce of Intent, can be obtamed by callmg Ecology's Stormwater Request Lme (360) 407-7156 or Lmda Matlock at (360) 407-6437 ApplIcants are encouraged to submIt completed forms and publIsh publIc notIce more than 38 days pnor to the planned start of constructIon to aVOId delays to the project. ErOSIOn control measures must be in place pnor to any cleanng, gradmg, or constructIOn. These control measures must be effectIve to prevent soil from bemg camed mto surface water by stormwater runoff Sand, silt, and soil will damage aquatIc habItat and are consIdered pollutants. ~. @ .. Ms. Cathenne Carlson November 1, 2000 Page 2 Any dIscharge of sedIment-laden runoff or other pollutants to waters of the state IS m vIOlatIOn of Chapter 9048, Water PollutIOn Control, and WAC 173'-20IA, Water QualIty Standards for Surface Waters of the State ofWashmgton, and IS subject to enforcement actIOn Dunng constructIOn, all releases of oils, hydraulIc flUIds, fuels, other petroleum products, pamts, solvents, and other deletenous matenals must be contamed and removed m a manner that will prevent theIr dIscharge to waters and soils of the state. The cleanup of spIlls should take precedence over other work on the sIte Water Resources: The proponent IS responsible for mspectmg the sIte to determme the locatIOn of all eXIstmg wells. Any unused wells must be properly abandoned and abandonment reports submItted to Ecology as described m WAC 173-160-415 ThIs mcludes resource protectIOn wells and any dewatenng wells mstalled dunng the constructIOn phase of the project. If you have any questIOns or would like to respond to these comments, please call Ms. Margaret Hill (Water Quality) at (360) 407-0246, Mr. Don Davidson (Water Resources) at (360) 407-0275 or WIth any other questIOns regardmg thIS proposal I can be reached at (360) 407-6787 SI,ficerely, (li17'[J;~ ~ Kari Rokstad UC;SEP A Coordmator Southwest RegIOnal Office KR.aw (00-7238) cc Don DaVIdson, SWRO/WR Margaret Hill, SWRO/WQ Lmda Matlock, WQIHQ SEPA NO 8254 MITIGATED DETERMINATION OF NONSIGNIFICANCE Proponent: Heritage Homes & Land Inc. Description of Proposal Subdivide 15 58 acres into 60 single family residential lots and one, one- acre commercial lot. No commercial use is proposed with this application Location of the Proposal Southeast side of Hwy 507 just south of Mill Road, Yelm, WA. SectionlT ownship/Range. NE 1/4, Section 25, Township 17N Range 1E. Threshold Determination The City of Yelm as lead agency for this action has determined that this proposal does not have a probable significant adverse impact on the environment. Therefore, an environmental impact statement (EIS) will not be required under RCW 43.21 C 030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency This information is available to the public on request. Conditions/Mitigating Measures. SEE ATTACHED Lead agency' Responsible Official City of Yelm Shelly Badger, City Administrator Date of Issue Comment Deadline. October 19, 2000 5'00 p.m" November 1, 2000 sf!:!. ~ A:::r This Mitigated Determination of NonSignificance (MONS) is issued pursuant to Washington Administrative Code 197- 11-340(2) Comments must be submitted to Catherine Carlson, Community Development Director, at City of Yelm, 105 Yelm Ave W ,P 0 Box 479, Yelm, WA 98597, by 5'00 pm, November 1, 2000 The CityofYelmwill not act on this proposal prior to 4.00 pm., November 20,2000 You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later than 5.00 pm., November 8, 2000 You should be prepared to make specific factual objections, Contact Cathie Carlson, Community Development Director, to learn more about the procedures for SEPA appeals This MONS is not a permit and does not by itself constitute project approval The applicant must comply with all applicable requirements of the City of Yelm prior to receiving construction permits which may include but are not limited to the City ofYelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (1408), Storm water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program DO NOT PUBLISH BELOW THIS LINE Published Nisqually Valley News, Friday, October 27,2000 Posted in public areas October 19, 2000 Copies to All agencies/citizens on SEPA mailing list and adjacent property owners, October 19, 2000 Dept of Ecology w/checklist, October 19, 2000 ", ATIACHMENT SEPA CASE NO 8254 This Mitigated Determination of Non Significance is based on the project as proposed and impacts and mitigation reflected in the following . Environmental Checklist (dated May 17, 2000, prepared by Dan Bruno, Heritage Homes & Land, Inc) . Preliminary Storm Drainage and Erosion Control Report ( prepared by William R. Moats, P E.) . Traffic Impact Analysis (dated August 2000, prepared by Heath & Associates, Inc.) And the following conditions 1 The proponent shall mitigate transportation impacts based on the new residential p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 new peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 which is payable at time of building permit. The traffic impact for the commercial use shall be determined at the time of a proposed use and land use application for the site 2. The following improvements will be required to facilitate the ingress and egress of the project traffic on to the SR 507 corridor and will be installed by the project developer' A. Construct complete frontage improvements along the entire project frontage of SR 507 as a part of the residential development. The frontage will be constructed to a City of Yelm Urban Arterial standard and will include a 12-foot center turn lane, 11-foot through lane, 5- foot bicycle lane, planter strip, street lighting and 6-foot sidewalk. The actual alignment and location of the widening will be based on an "Approved Channelization Plan" prepared by a licensed engineer with expertise in highway and roadway design The City of Yelm will approve the channelization plan before accepting final design drawings from the developer B Provide a minimum 1 OO-foot left turn lane on SR 507 and an eastbound right-turn taper (per WSDOT Design Manual) for ingress into the residential access C Install a right-turn taper eastbound for the commercial site The location and type of access for the commercial site shall be determined at time of land-use application for a commercial use 4 The developer shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district. PRELIMINARY PLAT OF 1-11-\ ~v;<s !I-\J'I f) /1'1 G IN THE NE 1/4 or THE NE 1/4, SH 1/4 or THE NE 1/4 at NW 1/4 OF THE NE 1/4 OF SEC. 25, T. 17 N., R. 1 E" W,.... THURSTON COUNTY. WASHINGTON. Sheet 1 of 4 LEGAL DESCRIPTIONS. BASIS OF BEARINGS. 551"33'SO"W ~ CEN1ERIJNE lWl RAINIER HWY, PER CITY <F lWl au.. NO. 8144 RECOROO> lNlER THURSTOII COOH1Y A.F.N. 9505220009. PARCEL NO. 21725120000 PARCEL A IF aTY IF lWl BOONOARY lIHE AD.lJSlIIEHT NO. 0526 AS REca<IEl UNDER AUlIIllll'S FIlE NO, 8712160045 IN VIl.UllE 6 Of 1lA's, PAGES 231 llflU 236. RECORDS IF 1HUIlSlON COUNTY. WASIINGTOII. ~ PARCEl NO. 21725110100 PARCEL C Of CITY IF lWl aOONDARY UH!: AllJJS1IlENT NO. 8144 AS REca<IEl UNDER ALI)lT(ll's FIlE NO, 9505220009 IN VIl.UllE 2407. PAGE 531. RECORDS IF 1HURSTOII COUNTY. WA9iINGTOII. PARCEL NO 21n5111000 PARCEL C Of CITY IF lWl 800NDARY UNE AllJJS1IlENT NO, 0526 AS RECOROED UNOOl AUDITOO"S filE NO. 8712160045 IN VIl.UllE 6 OF 1lA's, PAGES 2.11 1lf11l 2J6, REOOlDS IF lHURSTON OOUHTY. WASllNGTOII, VERllCAL DATUM CITY ~ '\'ELlA ElEV. = 350..86' RAllROADSl'lKEINPOlI(JlPaLOIIYlESTSIllEIFS.R. 507 011 SOOlH SlOE Of IIR;{WAY WAIl80X NO. 15201. CONTOUR INTERVAL . t EQUIP..ENT unUZED FOR THIS SURVEY: NlKOII DlIl-A20 LG MElHOO - flElD lRAVER$[ 1H1S SUIMY llEE1S OR EXCEEDS PRECISIttl RECIJ1REIIENlS AS SET f'ORlH IN WAC 332-130-090, SITE INFORMATION: PARCEL NUMBER.........,21725-120000. 120100 & 111000 ZONING,.. R-4 SCHOOL DISTRICT YELM FIRE DISTRICT...............CITY OF YELM WA TI::R... CITY OF YELM SEYvf:R,.. CITY OF YELM POYvf:R.........................,PUGET SOUND ENERGY TELEPHONE... YELM TELEPHONE CO, GAS.... PUGET SOUND ENERGY CABLE TELEVISION.... V1ACOM CABLE TOTAL LOTS.... 60 LOTS, 5 lRACTS (65 TOTAL) MINIMUM LOT 'MDTH.....60' SMALLEST LOT S/ZE.....5,400 SO.FT AVERAGE LOT S/ZL. 6.937 SO.FT TOTAL SITE AREA... 678.865 SO.FT (15,5846 ACRES) DENSITY 3.8/ACRE ACCESS... CITY STREETS AREA IN PROPOSED Rj\v..153,067 SQ,FT AREA IN OPEN SPACE... IING1H IF I'IIOPrmJ orr Sl1/ffL2.802' SY~BOL LEGEND o SET 1/'t REBAR .t eN' . F<X.tlD AS No.TID -0p PO\lfR POlE @Illi * f'R(J>()SEO UGHT PaL - ss - UNlIHGftOOND SANITARY SE\lm lK I" = lOa' ..._ I o 50 100 200 - W - UNDERGROUND WAm! !H: 11-11 //,--__1 / / /'" , I / I ( I / I'~ I / I ! ...--......, ~ ~..... " '\ ! \\ \ '" , , / i / \--.1 .. \ \ \ / I Job ,,2497 Scale: 1" = 50' Date: 10/16/2000 Drawn by: JHC Checked by: AER JR. Drawing .t:2497PP \. '-- RlfPINEIV ~ .sURVEy.NG 8506 59th, Ave, E. Puyallup. WA 98371 (253)845-0048 SHEET INDEX: 5HEET 1 IF 4: FUll PlAT _. SITE 1NF(RlA~ lEG.\L 0CSCRIP110II. lEGEND , " '\ ) .. / 5HEET 2 IF 4: PlAT LAYWT 5HEET 3 IF 4: PlAT LAYOOT. CURI'E TAIlf 5HEET 4 IF 4: PlAT LAYWT Sheet 1 of 4 Sneet 2 01 't , C'll t 27 I 7J' "1\\-+ \c .. -' ... 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" "I-' t 1 ... ~)~~? _~ ~!t!t . \ \ \ \ , sneet 2 of 4 '. \ \ \ " " I ~~ o"HE p~~ I ~ ~ FAX TRANSMISSION CITY OF YELM PO BOX 479 - 105 YELM AVE W YELM WA 98597 360-458-3244 FAX. 360-458-4348 ..-r-J A 1M /.J c:.... To: ""'" [C..-.-' Fax#: ZS-3 .. <84)... oD48> From: CA11{~ ~ {Sft- Date: /o( 17160 '2., including this cover sheet. Pages: Subject: COI\1MENTS ** If you do not receive all copies or any copy is not legible, please call (360) 458-3244 as soon as possible. dslc:\office\forms\fax.3 ~ ~r~~'ll~~'fU.'lI~lWl'f.~ O~~~~~~~ ~ 'J[RilC1<L O,r..lUM C\\I'r1i'fEL"'- aE". .. )50.66' ~'J'lli...I'O'Op{lll)l1lC5fst1l,{'i>R, 501 f)l soolrl- i:f \tI\O"1ll~ \1,0. ,~, ~fl\Ul'l/ol.-t' <l I'REU\,\\\'lf>,Kf pl,Al Of HAWKS !.f\i'tf))i'tG .. ,,c III \1' <:Ii 111<",1/', S'Il 'I' Of "" ~1~'J,~ ~:';"Gfo.."( II' <:Ii seC. 2S, 1, " ." R, \ L ~.." '{\\\J , / tiCAL \)ES~ ~~ ~lf(.'Cl1i>>1ll<><;ro: ~. lJ{.~\I\O,I$l&;:If~W:I.~if' ~~"!10lif$~~'S.P~~~~~ ~1I'o'\l ~ ",,,,,~I"'~~"~~'''' :.:F~......