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HomeMy WebLinkAboutZON2014-00014 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: *JEFFERSON CO PUBLIC WORKS ERIC KUZMA DATE ISSUED: September 30,2014 DATE EXPIRES: March 30, 2015 MLA NUMBER: MLA14-00037 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: SAFE ROUTES TO SCHOOL- Project will add a 10 foot multi-use trail along the east side of SR 19 from Fern Way to the existing sidewalk across SR 19 to the Chimacum School complex. Other improvements to crosswalks, sidewalks and crossing beacons will also be made. PROJECT LOCATION: Parcels 901 114 016, 901 142 026 & 901 142 027 in Section 14, Township 29, Range 01W, WM and Parcel 901 113 018 in Section 11, Township 29, Range 01W, WM located at the intersection of SR 19 and West Valley Road. CONDITIONS: 1.) An engineer Drainage Plan and Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations,and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The project meets the criteria under JCC 18.30.090 Pedestrian Circulation. The Applicant has obtained the necessary easements from property owners Chimacum Grange, Chimacum High School, WSDOT and Sarah Sawyer. 3.) The application was reviewed by the Jefferson County Department of Community Development staff on August 26, 2014 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Susceptible Aquifer Recharge Area. 4.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 5.) J efferson County ty determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(2)(a)(c). i plan as submitted with the Stormwater Permit application on May 21, 2014 has been reviewed for 6.) The site pp Y , P consistent under the UDC, and has been approved by Jefferson County Department of Community consistency Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 26, 2014 shall be resubmitted for review and approval b y Jefferson County Department of Community Development. 7.) This approval is for installation of a 10 foot multi-purpose walking trail with sidewalk and crosswalk improvements as depicted on the approved plans only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine Fisheries Service can levy penalties. All areas in Jefferson County are included as"critical habitat"for a listed species. Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: -All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters -Remove minimal vegetation for site development, especially large trees -Allow trees that have fallen into surface waters to remain there - Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile)of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take"and describes the possible legal consequences when a"take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service(http://www.fws.gov/pacific/eagle/)to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species"taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 9.) The Chimacum Grange and bus route signs are approved to be re-located per the attached Signing and Pavement Marking Plan. APPEALS: Pursuant to RCW 36.70C,the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. 6054:12.ty- UDC do nistrator MLA14-00037 \\tidemark\data\forms\F_MLT_IssuePermit_U.rpt 9/30/2014 Page 2 of 2 r Ayr 03,2014 5:0&29pm-User MattW N:\PROJECTS\0726 JEFFERSON COUNTY\0726.01 SAFE ROUTES TO SCHOOL SRI9&W VALLEY RD\PNASE 20-PRELIMINARY DESIGN\CADD\0726.01 CV-1. 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I II 'L'''.1.:-.2m,/, 1 4 -4- . c-) v < S 1 I o<-)r,o x m -0 ,..., C/) 0 . cSD 6 ' --1---...i T.T.8 7C VI 7z, T-Il - "-- , g m - i 1 -,, IT) , cri r- co " ' ' - ■ I B-LINE m f.‘ 1 1 I (W VALLEY RD) \ 1 i -- ouni \ .1 _ _ I 1 -o 5 z x Z * rit rrl , -"+" \ I I __ r—"N. x, o -.. 13 • \ • I , ,...- -., -0 Er<1 • !-,1,`,;11 C...0 PC:j 1 1 , . . . \ / 1'7 \ (-) 1 c::::• oin[411 `" 8 :, ,,_,„, ,, = , 73 II\ A1,4 • 0 ‘ 1 m i 1- .1 ,' v, 1 7o i ED E=) >< 1 t x i -IZI. Z tIlltrj I 1 —< ; r-r1 1 , _s. I I M i ._IV z' L., cn `;' St I I- _, I 8 cy) a..... I t David W. Johnson From: Eric Kuzma Sent: Thursday, September 18, 2014 9:25 AM To: David W. Johnson Subject: FW: Chimacum SRTS Project-Grange Sign Hi David, I was just reviewing my SRTS plans and remembered our discussion regarding the existing Grange sign relocation. We had met and discussed this previously and as I recall you had suggested the best way to deal with this was to add it as a finding in our Stormwater permit. I didn't see it included there and am assuming it slipped off your radar, I know that was the case for me. Can we amend the recently issued permit to include, or is there a better way to proceed. Thanks, Eric Eric Kuzma,Architect/Engineer III Jefferson County Department of Public Works 623 Sheridan Street,Port Townsend,WA 98368 Ph:360.385.9167 - 360.301.6783(c) Fax:360.385.9234 Email: ekuzma(a,coJe fferson.wa.us Web: www.co.jefferson.wa..us/publicworks From: Eric Kuzma Sent: Thursday, June 12, 2014 3:43 PM To: David W. Johnson Subject: Chimacum SRTS Project- Grange Sign Hi David, This message is to follow up on our discussion this morning. As mentioned a small element of our Chimacum SRTS Project is relocation of the Chimacum Grange sign, since in its current location our proposed trail will run through the middle of it. The sign will be relocated to the other side of the proposed driveway apron and set farther from the road as is shown on the drawing I left with you. If this is appropriate, as discussed,to add as a finding to the previously applied for Stormwater permit that seems most efficient. Thank you! Eric Eric Kuzma,Engineer III Jefferson County Department of Public Works 623 Sheridan Street,Port Townsend,WA 98368 Ph:360.385.9167 - 360.301.6783(c) Fax:360.385.9234 Email: ekuzma(&,co jefferson.wa.us Web: www.cojefferson.wa..us/publicworks 1 David W. Johnson From: Eric Kuzma Sent: Thursday, September 11, 2014 9:15 AM To: David W. Johnson Cc: Jon Watson Subject: SRTS Project Hi David, I understand you are looking for some sort of written confirmation that the private properties associated with our Chimacum SRTS project are in agreement with the proposed improvements. Is an email from me satisfactory confirmation? If so, then yes the four impacted property owners (Chimacum Grange, Chimacum High School, WSDOT & Sarah Sawyer) are in agreement with the project. If you need something else please let me know. Thanks, Eric 1 David W. Johnson From: Eric Kuzma Sent: Thursday, June 12, 2014 3:43 PM To: David W. Johnson Subject: Chimacum SRTS Project-Grange Sign Hi David, This message is to follow up on our discussion this morning. As mentioned a small element of our Chimacum SRTS Project is relocation of the Chimacum Grange sign, since in its current location our proposed trail will run through the middle of it. The sign will be relocated to the other side of the proposed driveway apron and set farther from the road as is shown on the drawing I left with you. If this is appropriate,as discussed, to add as a finding to the previously applied for Stormwater permit that seems most efficient. Thank you! 