~,:::,,<>"\l<_""""" . ~ \"".......,"''''''''~,.:~''' f~CIfO:l'1I:f-:~'S.f'~2Y>l\f(I}pb,~tti'DS II<LI!1I~tl.,;J; ~ SliT INfORMA1\ON, PARceL NUMBER. ,,1,725-\20000, 12Q\00 " \1\000 ZONING. ."R~~ SCHOOL DIST"RtCT. '(t:.LlJ, FlRE DtS1RlGT.. .c\1'< ($ '(EL\tA WATER" cli'l' if '((l~ ~~~~6tr s6G':n [NERG" TELJ:PHU;C 'ELlA TElEPHOl<[ cO. GAS, p"GE' SOUNO [NERG" ~~,i i"dfs"SloN ~~~~1S~~'i~vc1S (66 10'''') 1.I1NllolUM LOT YdD1H... .60' 9.lALLEST LOT SIZE.... 5.400 saf1. ~g::;~I;t::~E ~fi~6~Q~6f1 (\5,,"'" ACR[S) r;::tJ'~~W~~EE15 I$EA iN PR(JPOSl'O RI'"..\53,067 so.n. AP-fA IN oPfN sPAr:J:.. ' iJlIGllIlf""""",i1IYS1f<IT,2.802 ~ ~ 9tfI\1:f.:f\ll.-l'I.)tltl,r,<Jtt~~ .... """""" .- 9tfIl ('ji~; poj.1 1J."iUJ\ g(II~CJ4: f'\.1Il\Jc1'3S1.~lW- ~~I$~: wtlJ."'fl)Sl \ " .. YELM COMMUNITY SCHOOLS Where all students can learn and grow Erlmg BIrkland Drrector of FacilIties October 16, 2000 Ms Cathenne Carlson CIty Planner CIty ofYelm PO Box 479 Yelm, Washmgton 98597 RE Hawks Landmg SPR-00-8254- YL Dear Ms Carlson. Yelm Commumty Schools reqmres MItIgatIOn Agreements for sub-dIvIsIOns offive or more buildmg sItes Please mclude the MItIgatIOn prOVIsIOn as part of the SEPA reqUIrements Should you have any questIOns please call me at 458-6128 Smcerely, ~~~ FacilItIes DIrector Yelm Commumty Schools YELM COMMUNITY SCHOOLS IS AN EQUAL OPPORTUNITY EMPLOYER AND FOLLOWS TITLE IX REQUIREMENTS, 404 Yelm Avenue West, POBox 476, Yelm, Washington 98597, (360) 458-6128, FAX (3601458-6434 Date October 10, 2000 To Planning Commission From Cathie Carlson, Community Development Director Re Hawks Landing Preliminary Plat, SUB-00-8254-YL LIST OF EXHIBITS. Exhibit I - Site Plan Exhibit II - Public Hearing Notice Exhibit III - Mitigated Determination of Non-Significance A. PUBLIC HEARING OBJECTIVE. The Planning Commission must determine if the proposed project is consistent with the City of Yelm's Comprehensive Plan and applicable Municipal Code(s) After consideration of the facts and public testimony the Planning Commission must take one of the following actions request additional information from the applicant and/or staff, continue the public hearing or make a recommendation of action to the City Council B. PROPOSAL. The applicant proposes to subdivide 1558 acres into 61 single family residential lots and one, one acre commercial lot. The proposed plat includes stormwater facilities, open space and new streets C. DEPARTMENT ANALYSIS AND FINDINGS. 1 Proponent. Dan Bruno, Heritage Homes & Land Inc. 2. Location The project site is located on the southeast side of Hwy 507 just south of Mill Road The project site includes 3 parcels for a total of 15 58 acres 3 Public Notice Notice of the Public Hearing was published in the Nisqually Valley News on November 10, 2000, and posted in public areas on November 8, 2000 The notice was mailed to adjacent property owners and the applicant on November 8,2000 4 Existing Land Use. Zoning and Density There is currently one home on the site that is proposed to be removed and one house used as commercial The site is zoned Low Density Residential (R-4), Chapter 17 12 and C-1 Commercial, Chapter 17 26 The applicant proposes to divide the 15 58 acres into 61 single ~-=~o family residential lots and one, one acre commercial lot. In the R-4 District the maximum density is four (4) units per acre 5 Lots Size and Setbacks. The R-4 District does not have a minimum or maximum lot size but it does have standard yard setbacks. It appears all lots can meet minimum setback requirements 6 Adiacent Land Uses and Zoninq Properties to the north and east of the site are in Thurston County Properties to the east are zoned Rural Residential (1/5) and to the north are industrial The property to the north is currently being considered for a rezone to residential by Thurston County Commissioners The property to the west and south of the site are zoned Moderate Density Residential (R-6) Developed densities in the immediate area range from rural (1 unit per five acres) to moderate density of 6 units per acre 7 Open Space, Chapter 16 14 requires a minimum of five percent of the gross area be dedicated as open space, which is 0 78 of an acre The proposed open space is approximately 1 08 acres and will be dedicated to the City of Yelm The open space must provide one or more of the following uses environmental interpretation or other education, park, recreational land, or athletic fields, off-road footpaths or bicycle trails, or any other use found by the City to further the purposes of the open space chapter The area to be dedicated as open space is the future transportation corridor for the Y2 improvement. At such time the open space is changed to right-of-way for Y2 the City will either provide open space of equal value within a close proximity of the site of pay a fee-in-liu of An existing ingress/egress easement for the Yelm School District exists within the area designated as open space and future Y2 corridor After consultation with the school district the it was agreed to abandon the existing easement if the plat was designed so that the internal road system would provide future access to the school district property The applicant has not indicated at this time what improvements will be made to the open space to meet minimum standards as stated in the above paragraph 8 Schools New residential units create a demand for additional school services and facilities The Yelm School District requests that the developer enter into an agreement with the school district for the payment of mitigation fees based on the project's impact. This request became mitigation of the Environmental Determination 9 / Transportation and Site Access, The property fronts on Hwy 507 which is the only ( laccess to the site As proposed there is one access to the residential area and one ! access to the commercial site from Hwy 507 The commercial site would not be accessible by automobiles from the interior of the subdivision Page 2 of 8 / wfhd r/Ct/C..-tL-}L-- to'tt!=: oY f1rliJV-<- /1'?~ 'I ~pWQ[--UtJ~ii~ _---- I / ^ (~ (j -".__._--,--_._-_....._._--~- (~J L9~ ~ ~ ~ (~ ~;i ,'. "- ~ ~ \' , t.:J ~ N. ~-.) ~ ~ 0 ~~ \~~ As discussed in the open space section along the southern property line is an ingress/egress easement to property owned by the Yelm School District. The School District has agreed to access to their site via the proposed internal public road (See Exhibit_) The functionality of new city streets are evaluated in part by policies established in the City's Comprehensive Plan and adopted development regulations Typical requirements include stubbed roads for future connections and multiply accesses for subdivisions over lots The 1992 Yelm Comprehensive Transportation Plan provides policies in which the Transportation Plan will be implemented The 1992 plan states The city of Yelm recognizes that increasing connections throughout the City not only reduces traffic congestion but also increases the sense of unity of the community Therefore, the City will limit the use of cul-de-sacs, dead- end streets, loops, and other designs that form barriers The city will seek to minimize impacts of through traffic upon residential neighborhoods by employing narrow streets, curves, indirect access routes, and other features The City will encourage the use of trails and other connections that provide ease of travel between neighborhoods and community centers The Transportation Chapter of the Yelm Comprehensive Plan provides objectives in which the Transportation Plan will be implemented The 1995 plan states The objective of the Transportation Plan is to provide a cost-effective network to accommodate travel in and around the core area To accomplish this objective, Yelm will actively purse 1 A connected-streets policy to promote the efficient flow of traffic within the community The Design Guidelines implement the above objective through Section 4B020 4, Design Standards," the layout of streets shall provide for the continuation of . .} , existing principal streets in adjoining subdivisions or for their proper project when ~ adjoining property is not subdivided " ~~ With the future intersection of the Y2 corridor and Hwy 507 along the southern portion of the plat ~ The completed project will increase traffic and impact the City's transportation system Chapter 1540, Concurrency Management, requires all development to mitigate impacts to the City transportation system A single family home generates 1 01 pm peak hour trips per unit. The Transportation Facility Charge per unit is $757 50 and payable at time of building permit. 10 Parking. Chapter 17 72, Off-Street Parking and Loading, requires minimum parking ratio of two spaces per unit. The developer is proposing at a minimum to Page 3 of 8 The site is adjacent to properties that are compatibly zoned with the exception of the property to the north It is likely that by the end of the year the property to the north will be rezoned to residential Assuming all adjacent properties are zoned resiendital the code requires that the perimeter of the site be landscaped with a Type Illands,eaping In residential subdivisions the city also allows fencing to meet the landscaping requirement for the perimeter of the site Landscaping is also required in the open space and above ground stormwater facilities A preliminary landscaping plan has not been submitted at this time Chapter 17 80 requires that at time of civil plan review and approval the applicant provide the Community Development Department a final landscape and irrigation plan for approval 18 Environmental Review: After review of the environmental checklist and supporting documents, a Mitigated Determination of NonSignificance (MONS) was issued on June 16, 2000 The comment period expired on June 29, 2000 The MONS is attached as Exhibit III 19 Public Comment. No public comment was received 20 Findings and Conclusion, Chapter 16 12.170 requires written findings prior to a decision on a preliminary plat. Based on the project as proposed by the applicant and the conditions of approval below, the staff finds that the subdivision A. Adequately provides for the public health, safety and general welfare and for such open spaces, drainage ways, streets, potable water supplies, sanitary wastes, parks and recreation, schools, sidewalks, B That the public use and interest will be served by the platting of such subdivision and dedications, C The subdivision is in conformance with The Yelm-Thurston County Joint Comprehensive Plan, the City Zoning Ordinance and the City's Development Guidelines. D. Staff Recommendation Based on the Analysis and Findings in Section C and the Conditions of Approval below, staff recommends that the Planning Commission forward SUB-00-8252- YL to the City Council for approval Conditions of Approval Sewer 1 The proponent shall connect to the City's STEP sewer system A 6" PVC collector line will be required across the frontage on Middle Road The connection point will be at the property boundary to the Prairie Creek Subdivision Page 5 of 8 Sewer ERU's (equivalent residential units) are based on discharge of 240 gallons per day and are currently charged at a rate of $4,850 per ERU, as well as an inspection fee of $145 OO/ERU STEP on-site collector tanks and pumps are to be installed by the owner, which are then transferred to the City for operation and maintenance 2. The property is subject to a latecomer's agreement between the City ofYelm and Springfield Development Company, Inc., dated November 28, 1994, for a sewer main extension The applicant shall pay the latecomer in the amount of $2,704 00 prior to final plat approval 3 The on-site septic system and drainfield shall be abandoned to Thurston County Health Department standards Water 4 The Proponent shall connect to the City's water system A 10" PVC water line extension will be required along across the property frontage on Middle Road The connection point will be at the property boundary to the Prairie Creek Subdivision This connection is at the cost ofthe developer, however, a latecomer's agreement could be formed to recapture a portion of the initial cost of connecting to the water system Water ERU's (equivalent residential units) are based on a consumption rate of 240 gallons per day and are currently charged at a rate of $1 ,OOO/ERU (subject to change) inside city limits This fee is payable at time of building' permit issuance 5 The applicant shall abandon the on-site well in accordance with the Department of Ecology standards 6 If a valid (by Department of Ecology standards) water rights exists for the site, the City is interested in a transfer of those rights to the municipal water system Details on the amount of water rights that are eligible to transfer and the value of those to be determined 7 The property is subject to a latecomer's agreement between the City ofYelm and Springfield Development Company, Inc., dated November 28, 1994, for a water main extension The applicant shall pay the latecomer in the amount of $2,163 00 prior to final plat approval 8 All open space areas and planting strips shall have an irrigation system with a separate water meter(s) The applicant shall submit final civil plans to the Community Development Department for review and approval Stormwater 9 The applicant shall design and construct all storm water facilities in accordance with the DOE Storm Water Manual, as adopted by the City of Yelm Best Management Practices (BMP's) are required during construction The applicant shall compile a final storm water report along with construction drawings 10 The applicant shall submit a storm water operation and maintenance plan to the Public Works Department for approval prior to final plat approval Page 6 of 8 11 The stormwater system shall be held in common by the Homeowners The Homeowners Agreement shall include provisions for the assessment of fees against individual lots for the maintenance and repair of the stormwater facilities Transportation 12. The street design for the project is a local access residential and shall be included on civil plans The applicant shall submit final civil plans to the Community Development Department for review and approval 13 The applicant shall be responsible for half-street improvements along the frontage of Middle Road The frontage improvements include lane improvements, curb, planter strip, sidewalk, landscape and storm drainage The Crystal Springs Road street section is "neighborhood collector" A "waiver of protest" may be signed deferring these improvements until Phase II 14 Welch Street shall be shown on the face of the plat as a future street connection to the adjacent property to the north and south Fire 15 The applicant shall submit fire flow calculations for existing hydrants All hydrants must meet minimum City standards 16 The applicant shall submit a fire hydrant plan to the Community Development Department for review and approval Lot Setbacks 17 The applicant shall submit a plat map with building envelopes to ensure all setbacks can be obtained Open Space 18 Applicant shall provide a minimum of .26 of an acre of open space on site or pay a fee in lieu of as provided by Chapter 14 14 19 The applicant shall submit a final improvement plan for the open space The plan shall demonstrate compliance with Chapter 14 14050 Landscaping 20 The applicant shall submit a final landscaping plan to include the perimeter of the project site, planter strips, open space and stormwater facilities Environmental 21 The applicant shall comply with the mitigition of the MDNS issued on June 16, 2000 Mitigation includes a The applicant shall mitigate transportation impacts based on the new p m peak hour trips generated by the project. The Transportation Facility Charge (TFC) shall be based on 1 01 pm peak hour trips per residential unit. The proponent will be responsible for a TFC of $757 50 per unit which is payable at time of building permit. Page 7 of 8 b The proponent shall enter into an agreement with the Yelm School District to mitigate project impacts to the school district. Subdivision Name and Property Addresses 22. The applicant shall submit a subdivision name The City will forward the name to the Thurston County Records Department for approval 23 Prior to the submission final plat application, the applicant will provide the Building Department with a plat map for addressing LeQal Lot Status 24 The applicant shall complete a Boundary Line Adjustment amending property lines so that the project site is a single legal parcel General Public Works 25 Per the City of Yelm's Development Guidelines street lighting and interior street lighting will be required 26 The applicant shall submit a grading plan to the Community Development Department for review and approval prior to anyon-site grading C:\MyFiles\Case Correspondence\8254stf wpd Page 8 of 8 provide a driveway approach that can accommodate two vehicles 11 Wastewater The project site is in the Sewer Service Area but is currently not served by the City's STEP sewer system There is an existing line available to the west of the site at _which is subject to a latecomers fee of $_ The existing homes are is currently served with an on-site septic systems The applicant is proposing to remove the homes and abandon the system Each home would be required to provide an on site S T E P and connect to the City sewer system 12 Water Supply The proposed site is in the City's water service area but is currently not served by the city water system There is a service line located to the west of the site at the _ which is subject to a latecomers fee of $_ The existing homes are is currently served with an on-site well The applicant is proposing to remove the homes and abandon the system 13 Drainaqe/Stormwater The completed project will increase impervious surfaces on the site and adjacent streets Impervious surfaces create storm water runoff When uncontrolled and untreated storm water runoff can create health and safety hazards YMC requires all development to comply with the Stormwater Manual for the control and treatment of stormwater runoff The applicant has submitted a Preliminary Stormwater Report that estimates the impervious surface, infiltration rates of the runoff, and a conceptual design for treatment and storage of the stormwater Following preliminary plat approval the City Stormwater Manual requires the developer to submit a final plan consistent with the final impervious calculations for the site Stormwater facilities require continued maintenance to ensure they remain in proper working condition 14 Fire Protection Fire protection is provided by the Thurston County Fire District #2.. As development occurs there will be additional demands for fire service 15 Police Protection Police protection is provided by the City of Yelm As development occurs there will be additional demands for police service 16 Street Lightinq. Adequate street lighting will be required for this project. 17 Landscaping. Landscaping and screening are necessary to promote safety, to provide screening between compatible land uses, to safeguard privacy and to protect the aesthetic assets of the City Chapter 17 80, Landscaping, requires the applicant to provide on-site landscaping for all development proposals Page 4 of 8 CATHIE CARLSON, COMMUNITY DEVELOPMENT DIRECTOR mr;mO~.A112J um '(, to:....~._ To: From: Date: Subject: SPRC CathIe Carlson September 14, 2000 SUB-00-8254- YL - Project nWIew schedule for Hawks Landmg SubdIvIsIOn Attached IS the applIcatIOn packet for the above referenced proJect. After your mItIal reVIew ofthe mformatIOn submItted, If you need addItIOnal mformatIOn from the applIcant, please let me know as soon as possible. The followmg IS the tentatIve reVIew schedule for the project. September 14 - NotIce of ApplIcatIOn dIstributed - begm 15 day comment penod. September 27 - SPRC envIronmental reVIew Department comments/mItIgatIon reqUIrements for EnvIronmental RevIew October 2 - EnvIronmental DetermmatIon Issued by Planmng Department. Begm 14 day comment penod. October 4 - 151 SPRC project reVIew Draft Department comments/condItIons of approval for staff report. October 11 - Fmal SPRC reVIew October 18 - Fmal Department analysIs and condItIons of approval for staff report. October 23 - EnvIronmental DetermmatIOn appeal tIme expIred. November 6 - notIce for publIc heanng, completIOn of staff report. November 20 - PublIc Heanng December 13 - CIty Council reVIew and deCISIon. \\ I~~o' THE p~~1 /7~ ~---1 ---------:------, /, ~ , ---- CITY OF YELM PO Box 479 Yelm WA 98597 360-458-3244 YELM W".SHltojGTON NOTICE OF APPLICATION Mailed on: September 14. 