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Public Works Director/County Engineer MEMORANDUM Date: May 16,2014 To: Stacie Hoskins,Plannin g Manager Pt.. .v . g Department of Community Development MAY 2 1 2014 From: Eric Kuzma Department of Public Works JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Project: Safe Routes To School,SR19&West Valley Road Subject: SEPA Exemption Jefferson County Public Works is requesting a Categorical Exemption from SEPA review for the above referenced project. The project does not lie within any critical areas and is not be subject to critical area review. The project is funded by a WSDOT Safe Routes To School Grant with the purpose of providing pedestrian road safety improvements in the area immediately adjacent to the Chimacum School Campus. The project will include a 10'wide multi-use trail along the east side of SR19 from Fern Way to the existing SR19 crosswalk and include a transit stop.The existing crosswalk will be augmented with a sidewalk bulb-out on each side. Additionally,the existing overhead flashing beacon will be removed ad replaced with a pedestrian activated,solar powered Rectangular Rapid Flashing Beacon(RRFB)system.A sidewalk will also be added along the west side of SR19 south from the crosswalk and also include a transit stop. Lastly,the existing sidewalk on West Valley Road,adjacent to the school entrance,will be extended around the corner and connect to the existing crosswalk. The project site is primarily within the existing road right-of-way and areas immediately adjacent to. The trail will create some additional non-pollutant impervious area,but will partially be offset by the removal of pollutant impervious along the southwest school frontage.The area of proposed new impervious surface is less than 4000 sf. Since the improvements fall within the prescriptive exclusions of Washington Administrative Code (WAC) 197-11-800(2)(aXc),Jefferson County Public Works recommends that the project be considered Categorically Exempt from threshold determination requirements(SEPA). WAC 197-11-800—Categorical Exemptions: (2) Other Minor new construction. The following types of construction shall be exempt except where undertaken wholly or in part on lands covered by water(unless specifically exempted in this subsection); the exemptions provided by this section shall apply to all licenses required to undertake the construction in question, except where a rezone or any license governing emissions to the air or discharges to water is required: (a) The construction or designation of bus stops, loading zones, shelters, access facilities and pull-out lanes for taxicabs, transit and school vehicles. (c) The construction or installation of minor road and street improvements such as pavement marking,freeway surveillance and control systems, railroad protective devices (not including grade-separated crossings), grooving, glare screen, safety barriers, energy attenuators, transportation corridor landscaping(including the application of Washington state department of agriculture approved herbicides by licensed personnel for right of way weed control as long as this is not within watersheds controlled for the purpose of drinking water quality in accordance with WAC 248-54-660), temporary traffic controls and detours, corrections of substandard curves and intersections within existing ri g hts of way, widening of a highway a1 by less than a sin g le lane width where capacity is not significantly increased and no new right of way is required, adding auxiliary lanes for localized purposes, (weaving, climbing, speed change, etc.) where capacity is not significantly increased and no new right of way is required, channelization and elimination of sight restrictions at intersections, street lighting, guard rails and barricade installation, installation of catch basins and culverts, and reconstruction of existing roadbed (existing curb-to-curb in urban locations), including adding or widening of shoulders, addition of bicycle lanes,paths and facilities, and pedestrian walks and paths, but not including additional automobile lanes. If DCD concurs with this analysis,Public Works requests that they indicate so by signing below and returning this memo to Public Works. Public Works also intends to apply for a Jefferson County Stormwater Permit. It is Public Works understanding that if DCD concurs with this analysis,this finding will appear as a condition of that permit. Based on the analysis presented in this memo the Department of Community Development concurs that the referenced project is exempt from SEPA and critical areas review.11/43 r the Department of Community evelopment Date i 1 N fit. JEFFERSON COUNTY ` FA DEPARTMENT OF COMMUNITY DEVELOPMENT ' 621 Sheridan Street. Port Townsend Washington 98368 '4440.14 360/1379-4450. 360/379-4451 Fax http://www.co.jefferson.wa. us/commdevelopment/ Stormwater Calculation Worksheet I MLA# PROJECT/APPLICANT NAME: Jefferson County Public Works I DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large". The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application,or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan,if required. PARCEL SIZE JI.E..SITE) Size of parcel N.A. acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet N.A. sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing Soil cover(both vegetative and non-vegetative) a n d/o r existin g soil topography. Land disturbing activities include, but are not limited to clearing, grading,filling, excavation,and compaction associated with stabilization of structures and road construction. weeds, indigenous the coastal region of the Native vegetation is vegetation comprised on plant species,other than noxious ,that are g to g Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY.CONVERSION OF NATIVE VEGETATION. AND VOLUME OF CUT/FILL Calculate the total area to be deared,graded,filled, Answer the following two questions related to . excavated,andlor compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: N.A. Does the project convert 3 acres or more of Construction site for structures sqlft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. N.A. sqlft Circle: Yes No Well, utilities,etc. N.A sqlft Does the project convert 21/2 acres or more of 4 345 native vegetation to pasture? Driveway,parking,roads,etc. sq/ft Circle: Yes No Lawn,landscaping, etc. 7,340 sqlft Other compacted surface, etc. 5,675 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 17,360 sqlft Cut 215 Cy Fill 38 Cy (cu/yd) [over] Stormwater calc worksheet-REV.2/20/2008 , • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios,driveways, parking lots or storage areas, concrete or asphalt paving,gravel roads, packed earthen materials,and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) N.A. sq/ft Structures(all roof area) N.A. sq/ft Sidewalks 5,415 sq/ft Sidewalks 260 sq/ft Patios N.A sq/ft Patios N.A. sq/ft Solid Decks N.A. sq/ft Solid Decks N.A. sq/ft (without infiltration below) (without infiltration below) ' Driveway, parking, roads,etc "1,470 sq/ft Driveway, parking, roads,etc 5,815 sq/ft Other N.A. sq/ft Other N.A. sq/ft Total New 3,945 sq/ft Total Existing 6,075 sq/ft TOTAL NEW+TOTAL EXISTING* 10,020 sq/ft 'This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT vs. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: N.A. % Does the site have 35%or more of existing impervious surface? Circle: Yes No N.A. FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no,the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By sig ing he Stormwater Calculation Worksheet, I as the applicantlowner attest that the information provided herein 1= true and corre to t best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owne oft affected property. gyp_. 6/(6/114 (LANDO NER O AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) EB■ Stormwater ca lc worksheet-REV.2/20/2008 III JEFFERSON COUNTY ►e DEPARTMENT OF COMMUNITY DEVELOPMENT 4, 621 Sheridan Street• Port Townsend •Washington 98368 q ttI 360/379-4450 • 360/379-4451 Fax NO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: Jefferson County Public Works Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. Project Overview 1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the site map. Project will add a 10'wide multi-use trail along the east side of SR19 from Fern Way to the existing crosswalk across SR19,to the Chimacum School complex. The existing crosswalk will be augmented with a sidewalk bulb-out on each side. Additionally,the existing overhead beacon will be removed&replaced with a solar RRFB system. A sidewalk will be added along the west side of SR19 south from the crosswalk. Also,the existing sidewalk on W.Valley Rd.adjacent to the school entrance will be extended around the corner to the existng crosswalk. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. Flat. 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. Grass/weeds where vegetated. 4. Describe the existing soils. Indicate soil type on the site map. Per the Jefferson County Soil Survey;the soils are Hoypus,HvC,Gravelly or very gravelly sand and loamy sand(gravelly sandy loam surface layer in places). 5. Describe the existing site hydrology(i.e.,drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate acreage of each. There is an existing 4'0 drywell which will be replaced,stormwater will be conveyed to it via(2)catch basins. Additionally,a grass swale will be created along the Grange frontage from Fern Way to the crosswalk location. Note that the permeability of HvC soil is 6.2"-20"per hour.A permeability test was also done on the existing drywell to verify minimum permeability rates. 6. Describe any excess levels of noise generated by the proposed use or activity: Not Applicable stormwater site plan template.doc—rev.10/12/2003 5 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, steep slopes,etc.)on the site. Indicate location on the site map. None. 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). Site is primarily the existing road right-of way and areas immediately adjacent. The proposed trail will create some additional non-pollutant impervious,but will also be partially offset by the removal of pollutant impervious area along the southwest school frontage. The proposed project is outside of the shoreline buffer(of Chimacum Creek). Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. 9. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. Existing Drywell will be replaced with deeper unit even though no past stormwater(puddling)issues have been observed.Grassy area will be provided adjacent to proposed sidewalkalong southwest side of SR19,this area will replace formerly pollutant impervious area. Additionally. a grass swale will be created along northeast side of SR19 to capture and infiltrate roadway stormwater. Swale bottom will be level and top of trail elevation will be lower than roadway,so that in the case of swale overflow,flow will be over trail not roadway. 10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the potential for dispersion of contaminants.] Project does not require the installation of stormwater treatment facilities. 11. Describe the performance goals and standards applicable to the project. Project will comply with the 2012 Stormwater Management Manual of Western Washington minimum requirements#1-5.Stormwater will match pre-existing condition with erosion kept to a minimum during Construction utilizing SWMWW BMP's. 12. Describe the flow control system. Min.Req.#7 is not required.However,the stormwater flow control system will be infiltration and dispersement to native permeable soils. stormwater site plan template.doc—rev.10/12/2003 6 13. Describe the water quality system. Drywell,grass swale and grass dispersion area as previously described 14. Describe the conveyance system analysis and design. Two Catch Basins will convey stormwater to proposed drywell. See sheet PP-1,and WSDOT Standard plan details. 15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material. The majority of fill material will be crushed surfacing base course,meeting or exceeding WSDOT specifications. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. Placement and compaction of each material will comply with WSDOT specifications. 17. Describe the proposed surfacing material. Proposed surfacing material will be Hot Mix Asphalt(HMA)and comply with WSDOT minim urn requirements. 18. Describe methods for restoration of the site. At improvement construction completion existing disturbed and proposed previous areas will have sod and hydro-seed applied per locations as specified in plans. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. Not applicable. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. None conducted or prepared. 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. The proposed project is outside of the shoreline buffer(of Chimacum Creek). Since the proposed improvements fall within the prescriptive exclusions of WAC 197-11-800(2)(a)(c),and based upon previous coordination with DCD,we anticipate the project as being SEPA exempt. It is our understanding that when appropriate and through this Stormwater Permit process DCD will typically note the SEPA Categorical Exemption. stormwater site plan template.doc—rev.10/12/2003 7 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits. Ribbons and/or wood lath will be placed to to depict clearing limits per the submitted plans. 2. Establish Construction Access. None required. 3. Control Flow Rates. Stormwater is and will be managed on-site,flows will not be such to require flow control measures. 4. Install Sediment Controls. Wire Backed silt fence will be installed around project perimeter per BMP C233. 5. Stabilize Soils. Soils will be covered in accordance with 2012 SWMMWW schedule. Temporarily with mulch per BMP C121 and thereafter seeded and/or sodded as soon as possible. Stockpiled materials will be covered in accordance with BMP C123. 