2000 PROJECT NAME AND LOCATION' Hawks LandiQ9 Residential Subdivision located on the southeast side of Hwy 507 just south of Mill Road Nisqually Estates Subdivision is directed across from the proposed project site on Hwy 507 LAND USE CASE: SPR-00-8254-YL A preliminary plat application submitted by Heritage Homes & Land Inc. for the above referenced project was received by the City of Yelm on May 18, 2000. The City has determined the application to be complete on September 13, 2000. The application and any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Avenue W., Yelm WA For additional information, please contact Cathie Carlson at 458-8408. PROJECT DESCRIPTION: Subdivide 15.58 acres into 61 single family lots and one, one acre commercial lot The subdivision includes 1 + acres of open space and stormwater facilities. ENVIRONMENTAL and OTHER DOCUMENTS SUBMITTED WITH THE APPLICATION: An Environmental Checklist, Preliminary Storm Drainage & Erosion Control Report and a Traffic Impact Analysis have been submitted. Additional Information or Project Studies Requested by the City: The City has not requested any additional information at this time. No preliminary determination of consistency with City development regulations has been made. At minimum, this project will be subject to the following plans and regulations: City of Yelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14 08), Storm Water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program. The City of Yelm invites your comments early in the review of this proposal. Comments should be directed to Cathie Carlson at Yelm City Hall, PO Box 479, Yelm WA 98597 THE 15-DAY PUBLIC COMMENT PERIOD ENDS AT 5:00 PM ON SEPTEMBER 28,2000 This notice has been provided to appropriate local and state agencies and property owners within 300 ft of the project site. These recipients, and any others who submit a written request to be placed on the mailing list, will also receive the following items when available or if applicable: Environmental Threshold Determination, Notice of Public Hearing and Notice of Final Decision. If the proposed project requires a City Council decision, it will be mailed to all those who participate in the publiC hearing and to anyone else requesting the decision in writing PRELIMINARY PLAT OF l-JJ\~V.<S U\J"ID1J"IG lit TIlE lIE I/~ or M: Nt: 1/40 sw 1/~ or M: II[ 1/~ a NW I/~ or 1H[ It[ ,/~ or SEe. 25. T. 17 II., R. 1 L, '1'.11. llMlSlOll COOMTY, WASHIMGlOM. Sheet 1 of 4 LEGAL DESCRIPTIONS. B,l,SIS or BEARINGS, S51"315Cl"'1' Of ctIfIlU( lWIltAIIJt HW'f'. POI QT'I''S"1{lM lU. MO...u f1(lXfUlll,.ll(lOt nusfCIII cxum A/.N.~. PAlm 11I1 """"1m'l) pWl J. a 0T'r a 'ltUI 8CJ.J(Wn' LK AO.I.JSnDl MO. C62I AS MaRtO \KD M.Ottl"5 M lfQ. 11'1~ II 'lQ1,M[ 6 a 1l.A'S. PAGCii 2JI nRJ 2J6. REC:CfCS CJ' lK.IISTCJI CCUO'1. ~. pNlal N:1 1I17!t1C'l<1l PNIal C CI em Cl1l1JI~T LH.ollLS1lOOO NIl. _.slt:ClJtOOllKO AlIJItJl'Sn! l<<l ~ III 'tQ..1JI( 2..07, 1'.14 5J'I. ll(CXRIS f$ lIUtSTtJt cxunv, W~ PIolK11 WI. "~l1cm pJl:al e (S em rs 'ftlJI1lCl.lClIIT l.lE ~ NQ. ~ AS J(CXJIUD IHO AWltR'S ru: ,l(l. 11'l2MOl>'$ III 'IO.lM i a .....'S. PACES 231 nRJ 2Jlll(txlIlDS rs 1USTOlI CXI.IfN. ~ ~ V!:RTlC.l\L OA1\)'" QlY OF 'In>l ELEV. . _eo' ........_.IllOPllICIlIIST!IlClU ~ CJI sanH9C(($tll't('MTUI..BC&(NQ.l!l2Ol. CCIflClJIt tnDlY,I( . t SITE INFORMATION. rowvoo UlllZIllIOR llIlS ~R'I(Y: J<<Oll O'N-A20 LC: 04C0 - m.o lM.CJI:!( 1IS 9Jn[Y III1S CII DaIIlS _ It:Q,IO[I()I1S AS lEt Ra1H . DC 3l:!-'JO-COO, P~Rc[l NuuBER." ,.....21725-120000. 120100 &< 111000 ZONING, ............ .......1'1-4 SCHoo. DISTRICT YELl! nRE DISTRICT.... .. ...CITY Of YELl! W~ Tf:R... CITY Of YELM SEIlfR.. CITY Of YELM POYlfR,..... ....,..PUGH SOUND ENERGY Tf:LfPHCWL YELl! TELEPHONE CO, G~S,.. PUGH SOUND ENERGY C~8tE Tf:LI:'ASlCW.. V1ACOll CABLE TOTAL lOT5.... 51 LOTS. 5 TRACTS (55 TOT.l\L) lIlNllIUII lOT i'IIDlH....,50. SWAJ.lCST lOT SlZL...5.400 SC,FT, ~V!:R~GE lOT SlZL 6.832 SQ,FT, TOTAL SlTf: ,A//EA.. 578.865 SO.FT, (15,58~ ACRES) DENSITY......., ........... ...3,9/ACRE ~CC[SS". CITY STREETS AREA IN PROPOSED 1'1/\1:.1 53.067 SO.FT, .RC~ /1'1 CPEN SP~c[... IlJQH IT I'rIf1'CID arr SJm.z.60Z' SYMBOL LEGEND " - 100' ...- , o SO 100 200 o !['I'/2'_a"" . F'ClXI A5 MOlD -0p ""'" PllI @ICJ. (I _u<a<T1O.1 - ss - lK(JlQlCLOCl SOII1MT sro LK - . - I.JIDCRCUC) _'0 LK " " n.os 11-11 / , , l . ~'- \ \ \ '? \ \ \ ') / . \ \ 2IEEI.JI!IllJ; sml cr4t FIlLPLlTIIIP.nlflJllAlDl, ltalllllllP'1lCll.llIllIl sm 2 cr 4t .....T LAllIIT sm , cr 4t PlAT LAllIIT. ......: 1AIl1 NIT . cr a PlAT LAllIIT ___ ...Jr-..... Sheet 1 of .4 \. ........ . , \. , , , , \ ., ~U/~U'LUUU ~J ~~ L...J.::J...J.::J:U....JUU V "1'iUWLC..:J HI'tJ..) H.:J.::JUI..J rH'-.:Ic. tJl. '~ October 10, 2000 ~ /fA I T'II ~4~~ rk ?14M/~ ft./-t~ ~ #t-&rnnN. At ~~~ ~(/,.~ /~ ? John Knowles & Associates. Inc. P.O. B(JJ,: 1328 Puyallup, WA 98371-0197 Tim Peterson City of Yelm Public Works PO Box479 Yelm, WA 98597 Re. Hawks Landing Plat Initial Review of Preliminary Engineering Documents JKA Project #OO06b DRAFT Joj~ Dear Mr Peterson. John Knowles & Associates has completed our initial review of the Hawks Landing project documents thus far provided by your office. We have reviewed the following documents: )- Preliminary engineering plans by W R. Moats, dated August 29, 2000. ~ Preliminary storm drainage and erosion control report by W R. Moats, P.E., dated August 29, 2000 )- Environmental Checklist. We have reviewed the design for general compliance with City of Yelm Development Guidelines, DOE Stormwater Management Manual, and general standards of civil engineering practice. Based on the level of completion of the submItted documents relative to ,the City of Yelm Development Guidelines, we consider the design documents to be preliminary; Le" the submitted plans should not be considered final construction documents at thi$ time. Our comments are described below Drainage Report ~ In review of the preliminary storm drainage and erosion control report, the applicant proposes use of three separate storm facilities to treat, control, and infiltrate project runoff from three respective watersheds, With the information provided, namely the absence of a hydrology map. we eannot confirm that the facilities can meet the DOE requirements; but, we believe that enough area has been set aside to allow for compliance with the DOE Manual during final design. The stormwater treatment proposal appears to be biofiltration swales; at this time, no calculations have been provided to justifY their siZe and slope. However, this also can be considered a final design issue. The Drainage Report submitted with the final design documents following the preliminary p!~t deci.sion mu~t comply with the DOE format for reports and include: ~ Maintenance guidelines (to be attached to the maintenance agreement or covenants). ~ Soil logs (to a depth of three feet beneath the infiltration surface for each facility to ensure clearance to historic high groundwater per the DOE SWM manual). ~ Hydrology map delineating and describing sub-basins. );> Biofiltration swale calculations. ~ Discussion of offsite flows (primarily from the southem adjacent properties, as well as runQff ~J1ected in the proposed SR 507 improvements). }> A discussion and identification of any offsite wells that would impact the siting or location of onslte Infiltration facilities or STEP improvements. Civil Engineering Project Management Construction Management iU/~UI LUUU i~ ~~ ~ " ~~..J..J..J...Ji~UU u r,1 '1UVVl...l......J HI '1.1..... H...J....JU....... Tim Peterson 10/1012000 Page 2 Preliminary Engineering Plans - The project engineer proposes improvements to SR 607 per dUrban Arterial" Standard Drawing No. 4-3. This proposal requires curb, gutter, and sidewalk along the south side SR 507 Runoff collected from the south half of the roadway and conveyed in the gutter flow lines will need to be directed to a storrnwater treatment, storage, and infiltration facility There are 18" CMP culverts shown crossing SR 507 in the area of Tracts A and E. These culverts. and their corresponding flow patterns, must be addressed both in the Final Drainage Report and on the final construction drawings. The singular access into the site off SR 507 is located relatively close to the right-of-way access for 104111 Ave. S.E. Has WSDOT accepted this proposal? Although we realize the 104111 intx does not physically exist. Yelm Dav Guidelines section 4B.130.C requires a 350' spacing between intx's. Also, does the Urban Arterial cross section conform to WSDOT allowances for SR 507 Will there be future access directly to the Tract D commercial area from SR 507 that would allow vehicles to travel though onsite driveways, thf1lnt;:~ to the onsite roadway? Any direct access proposals for SR 507 should be clearly Identified Qn the prelim. plat map{of which JKA did not receive a copy) JKA reviewed the documents for general compliance with the Yelm Development Guidelines. We will defer review of land use issues, lot sizes, density, SEPA, etc. to the City ofYelm staff Please call us if you have any questions. Sincerely, JOHN KNOWLES & ASSOCIATES, INC. John Knowles, P E. President enc. (Plans, Drainage Report. and invoice) (c:\Wlnword\JEKlIlfIs\O006IlO06P ,lit) YELM COMMUNITY SCHOOLS Where all students can learn and grow! Alan Burke Supenntendent RECEIVED SEP 2 8 2000 By:/~ September 27, 2000 CIty of Yelm Attn. Ms. Carlson POBox 479 Yelm, W A 98597 RE. Hawks Landmg Land Use Case SPR-00-8254- YL Dear Ms. Carlson As mdIcated m our pnor dIscussIOns concernmg the referenced subdIVISIon, the Yelm Commumty Schools DIstnct does not object to the constructIOn of the referenced subdIVISIOn. It should be noted that at the present tIme Yelm Commumty Schools has an easement for mgress/egress along the southern boundary of the proposed subdIVISIOn. ThIS easement IS necessary to facIlItate bus and other traffic WhICh wIll be created when the future school IS constructed on the property on the eastern border of the proposed subdIVISIon. As mdIcated m our preVIOUS dISCUSSIons, a CIty roadway would be constructed through the proposed subdIVISIOn connectmg to HIghway 507 and would be usable by the school dIstnct for bus and other traffic common to schools ThIS proposed roadway would elnmnate the need for the eXIstmg easement along the southern boundary of the subdIvision If the above IS correct, we would reauest that turn lanes be mcluded at Hllzhwav 507 to faCIlItate future bus and other school traffic m both north and south dIrectIOns of travel. ~. S(;~ ~~. Alan Burke Supenntendent YEI M COMMUNITY SCHOOLS IS AN EOUAL OPPORTUNITY EMPLOYER AND FOLLOWS TITLE IX REOUIREMENTS 404 Yelm Avenue West. POBox 476, Yelm. Washington 98597 (360) 458-6114 FAX, 360 458-6178 .". Fire Marshal's Office Yelm Fire District FIfe PreventIOn / Plans ReVIew / InspectIOns / InvestigatIOn 709 MIll Rd SE / PO Box 777 Yelm, W A 98597-0777, (360) 458-2799 TO. CathIe Carlson Yelm CIty Hall Re CIty Of Yelm Notice of ApplIcatIOn Land Use Case' SPR-00-8254- YL Upon revIewmg the applIcatIOn ChIef Steele and myself had some concerns regardmg the development of Hawks Landmg. We would prefer to see a dIfferent configuratIOn to the street deSIgn that would gIve us dIrect access from 104th Ave ThIS would tie 104th mto the development and also gIVe access to SR 507 at the same pomt. Also m the consIderatIOn of thIS project IS makmg a second access to SR 507 m the west sIde of the development. I you have any further questions regardmg our concerns please contact ChIef Steele any time CC ChIef BIll Steele Attachments. Map WIth proposed reVISIOns LEGAL llESCRIf'TlQtiS., PRELIMINARY PLAT OF ;'JJ.\~V'<S u\J'IDJI'IG IN THE HE 1/4 or THE HE 1/4. SVI 1/4 or THE HE 1/4 a NW 1/4 Of lH[ ME 1/4 or SEe. 25, T. 17 N.. R. 1 E,. W.W.. TIIUllSTOH COUNTY, WASHINGTON. Sheel 1 of 4 ~ p.l.Rmfrll"71C.lXml p~ ~ a Oll CJ 'I'n.}j ~ \.K AD.JJSl'a01 MO. C626 ~ Rl:CCRXD \K(ll: JUlTCR'S fU If(l a?'11~ If 'l\JJ,1I( 6 rs fl..A"S. P,lQ3 2.Jl MIl 1)6, ~ rT 'MJItSTCJI CCI..NTY. WA9<<TCJr4. PAROl NO. "m,xnQl PAACn C rs crr rs '!fl.V BO..N:WiIY Lt( AOJJSl'lOIT NO. 81"'4 AS ~a::RlID lJrW AWTtR'S ru /lIO. ~ If 'IUJ.W 2407, ~A<I: SJ1, R[C\HJS rs nutSTrII o:urTY, W~CIl p,lR(]lNQ. 1I125111CXXl BASIS or BEARINGS: ~\'33'!:(l"W 0' tDI1JlK "1WI we ~. PO OTY (T "\'WI au. NO. 8144 REa:R:iD ul'(lf]f n<<.RST"C" ca.tm AI)( t!<<I22(XXlII. ~ PMal C rs em rs 'lflJI! 9C1.1().ijtf L.M: AOJJST1V(T t<<). ~ AS Jf:c:::artID l.ND AI..IJ1tR'S ru l(l. ",~. 'lQ.1M(' rs ElA'S. P-"'lS 2Jl nRI 2JI. 1l[t:alDS fT lIUtSTC>>I caMT'1. ...,...."... V!:RTlCAl OA TIJ" OTY CE mw ELEV, - 35o.e6' RAl..RO.lDSf'IC[Il~Pa.!QillESTsarsU SDl ()I sarnt 9t( CF lR'tEWAY W1lQI: NO. ,~. com:ut N1[RVAl. . ~ /' EOUIPWOO IIlJJZlIl fOR THIS SUIMY: NI(Q\I DN-A20 ~ ICJHCI) - nnD lRA'OSE lIfS 9.A'O IiIIlS (It EXaIDS PAEllSICJ4 REQ.lRlDTS AS ~ RR1H .. WAC 332-130-CtiiCL SITE INFORMATION. PARCEL NU"8ER.. 21725-120000. 120100 & 111000 ZONING.. R-4 SCIiOOL DISTRICT.. YEL" nRE DISTRICT.. CITY OF YEL" WA TfR. Cln OF YEl..\I s(WE:R.. CI TY OF YEl..\I POWE:R.. PUGH SOUND ENERGY TfLEPIiCWL YEL" TELEPHONE CO. GAS.. PUGH SOUND ENERGY CABlE lILE"SlON,.. Y1ACOI.4 CABLE TOT,'J, LOTS... 61 LOTS. 5 TRACTS (66 TOTAL) ),fINII/U'" LOT ItfDJrI.., ,60' SJJALLEST LOT SIZE.. 5.400 SO.FT, A VERAGE LOT SIZE... 6.8.32 SO.FT, TOT,'J, SlTf AREA,. 678.865 sa n, (155846 ACRES) DENSITY 3.9/"'CRE ACCESS,.. CrT'\' STREETS ARE.< IN PRfPOSEO R/lt'..153.067 SQ,FT AREA IN CPfN sPACE.. WCIIIIT PRrPfliD urr SJlIT. 2. 802 . SYMBOL LEGEND o 50 100 200 o "" 1/2' ..... . CJI' . f'CUII AS NO'tD -0p POOO PllL @lIlll (I PllG'OSEIlLICHTI'Cl! -ss- tK<Jl<Il(UIl_lOlRlK I" - 100' 1...._ _==:J -.- ~"UlK I I '''::::~;~:'~'~~~':-~~~~~L~'Q! ~~ ',"" I ~ I 11.11 / , , .. I ! " , . ~\.... ~ "-':.. \ 'I. , \ \ '> ! , MEl.JIW; HtlI (1_ fIlLPlAT"".lII:_1Ol. I&lL IDClIPlOl. lllllD 9m Z rs 4: PUT LllOJT 9Ill' S CI' 4: PUt lA1OJf. QIM lJA[ StUI' . tI 4: PLlT Ll1'CllJ Job ~ 2497 Sed<< I" . 50' Do'e 8/17/2000 _.,...tiC O>odood .J' AER .R "'- ~2497PP \ '-.. _...ll-IOOW Sheet 1 of .. CITY OF YELM PO Box 479 Yelm WA 98597 360-458-3244 YELM WASHiNGTON NOTICE OF APPLICATION Mailed on September 14. 2000 PROJECT NAME AND LOCATION Hawks Landing Residential Subdivision located on the southeast side of Hwy 507 just south of Mill Road Nisqually Estates Subdivision is directed across from the proposed project site on Hwy 507 LAND USE CASE. SPR-00-8254-YL A preliminary plat application submitted by Heritage Homes & Land Inc. for the above referenced project was received by the City of Yelm on May 18, 2000 The City has determined the application to be complete on September 13, 2000 The application and any related documents are available for public review during normal business hours at the City of Yelm, 105 Yelm Avenue W , Yelm WA. For additional information, please contact Cathie Carlson at 458-8408. PROJECT DESCRIPTION Subdivide 15 58 acres into 61 single family lots and one, one acre commercial lot The subdivision includes 1 + acres of open space and stormwater facilities. ENVIRONMENTAL and OTHER DOCUMENTS SUBMITTED WITH THE APPLICATION An Environmental Checklist, Preliminary Storm Drainage & Erosion Control Report and a Traffic Impact Analysis have been submitted Additional Information or Project Studies Requested by the City. The City has not requested any additional information at this time. No preliminary determination of consistency with City development regulations has been made. At minimum, this project will be subject to the following plans and regulations. City of Yelm Comprehensive Plan, Zoning Title (17), Critical Areas Ordinance (14 08), Storm Water Drainage Design and Erosion Control Manual (DOE), Uniform Building Code, State Environmental Policy Act (SEPA) Title (14), Road Design Standards, Platting and Subdivision Title (16), and the Shoreline Master Program. The City of Yelm invites your comments early in the review of this proposal Comments should be directed to Cathie Carlson at Yelm City Hall, PO Box 479, Yelm WA 98597 THE 15-DAY PUBLIC COMMENT PERIOD ENDS AT 5'00 PM ON SEPTEMBER 28,2000. This notice has been provided to appropriate local and state agencies and property owners within 300 ft of the project site. These recipients, and any others who submit a written request to be placed on the mailing list, will also receive the following items when available or if applicable. Environmental Threshold Determination, Notice of Public Hearing and Notice of Final Decision. If the proposed project requires a City Council decision. it will be mailed to all those who participate in the public hearing and to anyone else requesting the decision in writing ,.,;, Map Produced By: Thurston GEODA T A Center's Internet Map Server o fOX Scale- Approx. 1 Inch = 773 Feet 9/14/00 9-05 41 AM PRELIMINARY PLAT OF J-J}\~V;<S !J.\i'IDJi'IG IN THE NE 1/4 or THE NE 1/4, SW 1/4 or THE HE 1/4 a HW 1/4 or THE HE '/4 or S(C, 25. T. 11 H., R, 1 L W,W" THURSTON COUNTY. WASHINGTON, Sheet 1 of 4 LEGAL DESCRIPTIONS, BASIS or BEARINGS. PARcr1 t.n "~?Onl S51"JJ'~W ()l COIlEJIUJrl 'laW RANJl HWY. P(R ON (J" 't'El.W au NO. 81" REC(1<<D UI<<R 'M.RSTCJol C(Urfl'Y 1J.H. 9505~. PAACIl. " ex 0T'1 Cf '1U>> !lO.KWl"f' LK 4OJJST\lENT Me. 0526 AS Rf:CCJU:O l..taJl ,l,l,xnafs FU ~. 8ml~ .. YCll..U[ 6 (1" 8..A'S, PAtE 231 nRJ 236. R(CXJ[)S ~ lH.RiTCtI CXJJNT't, ~TCI( ~ PARal NO. 2'172512C100 PARCIl. C r:f err CJ m.w BCl.Jr()JJly lIE ADJJSnDT NO. 8144 AS ~caurn lJoIOCll AI.OTtfl'S ru HQ. ~ R 'tQ..l.I,( 2407, PAQ: 531, RECCR)S (S 'M.RSTC>>t COJNTY, WA!alCTCJl. VERTICAL oA TV" aTY Of 'I'El.~ ELEV. . 350.86' RAlROAD SPICE II POlO PQL C* lEST !D: Cf SJt ~7(J1SOJ'1HSlOCfEtII'l(IAYlW.BClX~o.l~. CCJfTCQ .fJOON.. . l' PJrRcrlNCl.Z1725l11000 PARal C CT aN Cf 'lflJI fICUI).Ul:y L.lE AO..I..IS'nDT NIl 0526 ~ 1l[c:aa:D lI<<R AlDlal"S ru HO. rn21~ II 'lQ.lItI[ 6 Cf EU.'S" PACES 2Jl1}RJ 2J6, REaKlS rf 'KRST'CJf ~T1. ....,......, EOUlI'WENT IITllZED fOR THJS SURVEY: / SITE INFORMATION. NI<<)j DlV-A20 LC a,(lH(I) - nn.o lRA~ lHS 9.R\O lEfTS (R EXaIDS PRE~ RfWlRfD~ AS ~ FUlTH II WAC 3J2-130-DilO.. PARCEL NUMBER ........,21725-120000. 120100 <Ie 111000 ZONING, ...................... R-4 SCHOOL DISTRICT YELlA nRE DISTRICT .CITY Of '<EL" WA TER. ........... ............ CITY Of '<EL'" SEWER. .................... ... CITY OF '<ELM POWfR ............ ....... . ..PUGET SOUND ENERGY TELEPHONE... .............YEL... TELEPHONE CO. GAS. ............................ PUGET SOUND ENERGY CABLE TELEVISiON ...... V1ACOM CABLE TOTAL LOTS............, ...61 LOTS. 5 TRACTS (66 TOTAL) !./INIMUM LOT ~D7H." .60' SMALLEST LOT SiZE. ...5,400 SO.FT, A VERAGE LOT SiZE ,.... 6.832 SO,FT. TOTAL SITE AREA", ".,678.865 SO.FT, (15.5846 ACRES) DENSiTY. ......................3.9/ACRE ACCfSS."""......."........ CITY STREETS AR[). IN PRCPOSfO R/W.,153.067 SO.FT, AREA IN QP[N SPACE" WCTII rT FfI(1'(W) art SiilIU, 802' SYt.lBOl LEGEND o \U 1/2"...... CAP . RUI) 1<5 M01ED -<:>p PO\fVIPOJ: @!Ifll (I PRlJ'(llJllll>lTPOJ: -ss- l.IllRGRa.I(lSANTM'l'~l.N: I" ~ 100' ~ t o 50 100 200 -...- - - ..........l1-.r:7i!r. --- I -'-:1-"'-1;-. -:C"'--:~:.;,} I I I -w- I.ICJ:RCRO..IrIWAlERLH 11-0& !!-G; 11-11 ... , ... , , , , \ .. \ , '\ \ , " . ',--- Job I' 2497 Scme:'" = SO' Do,., 8/17/2000 """'" .".liC CIIodo.. ." AER JR, ,,",",,",I'2497PP \ '-- RI1P1Nl/V ~ SUR V EY I NG 8506 59th. Aye, E, Puyollup. WA 98371 (253)845-0048 'I. \ ~ SIIIT 1 rE. IUl FUT IW'. SI1: If'lIlIlATkJI, ISllIllialll'lllJl, WIlCl Hl1 2 r:E t PlAT LA'l'l1lT 9m " (J' t PlAT LAYWT. QM'l( TAfl[ SID 4 (S t PLAT UYWT ~<:.. Sheet 1 of 4 PR(L\M\t.\P,R'{ pLA' or W.W/KS tAM f)J MG f 1/4 A I'f# 1/4 Of l~t lIf 1/4 . m( '" '/' Of ,," " ,/., '" ,/ ~ ~ ,~'" ",",~ ..""",,,, of sfC. 25, 1. 11 \0\,. \l., 1 f" ," BP'S\S Ot ~ S5r~E ifi,\I R","~:<<' pOl 01'1 <$ mloI a.\"ro.. NO. 6\ +I RE~ uNDER 1\\URS[(J< C(l.l1l1'( ro..f,ll. 950,'tlI$$fJ, ~ ~ f> IS REC~EO UNWl ~U\)TCfI,'S \lLE 1'( <$ mloI 6('l)NOMlY LINE ~QJJSw,~~Il~:~CO\\\)S Cf 1\\\lRST(J< C(l.l~1'(. p/>,RcO. ~ ~~ \~ '/(j"UllE 5 Cf \lVI'S. p~G<S 2)1 ~O.1l1121l)VV""' ~fS\I~Gl(J<, ~ 1 ~S RECOROED u~DER /,UOll(l\"S \llE Cf '{(I,1l!l(jJllDMlY U~E ~QJJ,::V~~i.i(ll\ cOl.l~1'(, ~fS\i1lGT(ll\ pwcO. C rf oT! ~OlU\,\E 2.\Q. ?