6. Protect Slopes. Site is flat 7. Protect Drain Inlets. Storm Drain Inlet Protection(and filter socks)per BMP C220 will be implemented to prevent siltation of the proposed catch basins/drywell. stormwater site plan template.doc—rev.10/12/2003 8 12 Required Elements—Construction SWPPP(continued) 8. Stabilize Channels and Outlets. Not Applicable. 9. Control Pollutants. In accordance with project specifications. The contractor will prepare a project specific Spill Prevention,Control and Countermeasure(SPCC) Plan to be used for the duration of the project. 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). Not Applicable. 11. Maintain Best Management Practices(BMPs). BMP's will be inspected daily and maintained as required in order to not allow sediment to leave the site or contaminate the permanent storm- water features. 12. Manage the Project. The general contractor and his earthwork subcontractor will be in charge of managing the project,and a CESCL will be required to inspect and report in accordance with the 2012 SWMMWW. 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas,roads). No known adjacent areas will be affected by site disturbance. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). Stormwater is and will be managed on-site. Grades adjacent to Drywell slope toward it,establishing one'basin'. Proposed grassy swale serves to capture and infiltrate stormwater in second'basin'area. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. Chimacum Creek is in locality of project but outside of the shoreline buffer zone. stormwater site plan template.doc—rev.10/12/2003 9 b. Description of special requirements for working in or near environmentally sensitive areas. Not Applicable 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability, permeability,depth,texture,soil structure). Not Applicable,site is flat. 5. Construction Phasing. a. Construction sequence Demolition,Grading,Construction,Re-vegetation. b. Construction phasing(if proposed) None proposed 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule. Construction schedule has not been established.Work is anticipated to commence late Fall. II. Wet Season Construction Activities. a. Proposed wet season construction activities. Construction may occur during wet season(Oct.1-April 30),if so exposed soils will not be left exposed for more than 2 days. b. Proposed wet season construction activities for environmentally sensitive areas. Not Applicable. 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. Not Applicable b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. Not Applicable 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Pondslfraps. N/A b. Diversions. N/A c. Waterways. N/A d. Runoff/Stormwater Detention Calculations N/A stormwater site plan template.doc—rev.10/12/2003 10 SECTION II—EROSION AND SEDIMENT CONTROL PLAN Sediment and erosion control measures may be depicted on the master land use application plot plan,a stormwater site plan,and/or a separate Construction SWPPP site plan. This is a checklist to ensure that the following are depicted on a site plan: 1. General. a. Vicinity Map b. Jefferson County Approval Block c. Erosion and Sediment Control Notes 2. Site Plan. a. Legal description of subject property. b. North arrow. c. Indicate boundaries of existing vegetation(e.g.,tree lines, pasture areas,etc.). d. Identify and label areas of potential erosion problems. e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable). f. Show existing and proposed contours. g. Indicate drainage basins and direction of flow for individual drainage areas. h. Label final grade contours and identify developed condition drainage basins. i. Delineate areas that are to be cleared and graded. j. Show all cut and fill slopes indicating top and bottom of slope catch lines. 3. Conveyance Systems. a. Designate locations for swales, interceptor trenches,or ditches. b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control. c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts. d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes. e. Provide details for bypassing off-site runoff around disturbed areas. f. Indicate locations and outlets of any dewatering systems. 4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs. 5. Erosion and Sediment Control Facilities. a. Show the locations of sediment trap(s), pond(s), pipes and structures. b. Dimension pond berm widths and inside and outside pond slopes. c. Indicate the trap/pond storage required and the depth, length,and width dimensions. d. Provide typical section views through pond and outlet structure. e. Provide typical details of gravel cone and standpipe,and/or other filtering devices. f. Detail stabilization techniques for outlet/inlet. g. Detail control/restrictor device location and details. h. Specify mulch and/or recommended cover of berms and slopes. i. Provide rock specifications and detail for rock check dam(s),if applicable. j. Specify spacing for rock check dams as required. k. Provide front and side sections of typical rock check dams. I. Indicate the locations and provide details and specifications for silt fabric. m. Locate the construction entrance and provide a detail. 6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and illustrated with detailed drawings. 7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than sediment(e.g.,concrete wash water). 8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on the construction site. Sampling stations should be located upstream and downstream of the project site. stormwater site plan template.doc—rev.10/12/2003 11 • Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs), the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. APPLICANT SIGNATURE By signi g th_ Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct the`best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners f the{ ffected property. it i( Ja4 (LANDO y ER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) 's THIS SPACE IAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: ill II stormwater site plan template.doc—rev.10/12/2003 12 C CU ' 0 gell 6 JEFFERSON COUNTY g. ;: 1 DEPARTMENT OF COMMUNITY DEVELOPMENT i MAY 2 1 2014 621 Sheridan Street•• Port Townsend ••Washington 98368 L---- Q. JEFFERSON COUNTY 360/379-4450 • 360/379-4451 Fax � O http://www.co.jefferson.wa.us/commdevelopment/ DEPT.OF COMMUNITY DEVELOPMENT Stormwater Site Plan Instructions and Submittal Template "Medium" and "Large" Projects [Includes Construction Stormwater Pollution Prevention Plan (SWPPP)and Permanent Stormwater Control Plan] The submittal template for a Stormwater Site Plan has been developed from information presented in the Department of Ecology 2001 Stormwater Management Manual for Western Washington (Manual), which is the set of stormwater management standards for new development and redevelopment in Jefferson County. The Stormwater Site Plan, Minimum Requirement #1 in the Manual, is the comprehensive report containing all of the technical information and analysis necessary to evaluate a proposed new development or redevelopment for compliance with stormwater requirements. A Stormwater Site Plan is required for all "medium" and "large" projects. (For background information, refer to the Stormwater Management Information Sheet.) The Stormwater Site Plan includes a Construction Stormwater Pollution Prevention Plan (SWPPP — Minimum Requirement#2) that addresses sediment and erosion control during construction and a Permanent Stormwater Control Plan that addresses stormwater on the project site in its developed condition through dispersion, infiltration, or, if necessary,flow control and/or treatment facilities. The steps for preparing and the content of a Stormwater Site Plan are summarized below and more fully described in Chapter 3 of Volume I of the Manual. The attached submittal template is intended to be a format applicable to typical rural residential construction. For these cases, completion and submittal of the template results in a complete land use application. THE TWO MAIN COMPONENTS OF A STORMWATER SITE PLAN I. Construction Stormwater Pollution Prevention Plan A Construction Stormwater Pollution Prevention Plan (SWPPP) is a document that describes the potential for pollution problems on a construction project and which explains and illustrates the measures to be taken to control these problems. The basis for requiring a SWPPP, the twelve elements required to be in a SWPPP, the suggested step-by step procedure to follow, and the suggested Best Management Practices (BMPs)to follow, are all described in Volume II of the Manual. A SWPPP consists of two sections, a narrative and the drawings. A description of the contents of the narrative and the drawings sections, and checklists for each of these sections, are in Section 3.3 of Volume II. For typical rural residential projects, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet to assist with the preparation of the Construction SWPPP. II. Permanent Stormwater Control Plan A Permanent Stormwater Control Plan is a document that describes the basis for, and the means of implementing, permanent Best Management Practices(BMPs)for flow control and treatment facilities after the project is completed. The content of a Permanent Stormwater Control Plan is described in Section 3.1.5 of Volume I of the Manual. The permanent BMPs and facilities for flow control and treatment are described in Volumes III, IV, and V of the Manual. The submittal template is intended for rural residential projects that can fully disperse or infiltrate stormwater. The template may not be appropriate or sufficient for applications involving larger or more complex projects. stormwater site plan template.doc—rev.10/12/2003 1 INSTRUCTIONS To prepare a Stormwater Site Plan,follow the steps outlined below, complete the Stormwater Site Plan template, sign and submit together with the Master Land Use Application (MLA). This information may also be provided on other diagrams, plans, studies, or attachments submitted with the project application. If so, please indicate such on this supplemental permit application. As the template is designed mostly for rural residential development, it may not be as useful for a larger project as an independently prepared Stormwater Site Plan. For any particular project, the Administrator may waive specific submittal requirements determined to be unnecessary for review of the application. Note: Prior to filling out the submittal template, read through these steps for preparing a Stormwater Site Plan. Preliminary or draft versions of the individual components may be helpful in the case that redesigning an original layout would result in a proposal that has less environmental impacts and is significantly simpler in terms of meeting stormwater requirements. For example, if the proposal can utilize the `full dispersion"BMP(T5.30 in the Manual), there is no need to provide for flow control or flow treatment on the site. For more information on the easiest way to meet stormwater requirements, refer to the "Low Impact Development"Information Sheet. BMPs used during the construction phase and that are included in the Construction SWPPP may also be useful as elements of the Permanent Stormwater Control Plan. STEP 1: COLLECT AND ANALYZE INFORMATION ON EXISTING CONDITIONS Collect and review information on existing site conditions, including topography, drainage patterns, soils, ground cover, critical areas, adjacent areas, existing development, existing stormwater facilities. The Jefferson County website provides an Internet Map Server (IMS)function(http://www.co.jefferson.wa.us). If available,a Development Review Division(DRD)planner may be able to assist y ou in collecting this information. Analyze the information to determine site limitations, including: : • Areas with high potential for erosion and sediment deposition(based on soil properties,slope,etc.); • Locations of sensitive and critical areas (e.g., vegetative buffers, wetlands, steep slopes, floodplains, geologically hazardous areas,streams,susceptible aquifer recharge areas,etc.);and • The natural receiving waters to which the stormwater runoff either directly or eventually discharges. This information will be useful in site design and in the completion of the Permanent Stormwater Control Plan and Construction SWPPP. STEP 2: PREPARE PRELIMINARY DEVELOPMENT LAYOUT Based upon the analysis of existing site conditions,locate the buildings,driveways,roads,parking lots,and landscaping features for the proposed development. Consider the following points when laying out the site: • Fit development to the terrain to minimize land disturbance; confine construction activities to the least area necessary and away from critical areas; • Preserve areas with natural vegetation(especially forested areas)as much as possible; • On sites with a mix of soil types, locate impervious areas over less permeable soil (e.g., till) and try to restrict development over more porous soils(e.g.,outwash); • Cluster buildings together; • Minimize impervious areas;and • Maintain and utilize the natural drainage patterns. The preliminary development layout will assist in determining threshold discharge areas for calculating whether size thresholds under Minimum Requirements#6, #7, and #8 (for"large" projects) are exceeded and as a basis for the drawings and maps required for the Stormwater Site Plan. stormwater site plan template.doc—rev.10/12/2003 2 ii STEP 3: PERFORM AN OFF-SITE ANALYSIS This step is for "large" projects (i.e., adding 5,000 square feet or more of new impervious surface, converting % acres of pervious surfaces to lawn or landscaped areas, or converting 2 %acres of forested area to pasture)at the discretion of the UDC Administrator. See Section 2.6.2 of the Manual for more information. STEP 4: REVIEW THE APPLICABLE MINIMUM REQUIREMENTS The Stormwater