~Cl: 53\ RE ~O, 9'ffi2zr:n:Jl III .. ,,^ '\I2S~ RECOROED u~oER /,UOI,(l\"S r\\i ~. ,~.,!l(jJllOMlY U~E t-DJ,lSw,u<lllO. o,::\\\)s <:Ii 1WJ1lS1(ll\ COI.i~Tl. pt.RcO. C \If ClTl \If 1C~ Cf aU\'s. p~GES 2:>\ 1\\RU 130. NO, 8.121000'>' IN '/(j"U~< f> 'll1S\1~G,(ll\, ~ y(R\\Ci'l Oi'1IJM CITY 01' '((Ll.I '-1..'-'1 ~ 350, 116' f>,\\llOt-D s'i'li III I'OlIiR p(l.I (ll\ lIi-S1 silt 1)\ SR, ROO' (ll\ :,QIJ\\\ sUI. r:Ii OR\'O~Y llMIJlO~ ~O, Is20\. C(ll\10UR INItR'i/oL < 2' SHE n~FORN\p..l\ON' pAR'" NUM'" ...,(7",,0000, ,,",00 · ,,,000 ZONING.. \1.-4 SCHOOL DISTRICT iElM FIRE DiSTRICT C\1'< 01' ,<ELM WATER,. CIT'< 01' '(ElM C\ 1'< 01' '(ElM ';6:R' l'uGEl souND ENERGY TELEPHONE iElM lElEP\-IONE CO. GAS' I'UG(\ souND ENERG'< %~~ I'o'fs""O' ~~:ci;~s:'~'fs^,,s (CO ,01") MINIMUM LOT 'MOTH", ,60 SMALLEST LOT SIZE.. 5.400 SQ,n AVERAGE LOT SIZE., 6.832 SQ,n ) 10'" "TE ARE>. ,,,,,,"' so.F1 ((S.58$ ,oR" Ty ;;,9/,,"CRE DENSI elT< SIREnS ACCESS,. 67 cQ 1'1 AREA IN PROPOSED R/W,.,53.O J' AREA IN OPEN SPACE" ' lENG111 ff PRtfOSflJ CITY SlREET.2,802. -..:~: \ -\ ,'. - \ }i:D1U3t \ \ \ ,,_Go ij J.~ Ell ~~ -- -- ~___f- ~ "" ~ ~ ...'" ! i .<0' "" > " S1<82<:1i4: S1tD :> r:Ii .: S1<8 · [jC .: 2497 ~50' ,. - ~/2000 B/,7 ~ D~R JR. 'hec~ed b~ ~ 2497\'1" Drowin9 If. "- '-.... \ .\ , I \, " " I, \ , , \ '\\ \, ~~~ \__ ' \ :" 1- '" - "- \ - \ \. "''<, . --~ J-. 'i \ i'~ " It,_ "';;__-- '_ "'> \-----, .._-,..,..... .... " 1 ~-" .... "'~ "'~ " 1\ ....""'" "', ~, J..... '... I '- v , / "" _ 'W" ....', \ "" -. '.... \ "-.'" - -, \ ::.:: \"..:-, \ \' ~ \ --'" ,.... 0<' , , -'"'!'\, \ , \ -' ..rT I\o\ort sit. l~fCl'll~ 1\(ll\. ~ fIltt p\,I.' \I/o?, (ll\ \iCUlO S1<8 \ r:Ii.: \iG/oL ~1\ , p\,l.T \,I.W1 ~" (JjR\I( T~gJ: pv.T \,I.1uv . PU\' l~1(1.l1 snee\ , O~ 4. ... \. \. ---' sneel PRELIMINARY PLAT Or HAWKS LANDING " '" " 'I' '" ". " 'I'. " 'I' '" ," " 'I' · '" 'I' '" ," " 'I" OF SEe, 25, 1 17 N.. R, 1 E., W,I/,. 1l\URS10N COUNT! WAS\-IING101l. SEE SHEEl 3 Of 4 I C2, f 21 ~/I'/ ~V4' // ,/"\ :--..A/~I'",.,/'\ ' ~ , : 7 \ ~."<O'" / .,;;;; \ 'Af o Jf>~ s'" ~ ~~'\ . ; j;/ co' // / ;",,,,/:/:- ~ ~/ /f ~$' / // '\~~;ff7 hq// //W ,/ / "'s / / ~ /// I / \ \ \ \, / ,~ -\ ~\ I \ --~ \ \'- \ ~ ------ L 0- \. , ~ -. "- ~ -. -~--- ---..,- - ;1 -~. -----.. ~ "- - '- ' , - \ \ \ \ / / V~I'/ <1 I i / ~ -------- -', \ ~ ---- @ ~ / 4fi 'ID ~ ,~ t / .... .,. o .... 8 :x: '" \ w I \ ~ "..,I/' \..~ "/ \ \ {~ 60' \ .' f' I I I \ '~ ~ II II I' I ' \ \ I \ \ ,l \ L \ 1roct C I \ \ 47033 SO,fl. \ \ \' \ ,?~RK I ",. '" I \'%"" X I \ ~1l " I %' 't1-,? " va " v1- , , " +/' , . ""Qp , (o/' " ~, ,9. "" ~~ " 4~ " "," , -"'~ ,,,, Sheet 2 of 4 II , ~ 1i'i ~ ~ ~ , ~ ~ ~ ~ SH(f11 If 4: FULL pLAT MIJ' SITE \~fOR\l~1\~. tIGAl DE5O'\P~~. tIGl)lO SHEH Z If 4: Pl~lLAy(lJl SH(f1 3 If.: fl,P.I LAy(lJT. C\IR'<t TABLE SH(f1 . If.: Pl~T LA~(lJT .2497 ~50' ~/2000 , 8/16 ~ bY. J ~ER JR ed by. ~ DraWing +'l:o ~~'" {>. Ip ',"- - "'~~ J? 1 --.. ' /'-.. ''\ "~ '...... ' ~rn \~ "- "- ..... ''''''''''', \ "-~ --.:- \ , \ ------ \ , . \ \ '-.. \\ '- \\ " -" \:== " " , \' " ' '~ "" ct I ~- >:i 5 \0,721 SOH ,. 1iSg ~g, NBf22'30"N '6t71 '~ gj 4 w ry 5,885 SOH .~l' ~r G,' 51 '" ~ :::::--------- 24'/ ~1:.-~ ----- C4 -------- ,;. PRELIMINARY PLAT OF' 1-1J.\ ~V i<S !J.\i'I1) 1 i'f G IN THE NE 1/4 Of nlE NE 1/4. SW 1/4 Of THE liE 1/4 &: NW 1/4 Of 1HE liE 1/4 or SEC. 25, T 17 M., R, 1 L, \ut, THURSTON COUHTY, WASHING10H. / 1" ~ 50' r".- :J o 25 50 100 .~ - ...........L..- '-... -"~,, .. l t'::.. ~ I I.! ~ 104fh Ave. SE ~ ~ 1'1 ~'I I ~'I / I 1- .1 ,~ 1<; '" "" ,... '~ 6 .~ 11.650 san. g -z. e21 l =60,00' PRCWOSEll SIDEWALK (1\1') ---4- ClJR~ TlIBlE CUlM 1ENG111 C1 102.26\ f::l 61.25 C3 150.10 C4 371L02 cs 150,08 C6 150,58[ C1 98.15 C8 ~.98 C9 ~.98 C10 29,181 C11 42.+11 en 17,83 cn 10.28 C14 ~.13 C15 44.921 CI6 32.151 C11 1\,16 C1B 41.96 C19 42.18 C20 29,3.0\1 C21 20,00 cn 1013,58 C23 31.22 I / ~---+- I ~-- ~l' ;.. ~ t""'r<i ~~ 7 9,699 saH Sheet 3 of 4 RADIUS 150.00 200:00 200:00 500:00 1oil.OO 100:00 144.84 35,00 ~ moo 25.00 111.64 m:84 Ts:OO 25ffj 25ffj moo 2s:OO 2s:OO 25.00 moo ---n:ro 91,03 DElTA 39'03' 4if ~ ~ ~ ~ 8616'3r 39'03'W ~ 90'00'00" ~ 9T15'i5' ~ ~ I~ ~ ~ 116'42' ~ ~ 6Ti5'iO' 21Q'ii' mw ~ l =60 00' ~ SEE SHEET 4 Of 4 " II 111 ~ J' I . -I -f- l~~.~",; . .- I ;.. '" Job ,: 2497 Scale: 1" = 50' Dote: 8/16/2000 Drown by. JHC Checked by: AER JR. Drawing #:2497PP SHEET moo:.: SHEET 1 (f 4: FUll PlAT WAI'. SITE INfORMAUON. LEG/Il. OES('R\PTION, lEG[NO SHEET 2 (f 4: PLAT LAWl SHEET 3 (f 4: PLAT LAW1. ClJR~ TlIBlE SHEET 4 (f 4: PlAT LAWl Sheet 3 of 4 PR(LlM\NAR'< p\Jo.I or HAWKS !.A~f)I~G . ," '" '1' " ,," " .1'. '" '1' " 'f';.;,{~ ~::.:." '1' Of SEe, 25. 1 \1 14., R, \ t.. I/I,lt. SEt. 5\1(0 3 of 4 '1srA"'-::- ~ _ ---'" C7 . _. -"'-J \ ~\ ! I ~- ~t I" ,......, l \ 1\ 1 ". \ . -\ 350 - \ . +-" -;," ,~;:j. .l"~~'~"<\ \ \ \ "" " (~ II \\....1 \ J - ..- \ \ \ \ \ "'1"1_' \r; I ,J2_ ''!' ~ r- ,,,>'''' /oJ. II:>" , '- ':;;. ~ 5 \(), TiJ SllJi, ;Zf '\4 r ,~ G ':l\ \\.\\50 sa,>" g z ~. ~\a 7 <0 ~ g 9,\\99 sun, F ~~g ~~ ~ N8~~ '61.77' 27 >g It 4 ~" ... .n' ~ 5l\!l5 soJ1. .~ .~' I ~ .... .;\ \-.1 :) B.9Il6 son. ~QQQ ~ SlDf~NJ( (111') 1..,11J.~'~ - ..-4:- - - -;:...-- , ....--- VI T'-- -:7- S77"5f06''E 2{{lQQ' , :): '%\'''' 6.9.2 *", S '"' '\is '8 ~ on " ... - II ... -' o "" s- ~ <>l <>l v> , , , ~\'" ~-;; g z ,4 1\,498 SQJ'\. 138.95' 111l,11' 95.20' " " ~ SHfD 1 (f 4: fIlll. 1'\.1-1 ~~~. S1t \NfCW~1\I)l. iIGIoL ~SCR\?1\I)l. iI~ SHfD 2 (f~, ~1J.1 iJ,iW1 sHfD ;, (f 4: ~1J.1 iJ, iW1. ()JR'I( 1/oBti Sl1fD 4 (f': ~lJ.i iJ,iW1 ,.... II" \ " - \ I ''& $ ----- I / / , , " '.:P i I tl"p.NEN ~ 8506 59th, Ave, E, PuyoIlUP. WA 98371 (253)845-0048 2497 ~50' ," - ~/2000 8/16 ~ ~RJR Dr." ~ , 9 V:2 Drawin Sheet <\ oi <\ / -1i~( / / I I I I 677 Woodland Square Lp SE Lacey, Wf' 98503 POBox 3485 Lacey, WA 98509-3485 (360) 493-6002 (888) 493-6002 Toll Free (360) 493-2476 Fax City ofYelm PO Box479 Yelm, W A 98597 Invoice #' ] 7046 InvOIce Date 7/21/00 Attention. Cathie Carlson e-mail sca@scaengrcom www.scaengr.com Project: BIllmg Group 00006 002 Yelm Development Review - 2000 Bruno Subdivision - Traffic Review Professional Services for the Period 6/19/00 to 7/14/00 This invoice includes charges for review of traffic scoping letter and trip distribution for Bruno Subdivision Professional Services Principal Rate $12500 Hours 200 Charge $250 00 Professional Services Totals Total. $250.00 - Awrc!2!. for Payment: Date: rz (w 107> Project: Sub ~ GO 'i3 L5' 4' V c...- (fb % BARS # CO/ 55J~ fb q I % BARS # Retainer Applied, $000 $000 Finance Charges, * ** Total Project InvoIce Amount: $250 00 IZA -DESIGN/BUILD' CIVIL AND TRANSPORTATION ENGINEER:ING . PLANNING' SURVEYING 05/10/2000 13 05 2537701473 HEATH&ASSOC,INC PAGE 02 TRAFFIC IMP ACT ANALYSIS PROPOSED SCOPE GENERAL Project name Location. Land use: Project Access Horizon Year Bruno Project South east side of SR 507 south of SE 104th A ve(see map) 61 lots One access off SR 507 (see site plan) 2001 ANALYSIS PERIOD Peak period between 4.00 PM & 6:00 PM INTERSECTIONS T(J EXAMINE Access E Yelm Ave & First Ave SE PIPELINE PROJECTS As per jurisdiction PRO RATA SHARE CONTRIBUTION As determmed by traffic study ADDITIONAL COMMENTS Growth rate at 2% VICIllity map Site Plan Tnp Generations . UN( ~jdJ:~ ct ~J1D ufi YV--. Q- , 6-1'0 < 0 CJ,~ru~ vr U ~~/ J 05/10/2000 13 05 2537701473 HEATH&ASSOC,INC PAGE 03 " , , , , I ~I 1 ~ 'C ' ,,C>~' It:Y ,,) ~I)' ~ ji ~~ " $'4r' -,~ / ~'t ',~" ~/''" I ,I, . ~! '.....) " ~.'..... ' - '.&" ...... I "- _~ . I' ~}.; ~~ -F' ~lA ~'" ~ 6ln... ,.A $' ....{'~ -, ,'7 ~ "'), ~~<1/-- 'O"~~~(f!~6.. I~'.-~ .-"".. .','>:1 ~_ ~.l '~~ ,.' ~~- .,('~; '~I)'~ ~' . ~" ,/ ,'IJ-, 4' '" -~ I ,~,,L - ~ .tCT.tl)' . ~0 .>';Xelm v~ ):> ~I A_ .'vlA,.A ' · ' ti'~, 'I"~ <<l ,~r;jY ,/, ....., $' ,<(, '" ' .. r,:-f()' ",/ #" '-~ ~r4'~ ~~q- f, ~/' ~,~<v<< 0/ 4- ';:~C?;. "..... ~4: .07" '..... ~ I ''':i>' " 4?' ". I? &~ / ... ~ ~/' \', '''('' J,Sla.,2!'Id-$}, '~ f' ~E:~9.~r~ Ava Ii ~"1~ I tJl -y~ ' i fI'\ -'?I)' -1'~ '" ill ", <f.l: " -0: ". .~' , 1"-'-" \ \ ~I':l,_g,~,? ~ ! ~ co<c,. ~~" ~~ , "" I , ' "1; I- ~,I ~. .:>.'b, t'" <#{# ,'. ~. 4'" Ra!.I~y Rd SE ~~rr.t V~lIey Rj_~~m" '- i , w U) in ,i ,:;, :0 \, Longmire St SE. '. // "./ , /' /' ,/ " " / i ,.."...,..,.1 i ~, 105tt) W !!lYSE .-.....,. .-.----r-...'.... , . i , , j ---~ I w' (/)[ '0' 0::[ ~\ ~ =I ~ >- w (fJ Fo)( Hill Rd SE '1 m ...,1Q~h,~~$E r .' I ,/ Oml O,i 0.2 0.3 0.. O.S -- Streets98 C09~~t iCllill~1\1117 Mk:ro8CII COI'I'OratiM end/cr its suPPlie",. All ~hts .....",..;1, F'l"" Vlllt ourwllO lite 81Iltlll:llmeps,,,.pMll.iI,l;QITl, Palle1 l\'\C l-I'E.All-1&ASSOC. 1.3 05 1.0/'2000 '2537701.473 " d- r::..L '.cJ ..J .-( '-. \.." "." c. f ~ I ~~3 ~ f _:.1--- r '" .5!) 05/10/2000 13 05 2537701473 HEATH&ASSOC,INC Bruno-Yelm Summary of Trip Generation Calculation For 61 Dwelling Units of Single Family Detached Housing May 10/ 2000 PAGE 05 Average Rate Standard Deviation AdJustment Factor Driveway Volume Avg. Weekday 2-Way Volume 7-9 AM Peak Hour Enter 7-9 AM Peak Hour Exit 7-9 AM Peak Hour Total 4-6 PM Peak Hour Enter 4-6 PM Peak Hour Exit 4-6 PM Peak Hour Total AM Pk Hr, Generator, Enter AM Pk Hr, Generator, Exit AM Pk Hr, Generator, Total PM Pk Hr, Generator, Enter PM Pk Hr, Generator, Exit PM Pk Hr, Generator, Total Saturday 2-Way Volume Saturday Peak Hour Enter Saturday Peak Hour Exit Saturday Peak Hour Total Sunday 2-Way Volume Sunday Peak Hour Enter Sunday Peak Hour Exit Sunday Peak Hour Total 10 78 o 21 0.64 o 86 0.72 0.41 1.13 o 23 o 68 0.90 o 74 0.41 1.15 10.58 0,58 o 49 1 07 8.64 0.61 0.54 1.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 o 00 o 00 0.00 1. 00 1 00 1. 00 1 00 1 00 1. 00 1. 00 1 00 1 00 1. 00 1. 00 1. 00 1.00 1. 00 1 00 1 00 1. 00 1 00 1 00 1. 00 1 00 658 13 39 52 44 25 69 14 41 55 45 25 70 645 35 30 65 527 37 33 70 Note: A zero indicates no data available. The above rates were calculated from these equatlons. 24-Hr. 2-Way Volume: LN (T) '" 92LN (X) + 2.707, R^2 "" 0.96 7-9 AM Peak Hr, Total: T m 7 (X) + 9.477 R^2 ... 0.89 , 0.25 Enter, 0.75 Exit 4~6 PM Peak Hr Total: LN(T) = .901LN(X) + .527 R^2 = 0.91 , 0 64 Enter / 0 36 Exit AM Gen Pk Hr. Total' T "" .704(X) + 12.09 RA2 '" 0 89 , 0.25 Enter, 0.75 Exit PM Gen Pk Hr Total. LN(T) '" a87LN(X) + .605 R^2 "" O.!H I 0.64 Enter I 0 36 Exit Sat 2-Way Volume: LN (T) .. 956LN(X) + 2.54, R"'2 0,92 Sat Pk Hr, Total: T "" .886(X) 4- 11. 065 Sun 2-Way Volume: T .. a.832(X) + -11.604, R^2 "" 0 94 Sun. Pk Hr Total: T ". .756(X) + 23.815 R^2 '" 0.86 0.53 Enter, 0.47 Exit Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. 05/10/2000 13 05 2537701473 \ \ \ \ \ -------- HEATH&ASSOC,INC PAGE 01 F acsirnile Cover Sheet To: Kathy Carlson Company: City of Yelm Phone: 360 458 8408 Fax: 360 458 aaes -1-; 4 ~ From: Greg Heath Company: Heath & Associates, Inc. Phone: 253 770 1401 Fax 2537701473 Date: 5/9/00 Pages: 5 Following IS our request for scoping on the Bruno project. If you have any questions, please call. I~~ Of THE p~~1 FAX TRANSMISSION CITY OF YELM PO BOX 479 - 105 YELM AVE W YELM WA 98597 360-458-3244 FAX. 360-458-4348 To:v.ur1 ~ Fax #: "ft3 . ~ 2- Lt' 7 ~ From: ~~{~ Cvi{~ Date: 5(rD 100 Pages: -{), including this cover sheet. Subject: Cml~ 0d~ ~kc' tL !(X)!L cJ fL COMMENTS fyto jXA c; p( 0 fO 5 vA. -:C- I1~U.e.~ ML:~ wrh-- f1-u &(Jf !lC.0( SO L ~ V--5Su-~ hL aJ/~ M~cL (0 fk - 2{o WOLN~ i'c4'-L {u?0-f (ZX(~ 6.~t,t/) CA-~ SalJ 7f 'Ux5 11e--lluL ~ p-d rfitLf> c, (Jlv( 71 If . 1Ja.f<<-(-1rLI -ofsfrfbd1dL-~ ~ 9t\t~;1~ tL ~ I --- ~4/k.-.~ ~ _ *J~) If you do not receIve all copies or any copy is not legible, please call (360) 458-3244 as soon as possible dslc:\office\forms\fax,3 PRE-SUBMISSION MEETING Date: March 22nd, 2000 To: Hentage Homes & Land From: Pubhc Works Department RE: Proposed Development The Pubhc Warks Department has the followmg comments relatIve to the proposed sIte development of the property located at Hwy 507 & 104th Avenue S.E. WATER: The proposed development IS currently not servICed by CIty water and would need to connect to CIty servIces. There IS an eXlstmg 10" watermam located along Hwy 507 (OpposIte sIde of road of proposed development) Water ERU's (eqUIvalent reSIdentIal umts) are based on a consumptIon rate of 240 gallons per day and are charged at a current rate of $l,OOO/ERU (fee subject to change) mSlde CIty hmlts. One ERU would be charged to each proposed reSIdentIal bUIldmg lot. These fees are payable at tIme ofbUIldmg permIt Issuance. There IS a watermam extenslOn latecomers fee assocIated WIth thIS property in the amount of $13,711 19 Fee IS payable at buildmg permIt Issuance IRRIGA nON METER. An addltlOnal water meter may be mstalled for the purpose of lITIgatIOn. SEWER: The proposed sIte IS currently not servIced by the CIty'S STEP sewer system and would need to connect to the CIty'S system. There IS a 6" connectIOn hne aVailable along the property frontage of Hwy 507 The property IS located wIthIn the Mill Pond LID DIstnct. Forty ERU's are assessed to the 2 parcels of land proposed for development and are at a cost of$I,823 15/ERU, WhICh IS paid on an annual basIS over 15 years. In addItion, the number of ERU's In the LID are charged a hookup fee of $2,480 (fee subject to change) at the time of bUIldIng permIt Issuance. Sewer ERU's (eqUIvalent resIdential umts) are based on dIscharge of 240 gallons per day Any additIOnal ERU's necessary for the project (in addItion to the LID number of ERU' s) are charged at the current rate of $4,850/ERU (fee subject to change and subject to sewer capacIty avaIlabihty) AddItIOnally, there IS an InSpectIOn fee In the amount of $14500 + 3500/ hour These fees are due at buildIng permIt Issuance. There IS a sewer maIn extensIOn latecomers agreement associated With this property In the amount of $11,798.32. Fee IS payable at bUIldIng permIt Issuance. FIRE: Fire protectIOn to the bUIldIngs must be provIded per the Umform FIre Code. ReVIew of cIvIl plans wIll determIne appropnate placement of hydrants. STORM DRAINAGE: If the proposed development IS over 5,000 square feet of ImpervIOus surface there are stormwater treatment reqUIrements per the D O.E. Stormwater Manual. STREET FRONTAGE: Frontage Improvements are reqUIred for thIS project. Frontage Improvements shall be conSIstent WIth the sectIOn "major arterial" per the CIty ofYelm's Development GUIdehnes (attached) Intenor roads shall be conSIstent wIth the standard "local access residential" Upon addItIonal reVIew by CIty staff, apphcant may sIgn a "waiver of protest" and agree to particIpate m a future street Improvement project when the CIty deems necessary STREET LIGHTING: Per the CIty ofYelm's "Development Gmdelmes" ADA REQUIREMENTS: Reqmrements will be determmed upon reVIew of cIvil plans. OTHER: CIty of Yelm Busmess License. These comments are preliminary in nature and are not intended to represent fmal comments and or requirements for the City of Yelm. Until a complete application is made, the planning and/or public works department can only attempt to inform the applicant of general requirements as they appear in the form presented by the applicant at the time of pre-submission. cC' SPR Committee File C:\My Documenlslpre-subs\200010322hwy 507.heritagehomes,doc _..f 4! ,. 1\ '4. ~ ! lo.' ~ . . :' <t R/W R/W I 10' 9~' 10' rt1 rt1 !~ >3 6' ~' , 5' 11' 11' 6' 6' 1" 11' 5' B' 6' ~ ~ ~ i aI i1 ~ 9~ ;tj ~ 19 "'0 i ~ ~ 3 3 ~ ~ ~ ~ i c!J i ;;:j ARIES ~ 0 n 0 0 ;;0 ~ ;0"'( r- s;: % i i ~ (') ~ .~ > ~ ~ i:i Q V ARIES I'll 1 i (') -i > 2 "'0 Q z -l CEMENT CONC. BARRIER CURB AND GUTTER CI TY OF YELM DEPT. OF PUBLIC WORKS GENERAL NOTES: 1. NQ "ON STREEr PARKING PERMITTED. 2. REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMA TlON ON STORM DRAINAGE, STREET LIGHTING; PAVEMENT STRuQTURE, EeT MAJOR ARTERIAL APPRO~D "'-ltBREV.DWC , OA1E DWG. NO. 4-2 fl', l ....._-,./ R/W <t R/W I 1" 56' 10' U ';' 1,5' U 7' 11' 11' 7' 6' fI' ............... ~ t ~ i I ~ ~ ~ ~ i ARIES ~ ~ ~ i ~ ~ ~ (II 2 ~ ,." ,." rTI 'i5 VARIES 0 )>00 2 "l) ~ -Z! -4 CI TY OF YELM DEPT OF PUBLIC WORKS LOCAL ACCESS RESIDENTIAL GENERAL NOTES. 1 "ON STREEi' PARKING PERMITTED. 2. REFER TO RELEVANT SEC1l0NS Of WE DEVELOPMENT GUIOEUNES F'OR ADDI1l0NAL INFORMA 1100 ON STORM DRAINAGE. STREET UGHllNG, PAVEMENT STRUCnJRE, ETC. 4-4lONtWJ>WO APPROval oWG. NO. 4"'-7 j:~ ~ \~.i "r ; :_t ,.......... :::;~;?t.) s; N~ '" ~~......,.\ 0- '" ~$o>""'" _0 <:> ""'" _=-(11 :00- ...., 0> ~ --0 .<'~~. l!:XHIBIT "B" NISQUALL Y ESTA'IES - WATERMAIN LA1EcoMERAGREEMENT HIGHWAY 507 and lQ4TIiAVENUESE 2113/98 .A.1U Fronia2e An4 FTOISti1z.e Totdl LC4 /D. T-'" Pared NIU1Iher Ownen NIZlM Mtd1in1! MlJTas Isf) trS!tJ Assessmmt ~ ~ 1 21725111301 Limited Partne.rsbip ill993 lS2~1 Mill Road SE Yd.m, WA 98591 663.680 955.6 S 7.583.42 S 6.322.73 S 13,9K.l5 :PAD> 2 21725111300 PO Box 171 WA98S58 642.160 1,057.0 S 7.337.52 S 6993.65 S 14,33-L17 I>AID 3 2172S130200 imcicJa B. Hofiinan PO Bole 1543 Duvall WA "98019 425.260 175.8 S 4.859.16 S 1.16H8 S 6,OZ2.34 . """",~13039lJ""'..e;, -~-- lPC)Box.S2.+.Ydm,'-WA<9SS91-.--,"",... ..,,,,493.940:>:' ~'m'1,4t'9:' ~t.. ' ,$"""'.~~";~-l41S,?1'! ~";' l\::. 5 , 2172S12W.OO CR ' IPOBox1206Ydm. WN~,:" . ';.";;353 090 446.8 $ "',i;.(034.52; S 2,.9S6.26' ... '., 6. 2J72Sl2OOOO POBox 1206 Ydm; WA 9859F:" 136.l4G '780.6 $ J"";r.5SSSs, $ s.I6US~ ;$:>;''-'20.,0 7 21725110300 Pllcific ~- Inc. POBox 513 YeIm. WA 98597 46.051 90.0 $ 526.26 $ 595.49 S 1.UL15 . 8 2172S111100 !Po BolC499 Ydln. WA 98507 132.090 181.4 $ 1.509.30 S 1.200.23 $-2."'54 9 21725111101 arv J. JobnstQn 15341 SE 100000AVll. Y. WA9859 43586 ' 150.0 $ 498.03 $ 992.48 $ 1,490.50 10 21725110900 Charles Jellison !PO Box l258 Ydm. W A 98591 52,;ll2 1<>0.0 $ 596.59 S 1,058.64 S l.6S5.23 11 21725110800 Charles Jellison 1'0 Box12SS Ychn.. WA98S<J7 16612 40.0 $ 1~9.81 S 264.66 S 454.47 12 21725110703 J::>owrlas L. Cameron 1S311 SE 104th Ave. Yelm. W A 9859 13029 60.0 $ 148.87 S 396.99 S 545.8& 13 21725110700 ~R Cameron 15309 S& lQ4th Ave. Yelm. W A 9&59 22,876 96.2 $ 261.39 $ 636.51 S 897.90 14 21725110702 Doon& M Strouse 15307SEI04thAVll. Yelm. WA98S9 15 514 1'15.0 $ 171Zl S 160.90 $ '38.l7 15 2li25110701 ~A Brvan 14305 SE 10000AVll. Yelm, WA 9859 22. 871 19<>.0 $ 261.33 $ 1.157.14 S 1,518..47 16 21725110500 Pacific Do ...: ~ !nc. IPO Box 513 Yelm. W A 98591 249 &55 1.306.0 $ 2.854.92 $ &.641.16 $ 11.490.88 17 21725110200 Pacific -0........:_ !nc. IPOBox 513 Yelm. WA 9&5<J7 203,110 223.5 S 2.321.48 S 1j418.79 S 3,8Ot.27 T Dtt.Ib: 3,53ZJ,4Z 6.099.8 S 40,359;38 S 4(,359.38 $ 8e,718.75 CONS'lXUCTION COSTBRl:AKJ)OWN' ~RI.rW s 0.01143 S 6.617 Comtnlctlou CoDtrKt $ 52.SOO.00 Assessment Rate Calculation: total sf} 50% cost total front.8.Rd5O% cost SakI Tax S 4.200.00 s 4000.00 SQJ'VnlD2 S -3 000.00 CoDStl'adioA ~ S 875.00 f Sub-total $ 64.575.00 15"/. Overilead $ 9 686.25 100/. Profit, $ 6,457.50 Total CMt: S Be 718.75 Bi'71 l.ll:{ ,/ It ':- I: ., EXHIBIT "B" NISQUALLYESTATES - SANITARY SEWER LA.TECOMER AGREEMENT HIGHWAY 5(J7 and 104TII AVENUE SE 2113/98 ~ (,O~~~ ",'" 0 ",=~= ....., 0> c:: "''' :::..~ ,.,.. .C'":) ~ ....., a> <"-.I L- "''' C7)___ =:J; _rcs<"-.l-= \,.., a- c:J. ....- ....,.., ~8 C'? -<;;. I , ! Area Fromage I ATeiJ FT01JUlge ! TOI4l I ~'" :r'__ I ,-~ LC4 ID. I T4X PlII'CdNllmbn ' Owner.r N/1JM M~ Address ! &.1L . (fed) AsussmenJ I A=t ! A=sment i 11 21725111301 Steadman Limited Partnership # 1 993 15201 Mill Road SE Yelm. WA !}8597f 663,680 955.6 I S 6,525.44 I $ 5,44D_64J S 11,%6.08 ,PAID i~ 2: 21725 111300 Mark Car;lemer PO Box 171 McKcIln4, WA 9SSS8 642 160 1 057,0 S 6,313,85 S 6017,95 i $ 12,331.80 PAID (- 3 21725130200 Graciels. B, Hoffinan POBox 1S43DuvaD. WA 98019 425,260 175.8 S 4181.24 ! S 1 000.90 i S 5,182.13 Il..V ~;, ~~::~:;.211' .- -. - ~'ll4:!Fom:stllr...,,,,o',., """Yf"'"'''~''' IFOBo>>$24:Y~W A'98591.ir'2~'1-!1i1!f m.f493;lMO; -;;"J.f.;^.m~ ,..$!\l!~r.4~S2( ;$ 'i ,.U;\t!.;S\\409f3l)i ;S',5,U5.8S - ~ . $ ,_ 21125120100 JCH PO.Box 1206 Yelm. WA 98597 _353 090 _,.446.8. -$: ;,',L", 3,471.65 S 2,543.&2 $ ,6,olS.48 '-11-;'/:& -" - 6 2172512??oo JCH " ., '0 l3Ox'1206'Yclm.W' A 98597 136140 m.6 S \:";",;1;.338.56 S 4.444.29 S 5,78Z.84 l/ ' -~ 7 21725110300 Paci:fic Inc, '0 Box 513 Yebn, WA 98597 46,057 , 90.0 $ 452.84 .$ 512.4] S 965.25 ' """.., 8, 21725111100 ,Thomas l ^n~' '0 Box 499 Yelm, WA 98507 132,090 .1 1814 $ 1,298.74 S 1,032.79 I S 2,33"Ui2 j ~~ 9\ 21725111101 illiY J. Jolmston 15341 SE l04thAve. Yehn, WA 9859 43,586 I 150.0 S 428.55 S 854,01 ,S 1.282-56 I 10i 21725110900 barles Jellison PO Box 1258 Yelm, WA 98597 52,212 ! 