Calculation Worksheet is a required submittal for all development and redevelopment land use applications. Completing the Worksheet helps determine the broad category of the proposal—"small," "medium," or "large" project—and the applicable Minimum Requirements. "Small" projects need to meet Minimum Requirement#2 only. "Medium" projects need to meet Minimum Requirements#1 through#5. "Large" projects need to meet all the Minimum Requirements,#1 through#10. The Minimum Requirements are as follows: 1. Preparation of Stormwater Site Plans(Chapter 3 of Manual) 6. Runoff Treatment 2. Construction Stormwater Pollution Prevention 7. Flow Control 3. Source Control of Pollution 8. Wetlands Protection 4. Preservation of Natural Drainage Systems and Outfalls 9. Basin/Watershed Planning 5. On-site Stormwater Management 10. Operation and Maintenance The Manual provides descriptions and instructions in Volume I,Chapter 2. Information sheets,application materials,and DRD planners can help describe the Minimum Requirements to applicants. Note: "Large" projects, as part of meeting Minimum Requirements #6 – Runoff Treatment – and #7 – Flow Control, are compared to Table 2.1 and Table 2.2 in the Manual to determine whether on-site stormwater management BMPs are sufficient or treatment facilities or flow control facilities are required. The flow control determination may necessitate use of the Western Washington Hydrology Model managed by the Department of Ecology. Consult Sections 2.5.6 and 2.5.7 of Volume I, Chapter 2 of the Manual for more information. Again, the easiest way to meet stormwater requirements is to design the project so that natural drainage is preserved, impervious surface is limited, and full dispersion (BMP T5.30) is implemented. By using "low impact development"techniques in the site design, the need for treatment and flow control facilities is eliminated, simplifying preparation of the Stormwater Site Plan and often the site construction process itself. For more information on these techniques, consult the"Low Impact Development"Information Sheet. STEP 5: PREPARE A PERMANENT STORMWATER CONTROL PLAN Select stormwater control BMPs and facilities that will serve the project site in its developed condition. The selection process is presented in Volume I, Chapter 4. After consideration is given to how selected BMPs and facilities fit within and serve the entire preliminary development layout,the designer may want to reconsider the site layout to reduce the need for construction of facilities or the size of the facilities by reducing the amount of impervious surfaces created and increasing the areas to be left undisturbed. The Permanent Stormwater Control Plan should contain the following sections(Section 3.1.5 of Volume I,Chapter 3): • Existing Site Hydrology(i.e.,the behavior of water on the site—above, below,and on the ground) • Developed Site Hydrology (special requirements for projects and threshold discharge areas within projects that requirement treatment and flow facilities) • Performance Standards and Goals • Flow Control System • Water Quality System • Conveyance System Analysis and Design Essentially, in terms of site hydrology, the developed condition of the site should match the pre-developed condition, with is forested land cover (unless reasonable, historic information is provided that indicates the site was prairie prior to settlement). For "large" projects, totals of impervious surfaces, pollution-generating impervious surfaces, and pollution generating pervious surfaces must be tabulated for each threshold discharge area for which on-site BMPs are the sole stormwater management approach. stormwater site plan template.doc—rev.10/12/2003 3 STEP 6: PREPARE A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) The Construction SWPPP for projects adding or replacing 2,000 square feet of impervious surface or more or clearing 7,000 square feet or more (i.e., "medium" or"large" projects), must contain sufficient information to demonstrate to the UDC Administrator that the potential pollution problems have been adequately addressed for the proposed project. An adequate Construction SWPPP includes a narrative and drawings. The narrative is a written statement to explain and justify the pollution prevention decisions made for a particular project. The narrative contains concise information concerning existing site conditions, construction schedules, and other pertinent items that are not contained on the drawings. The drawings and notes describe where and when the various BMPs should be installed, the performance the BMPs are expected to achieve, and actions to be taken if the performance goals are not achieved. There are 12 Elements that must be considered in the development of a Construction SWPPP, unless site conditions render that element unnecessary and the exemption from that element is clearly justified in the narrative. The 12 Elements cover the general water quality protection strategies for limiting site impacts during construction and are described in detail in Section 2.5.2, Volume I of the Manual. The 12 Elements of Minimum Requirement#2, Construction Stormwater Pollution Prevention,are: 1. Mark Clearing Limits 5. Stabilize Soils 9. Control Pollutants 2. Establish Construction Access 6. Protect Slopes 10. Control De-watering 3. Control Flow Rates 7. Protect Drain Inlets 11. Maintain BMPs 4. Install Sediment Controls 8. Stabilize Channels and Outlets 12. Manage the Project For ease of use, the Stormwater Site Plan submittal template below includes a section that lists the 12 Elements and provides the opportunity to include sufficient information for rural residential and other relatively simple Construction SWPPPs. For more complex projects,a separate narrative and set of plans may be preferred or required. Volume II of the Manual is dedicated to Construction Stormwater Pollution Prevention. A step-by-step BMP selection process and a complete description of the BMPs applicable to each element is provided in Chapters 3 and 4. Additionally, DCD provides a Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet that summarizes the 12 Elements and excerpts from the Manual sample sediment and erosion control measures for typical rural residential development. The Packet should prove useful for completing the Construction SWPPP component of the submittal template. On construction sites that infiltrate all stormwater runoff,the primary consideration in the preparation of the Construction SWPPP is the protection of the infiltration facilities from fine sediments during the construction phase and protection of ground water from other pollutants. On construction sites that discharge to surface water, the primary consideration in the preparation of the Construction SWPPP is compliance with the State Water Quality Standards. The step-by-step procedure outlined in Volume II, Section 3.2 is recommended for the development of these Construction SWPPPs. STEP 7: COMPLETE THE STORMWATER