160.0 S 513.36 . S 910,95 I S 1.424..31 i -, . Ilj 217.25110800 ~ Jellison PO Box 125& Yelm, WA 98597 16,612 I 40.0 $ 163.33 S 227 74 ! $ 39L07 , ~ 12; 2rn5110703 IouglasL. ~ 15311 SE 104th A_ Yelm, WA 98591 13,029 60.0 S 128.10 $ 341.61 ! S 469.71 i ~ 13/ 21725110700 00lrlas R. Cameron 15309 SE l04thAve, Yelm, WA 98591 22,876 96.2 $ 224.92 S 547711$ m.631 14 21125110702 Domla M. Strouse IS3G7 SE l04thAve. Yelm, WA 9&591 15,514 115.0 I. S 152.54 $ 654.74 S 807.28 i ....Jt:.._-_ 15 21725110701 Edward A. Bryan 14305 SE 104thA\e. Yelm, WA 98591 22 871 190.0 I S 224.87 $ 1,081.75 I S 1.J06.62 I 16 2172.511 OSOO Pacific Properties, Inc. POBoxSJ3 YeIm. WA98597 249,855 1,306.0 I $ 2,456.63 S ',43:S.6I1S 9,892.24! 17 21725110200 Pacific Properties. Inc. PO Box 513 Yelm, WA98597 203,170 , 223.5 $ 1,997,61 $ 1,272.48 l S 3,2711.09 I I i I I , ! , Tot4ls: 3,532.l42 6,099.8 S 34,728.75 is 34,728. 75 i S 69,457.59 i . I : I I f I IC6NSTRUCl1ON cosr BREAKDOWN ~Rate: I , S 0.00983 I $ 5.693 i , i : I , : Coustl"llctilln COJltract 1 $ 45,200.00 Assessmc;nt R$ Ca1::ulation: !total sf1 50% cost 1tcta1 fromagel50% cost SaIet Tax 1$ 3,616.00 I 1 I S 3,500,00 i ! ~Ul'VeyIng S 2,500.00 : ! Consm1dWt. Obaft, S 7Sf}.00 .1 I , J I i I I : , , ISllb-totaI 'S 55,566.00 I J , I , I I I I I i 15% Overilad $ 8,334,90 1 ! , ! I . [10-1. Profit S 5,556.60 ! i i I i \ i ! i r j i i i I !Total Cost: :$ 69 457.50 ~ ~ ! I i , I == <.:> -= - --' ...... >- ~ ~ ~ \ t ! ) '. MILL POND DISTRICT BROWN, WILLIAM JIKA THRVN GIS Acres: 4,55 ASSESSMENT COMMENTS: 95 21725111000 J Base: 4 Base: $7,292.60 Prepayment" 17025 CANAL RD SE Supplement: 16 Supp: $29,170.40 $0,00 MILL POND YELM, WA 98597 Total ERU;s: 20 Total ERU's: $36.463,00 -~ BROWN, WILLIAM JIKA THRYN GIS Acres: 3,12 ASSESSMENT COMMENTS. ~99; 21725120000 J Base: 2 Base: $3,646.30 Prepayment" 17025 CANAL RD SE Supplement: 18 Supp: $32,816.70 $0,00 MIl.L POND YELM. WA 98597 Total ERU;s: 20 Total ERU's: $36,463.00 BRUGEON,DONALD GIS Acres: 3,69 ASS!:SSMENT COMMENTS: 97 21725140400 10625 MILLROAD SE Base: 3 Base: $5,469.45 Prepayment" VELM, WA 98597 Supplement: 0 Supp: $0,00 $0.00 MILL POND Total ERU:s: 3 Total ERU's: $5,469.45 BRUGEON,OONALD GIS Acres: 1.01 ASSESSMENt COMMENtS: 98 21725140501 10625 MILLROAD SE Base: 0 Base: $0.00 Prepayment'" YELM, WA 98597 Supplement: 0 Supp: $0.00 $0.00 MILL POND Total ERU;s: 0 Total ERU's: $0,00 BRYAN, EDWARD A GIS Acres: 0.52 ASSESSMENT COMMENTS: 99 21725110701 15305 SE 104TH AVE Base: 0 Base: $0,00 Prepayment= YELM. WA 98597 Supplement: 0 Supp: $0.00 $0,00 MILL POND Total ERU;s: 0 Total ERU's: $0,00 CAMERON,bOUGLASL GIS Acres: 0.52 ASSESSMENt COMMENTS: 100 21725110700 15311 SE 104THAVE Base: 0 Base: $0,00 Prepayment= YELM, WA 98597 Supplement: 0 Supp: $0.00 $0.00 MILL POND Total ERU;s: 0 Total ERU's: $0,00 DOTSON, JOHN GIS Acres: 1.93 ASSESSMENT COMMi:NTS: 101 21725140300 10747 MILL RD SE Base: 1 Base: $1,823,15 Area adjusted YELM, WA 98597 Supplement: 0 Supp: $0.00 Prepayment" l:> MILL POND Total ERU;s: 1 Total fRU's: $1,823.15 $1,823.15 I EVERGREEN PACIFIC PROP GIS Acres: 3,03 ASSESSMENT COMMENTS: 102 21725110100 INC Base: 2 Base: $3,646.30 Prepayment= POBOX 513 Supplement: 0 Supp: $0,00 $0.00 MILL PONO YELM, WA 98597 Total ERU;s: 2 Total ERU's: $3,646.30 EVERGREEN PACIFIC PROP GIS Acres: 4,67 ASSESSME:NT COMMENTS: 103 21725110200 INC Base: 4 Base: $7,292.60 Prepayment" PO BOX 513 . Supplement: 0 Supp: $0,00 $0.00 MILL POND YElM, WA 98597 Total ERU;s: 4 Tolal ERU's: $7,292,60 EVERGREEN PACIFIC PROP GIS Acres: 1,05 ASSESSMENT COMMENTS, 104 21725110300 INC Base: 0 Base: $0,00 Prepayment" PO BOX 513 Supplement: 0 Supp: $0.00 $0,00 MILL POND YElM, WA 98597 Total ERU;s: 0 Total ERU's: $0,00 EVERGREEN PACIFIC PROP GIS Acres: 5.73 ASSESSMENT COMM~NTS' 105 21725110500 INC Base: 5 Base: $9,115.75 Prepayment" PO BOX 513 Supplement: 0 Supp: $0,00 $0.00 MILL POND YELM, WA 98597 Total ERU;s: 5 Total ERU's: $9,115,75 l"ORRESTER, JAMES GIS Acres: 8.Q7 ASSESSMENT COMMENTS: i'1?!, 21725120100 MIPATRICIA Base: 7 Base: $12,762,05 Prepayment= PO BOX 524 Supplement: 13 Supp: $23,700,95 $0.00 MILL POND YELM. WA 98597 Total ERU;s: 20 Total ERU's: $36.463.00 HARR FAMILY HOMES INC GIS Acres: 14,65 ASSESSMENt COMMENTS' 107 21725111300 2205 116TH ST S STE twO Base: 14 Base: $25,52410 Prepayment" TACOMA, WA 98444 Supplement: 16 Supp: $29,170.40 $0,00 MILL POND Tolal ERU;s: 30 Total ERU's: $54,694,50 HARR FAMILY HOMES INC GIS Acres: 15,13 ASSESSMENT COMMENTS, 108 21725111301 2205 116TH ST S STE n200 Base: 14 Base: $25,524,10 Prepayment" TACOMA, WA 98444 Supplement: 16 Supp: $29,170.40 $0,00 MILL POND Total ERU;s: 30 Total ERU's: $54.694,50 OAKWOOD HOMES GIS Acres: 4,33 ASSESSMENT COMMENTS: 109 21725140200 15610 MERIDIAN EAST Base: 0 Base: $0.00 Prepayment= PUYALLUP WA 98373 Supplement: 0 Supp: $0,00 $0,00 MILL POND Total ERU;s: 0 Total ERU's: $0,00 SCHOOL DISTRICT If2 GIS Acres: 30 ASSESSMENT COMMENTS: 110 21725140100 PO BOX 476 Base: 0 Base: $0,00 Area adjusted YELM, WA 98597 Supplement: 0 Supp: $0,00 Prepayment= MILL POND Total ERU;s: 0 Total ERU's: $0,00 $0,00 STROUSE, DONNA MIDAVID I GIS Acres: 0,36 ASSESSMENT COMMENTS: 111 21725110702 15307104TH AVE SE Base: 0 Base: $0,00 Prepayment" YELM, WA 98597 Supplement: 0 Supp: $0,00 $0,00 MILL POND Total ERU;s: 0 Total ERU's: $0,00 GIS Acres: 102.36 ASSESSMENT COMMENTS, Base: 56 Base: $102,096.40 Prepayment= Supplement: 79 Supp: $144.028.85 $1.823,15 Total ERU;s: 135 Total ERU's: $246,125,25 Pre-Application Meeting March 21, 2000 ***These comments are preliminary in nature and are not intended to represent final comments and or requirements for the City of Yelm. Until a complete application is made, the planning and/or public works department can only attempt to inform the applicant of general requirements as they appear in the form presented by the applicant at the time of pre-submission. Proponent: Heritage Homes & Land Project Proposal Subdivide approximately 15 5 acres into 62 single family lots Project Location Hwy 507 across from Nisqually Estates Zoning Low Density Residential (R-4), Chapter 17 12 Density - 4 units per acre Total number of lots allowed will be determined based on the survey Setbacks Front yard - 15' from R-O-W, with a 20' driveway approach Rear Yard - 25' Side yard - minimum 5', total both sides 12' Landscaping Chapter 17 80, Type II, III and V Type II landscaping is used around the perimeter of the site to provide visual separation between compatible uses Fences are also acceptable Type III landscaping provides visual relief where clear sight is desired This landscaping includes street trees and vegetation required with frontage improvements and landscaping to provide an attractive setting and overstory canopy Type V landscaping is required for all storm water facilities A conceptual landscaping plan is required with the application for Preliminary Plat. Final landscaping and irrigation plan is required as element of civil construction drawings, with installation prior to final plat approval Traffic: The City has adopted a Transportation Facility Charge (TFC) of $750 00 per pm peak trip The Ordinance provides a default table that the applicant can use to determine new pm trips generated by the proposed use A single family home generates 1 01 pm peak trips per unit which is equivalent to a $757 50 TFC The TFC is payable at time of building permit issuance If the applicant feels the proposed use would not generate the default number of trips as designated in the TFC Ordinance an analysis prepared by a Traffic Engineer can be submitted to the City for review and consideration Y2/Y3 The Y2/Y3 transportation corridor is aligned along the property line running southeasterly The width of the right-of-way is predominately 100', however additional widths may be needed where Y-2 and Hwy 507 intersect. While the location of the corridor is adopted, the City does not have funds at this time to purchase the right-of-way The City will work with the applicant regarding the development or preservation of the area SEPA. Environmental checklist is required including a Transportation Impact Analysis (TIA) The TIA will be used to identify traffic impacts resulting from the project and improvements necessary to address safety issues (acceleration and deceleration lanes) Yelm School District requires applicants to mitigate impacts to the School District from residential growth Each developer must negotiate an agreement with the School District. In the past mitigation fees per single family residential unit have been $650 00 Open Space All residential developments are required to provide 5%of the gross area in open space or pay a fee in lieu of Planned Residential Developments are required to provided 20%open space Open space shall be dedicated and have the following attributes and characteristics. 1 Environmental interpretation or other education, 2. Park, recreational land, or athletic fields, 3 Off-road footpaths or bicycle trails, or 4 Any other use found by the City to further the purposes of this chapter Other' Thurston County Health Department Review may be required if any wells and/or septic systems are located within 100' of property All wells and septic systems within 100' of the property must be shown on preliminary plat drawings. Application/ Process Development of the site as a residential subdivision requires Preliminary and Final Plat Approval, including Environmental Review Preliminary Plat approval requires a public hearing before the Planning Commission with a final decision by the City Council The environmental determination and preliminary plat are reviewed concurrently and can be completed in 12 to 16 weeks Preliminary Plat approval is valid for 5 years Preliminary subdivision approval typically contains conditions of approval that the applicant must complete prior to receiving final subdivision approval or permits for construction Following land use approval the applicant is required to submit civil construction drawings to the Public Works Department for review and approval and satisfy all conditions of preliminary subdivision approval Upon satisfactory completion the applicant submits the final documentation for final plat approval Final Plat approval takes approximately 6 weeks from the time the City receives a completed application packet.