SITE PLAN The Stormwater Site Plan encompasses the entire submittal to Jefferson County in conjunction with a land use or building permit application. The following documents or sections should be included: • Project Overview • Existing Conditions Summary • Off-site Analysis Report(if required; usually for"large"projects) • Permanent Stormwater Control Plan • Special Reports and Studies(such as soil testing,wetland delineation,etc., if applicable) • Other Permits(approvals required by other regulatory agencies that include stormwater management conditions) • Operation and Maintenance Manual(for each flow control and treatment facility, if applicable) • Bond Quantities Worksheet (for performance bond or other financial guarantee for proper construction and operation of construction site BMPs and permanent drainage facilities,if required) The submittal template below is designed for rural residential and other relatively small or simple projects. For larger and more complex projects—particularly those that involve stormwater treatment and/or flow control—more information may be required and an independent Stormwater Site Plan may be the preferable submittal format. STEP 8: CHECK COMPLIANCE WITH ALL APPLICABLE MINIMUM REQUIREMENTS A Stormwater Site Plan as designed and implemented should specifically fulfill all Minimum Requirements applicable to the project. The applicant should review to check that these requirements are satisfied and that all information provided is true and correct prior to signing and submitting the Stormwater Site Plan. (The signature box appears at the end of the submittal template.) stormwater site plan template.doc—rev.10/12/2003 4 4 OP SCJ ALLIANCE E 0 N -E CONSULTING SERVICES '' MAY 2 1 2014 DRAINAGE MEMORANDUM ! - L JEFFERSON COUNTY DEPT ! ,, ;., 'EVELOPMENT TO: Eric Kuzma -- Jefferson County,Public Works Department . IP FROM: Ross Jarvis,PE �, r. 'i Tr- t DATE: May 8,2014 ', 4Tn. ono PROJECT#: 0726.01 -1074AL 05,(o81t.:o ice( SUBJECT: Jefferson County Safe Routes to School SR 19&West Valley Road Drainage Memorandum ENCLOSURES: #1: Basin Exhibits #2: Hydrologic Calculations #3: Conveyance Calculations #4: Infiltration Testing #5: Preliminary Plans The Jefferson County Safe Routes to School project is intended to utilize existing and proposed sidewalks,trails,and future development routes to assist in getting students to and from school as safely as possible. The project, located north of Chimacum High School,intends to improve pedestrian safety by implementing the following: • Shorten the crosswalk lengths • Add rapid rectangular flashing beacons(RPFBs)for the main school crosswalk • Construct a shared use trail(bicycle and pedestrian)from West Valley Road to Fern Way The purpose of this memorandum is to summarize the proposed improvements to SR 19 and West Valley Road along with their impacts to the existing stormwater system. This drainage memorandum is prepared in accordance with the current WSDOT Highway Runoff Manual. PROJECT OVERVIEW Site Location The project site is located within Chimacum,Washington which is within Jefferson County. The western limit of the project is approximately 45o-feet west of the intersection of SR 19 and West Valley Road. The northern limit of the project is the intersection of SR 1g and Fern Way. The southern limit of the project is approximately 225-feet south of the intersection of SR 13 and West Valley Road. 8730 Tallon Lane NE, Suite 200 • Lacey,WA 98516 • Office 360.352.1465 • Fax 360.352.1509 • scjalliance.com .+. May 7,2014 Page 2 of 5 Figure 1: Vicinity Map EVERGREEN COHO RESORT am-gum ELMS RD mil al M.. / c 15 251 I REDEEMER WAY W W ,PO j:21' PLUM AVE 40! SR 1s Ay PROJECT SITE NTS 6 Scope of Work There are three areas of work associated with this project. Area#1 is approximately 400-feet west of the intersection of SR ig and West Valley Road and includes a new curb,gutter,sidewalk,and ADA ramp. Area#2 is located at the southwest corner of SR 19 and West Valley Road and includes new curb,gutter,sidewalk,ADA ramps,and a new pedestrian crossing. Area #3 is located on the eastern side of SR 19 and extends from the intersection of SR 19 and West Valley Road to Fern Way. Improvements to Area#3 include new curb,gutter,shared use path,and ADA ramps. SITE CONDITIONS Existing Conditions Currently SR 19 is a two lane road with paved shoulders. West Valley Road is a two lane road with curb on the south side. Vegetation neighboring both roads consists of grassed shoulders on both sides. SR 19 gently slopes to the north at approximately-2%grade. West Valley Road gently slopes to the west at approximately-2%grade. Threshold Discharge Areas Based on topographical information and site analysis,the existing project area is divided into three separate threshold discharge areas(TDAs). TDA-1 TDA-1 consists of an existing asphalt lane with curb near the school entrance west of the intersection of SR 19 and West Valley Road. Surface water generated within TDA-1 is conveyed within the roadside F. y 4�. YvF",xC rox .< May 7, 2014 Page 3 of 5 vegetated areas to the west. There are no existing conveyance systems,stormwater facilities or sensitive areas indentified within or immediately adjacent to the TDA-1 limits. TDA-2 TDA-2 consists of an existing asphalt lane with curb at the southwest corner of SR 19 and West Valley Road. Surface water generated within TDA-2 is collected and infiltrated within an existing drywell. There were no sensitive areas indentified within or immediately adjacent to the TDA-2 limits. TDA-3 TDA-3 consists of an existing asphalt lane and no curb extending from the intersection of SR 19 and West Valley Road to Fern Way. Surface water generated within TDA-3 sheet flows to the east within the roadside vegetated areas. There are no existing conveyance systems,stormwater facilities or sensitive areas indentified within or immediately adjacent to the TDA-3 limits. DESIGN STANDARDS Design Frequency Where flow control is required,the stormwater system is sized to infiltrate z00%of the developed conditions loo-year peak flow. The hydrologic calculations were performed using Western Washington Hydrology Model version 3(WWHM v3). Downstream Analysis A field review was conducted by SCJ Alliance in April 2014. The project site had received heavy rains the days leading up to the field review. The field review of the downstream conditions revealed no downstream conveyance issues. SCJ is not aware of any drainage complaints. There is an existing drywell within TDA-z. A new drywell is proposed to accommodate surface runoff from the improvements. Since the existing flow patterns will mimic their natural discharge paths and released at the historic rates, no negative impacts are anticipated from this project. DEVELOPED CONDITIONS Threshold Discharge Areas Based on topographical information and site analysis,the existing project area is divided into three separate threshold discharge areas(TDAs). The table below summarizes the existing and developed conditions areas for each TDA. See the basin exhibit and preliminary plans within the enclosures. '•►„ ,* May 7, 2014 Page 4 of 5 Surface Type TDA-1 TDA-2 TDA-3 Existing Impervious ' 865 sf/(0.020 Acres) 12,107 sf/(.278 Acres) 12,169 sf/(.279 Acres) Existing Pervious 661 sf/(.oi5 Acres) : 1,722 sf/(.039 Acres) 8,978 sf 1(.206 Acres) TOTAL EXISTING 4526 sf/(.03S ) : 1' /Op Acres) Wi t:( Acres) Existing+Proposed PGIS 57o sf/(.013 Acres) 10,562 sf/(.242 Acres) 12,292 sf 1(.282 Acres) Proposed Impervious a 630 sf/(.o14 Acres) 1,663 sf/(.038 Acres) 3,382 sf/(.078 Acres) (NPGIS) Proposed Pervious : 326 sf/(.007 Acres) 1,604 sf/(.037 Acres) 5,473 sf/(.125 Acres) TOTAL PROPOSED AREA 1,526 !(.035 Acres) 13g$29 of/(. ay ). 210471f I( `r AtresY TDA-1 TDA-1 consists of new curb,gutter,sidewalk,and ADA ramp. Surface water generated within TDA-1 will continue to drain within the roadside vegetated areas to the west. Improvements within TDA-1 reduce the amount of PGIS by approximately 33-square feet and introduce 335-sqsuare feet of new impervious surfacing. Since the amount of PGIS has been decreased and the amount of new impervious surfacing is below the threshold,flow control and water quality improvements are not proposed. TDA-2 TDA-2 consists of new curb,gutter,sidewalk,ADA ramps,and a new pedestrian crossing. Improvements within TDA-2 reduce the amount of PGIS by approximately 1,545-square feet and introduce 118-sgsuare feet of new impervious surfacing. Since the amount of PGIS has been decreased, water quality is not proposed. However,surface water generated within TDA-2 will be collected and infiltrated within the new drywell. The drywell has been sized based on the increased area contributing to it. TDA-3 TDA-3 consists of new curb,gutter,shared use path,and ADA ramps. Surface water generated within TDA-3 will continue to sheet flow to the east within the roadside vegetated areas. Improvements within TDA-3 introduce approximately 123-square feet of PGIS and introduce 3,382-square feet of new impervious surfacing(NPGIS). Since the amount of new PGIS and the amount of new impervious surfacing is below the threshold,flow control and water quality improvements are not proposed. 041100- May 7, 2014 Pages of 5 HYDROLOGIC AND HYDRAULIC DESIGN FLOW CONTROL Flow control is not required for TDA-1 orTDA-3 since the effective impervious surfacing does not exceed the flow control threshold. The existing drywell within TDA-2 will be replaced with a 6-feet deep drywell. An infiltration test performed by Eric Kuzma,Jefferson County Department of Public Works,indicated an infiltration rate of 34.5°/hour. See the hydrologic calculations and email regarding infiltration testing within the enclosures. WATER QUALITY Water quality is not required for any of the TDAs since the effective pollutant generating impervious surfacing(PGIS)does not exceed the water quality threshold. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The proposed conveyance system is sized to accommodate runoff from the developed conditions 100- year, 24-hour design storm. The developed conditions soo-year,24-hour flow rate is 0.19 cfs. Stormwater runoff within TDA-2 will be collected in catch basins and routed to the proposed drywell within 12-inch diameter pipes at a slope of o.5%. Per the Manning's equation,a 12-inch diameter pipe at a 0.5%slope has a total capacity of 2.74 cfs. Therefore the proposed stormwater culverts will have adequate capacity to convey the stormwater generated by the project. ENCLOSURE s Basin Exhibits ; 76.4 ivi:i,,,,:': 'Toni;; m._...-� :o j �:I , 9VBEINFFEI LEGEND -- ,t' ems ��-. 64644752 1 \\\\\� POLLUTANT eMBin01rs 1 I ® 941-POLLIttANt 6RN11005 j 664135 \`■i NEE 1 � '' il -P011NG 511611110 M... I 61P[R110US r 61PPAI10115 \� \ I I-1.52.5(55 sal 5.0I562 261 S(Npw M) 76034 1M) I 1-13,619 (.24704) I,nx 4(:w 047 __- 17544,i%AG) ,\ ,, 3-21,1174.NSM B,9MS.NMM 12,1694.DBM i\\\\ II ;\ i t \i. 1( ;1 r ;. 1�\ I; k•4: 1\ 1111 N� , 1,455 SF 1],1074 1914 5S \� 0I ;I \.: \�\V' ALINE raft 169 . 1vyv�ov ovvv vvvv�vvvvmomvvvvvvvvvvvvvv�vv�* r- - - — �BSS ,. ���k�\ 11: \\\... _ 66 00- -'�91m -- - 370400 '-- ohm - - 272 ----- n - ---3 11135 Th s 11.1694 1,8154 7 ; I ill �� EXISTING BASIN MIST F1F1 SCJ ALLIANCE m,.� 9 .� SR 19 8 WEST VOLLEY RD INTERSECTION B „ 1514 d...N..B,N.9 B10 JL• WNW. LEGEND ___-__ `_"_ sro s BASH WA I ® MUTANT 01P8xx005 ` I ® xx, .�Ax1B.5 ;if PROPOSO F1051N0 9 KM. lI i, 1oA m�ava3o 5P N1 O14161035 `\ 1 1 1-ISMS 035 SM S L07 At 30 SF.OIB AC 570 5.013 AC 2-118MS1)AC ® 038 AC 10,5814.Ml AC \\ 1� -2111)4.IBS AC ® .075 AC 1ffi5.282. 3\`\ ; ,\ 11 5,5 S > Si I I 33,1 SF 1,553 SF 6355 120 4 \\1` 'i ■ I'll x — 10SN 4 \�\���\�\\\�\\ 12T➢2 S \ _ _- \\\\\\ .-_ _,-..—-3651.00 ��\\\�\�\��\ \\\ 3fM00 31" 310100 57.. —M.° --111+'.'•0 1 . I r :.. 1 8014 21925 ''~' 2M4 1.810. tors 9614 I ` M^ it 1- I �x' DEVELOPED BASS!E%MBIT E%d SCJAS.0 C _ >�� s m SR 196VlEST VALLEY RD INIERSECTpN x wwnxw.110 xrw 7d2 I. vauawmx x.PPB.-,w..+.B ENCLOSURE 2 Hydrologic Calculations +Of. -4119. 110). TDA-2 Pre-developed Conditions r.ie.ee.w .':i Cr els*.r...k.ecte ff. - N».Wr , . L..e. Ml•.e. ______. ._.... wow TO f ti 1C _—==_ Arms In pasta tla.rGY5.1.40 w...e.ena I Mi. Ma.. A..Y.6N r_ -_„_,r -'u ' 1 i r 7 ,'lri'r—� r nor wrIRP :..a I C 1 ` _ •r ,; r R0OPIW.ALAI i r r iM1., P'''" 1.. r { 1 r _ -- 1 r` i{ ' r i.ir.um 1 r ' I r[7a�.e'7fi—"..I n s; _ -- .:ta. . rte litoNtS18.1 r w c....rre±. , + 'rte- 1 NY.d�M f 1 , Lswiai A.. Y...w.To. Ae.. ! i Developed Conditions e - , � .. # � s.rw.a.w.. �^ --�-`cr OnwnuAe..a.rat 1 , I ..h.. a.... an....r. . }+ ' F7...T. iF�-'.-'7 _._.C.. ::_...._7=1- 1 .w.. Elselo r•Show0..tYtlN IIIIgn �r 4 M.. ," Ao.a .- •.I 1 144.'------c r s -f - : 1 ■ r I' _- r _._J i , •M „ : rr -.-z.. r _ .ry m l� ageism 6• r +4s!lL..... �.. r .� +i�c r A - ` r ;rtC s -.1 z,., r7 r ,- mm.. ; f- r .. _ _ ,►- r _._ z ,...1... ; _--_ - __, sr ilialt0.-I d” r 1G"irl ' i i nor lam 1' i.* i 1 rt- '.rl..eb`�r.�h.� I , ?.a..Twl kw: ■ 4J a . . t ! Lae..till . An. 6 -............ ... —t.... »-p ...-, .wwra/ s,,..;Aniss Awe ..a (....7 - .e..JY7l.. 1 Bela.l BY r-` ---91L-j Drywell Dimensions :.kmeruaR irele+i TN,,,Niftellrtygaeee Er r_*^ . Fa Name ($aW 7trd 3MlY 092911 092912 092913 • I • Downstream Commdiion 0 �'--`? _._._,..:..{_.... ,_,....�.__... FaolbyTyp• 3� flM�. A i-- .6eor 1 r p..00.404.4trF.utr --00041031131--1 Om Somme t r-M; _aF:gg M 01man•wn D1a•sed -, Y 1 FKOtty Dlnree•ua 0111191 9111190114,129311J TwnneemawanM '`I __ -I ■••*. ± Er.r,.Total OK"lD . Few D9.aw0rt Ii6--•1 r3 eal9n,hp 001 t 449710. 100 -'1 1 Lao SW 0994164 aOithT19' s 1 I 1 Matenal Leyte*for Ttom39099 • - aiji -•- -. ......1 ' - 1.99109149911.991091499101.9910914991011 ut9l I l these DNraler g Number (w /Q 1 t Lew 211.c1m:.e0 1 p --ir-• !! .;'r {_ Ltra:OCwVltal 2 W-`1.W-H tyw 311=S*roupj I 2 If--•"I N si _-L... .......r Ttin041nr aPm9 Mad tat tl 003 3 i 01..wa ie.**.09.it.00 -:'I �- .` .t'.. i FncwbYO..4 r--�I 8bow'Tremcb 15-.7i at. H t . Uwwae4a1eea4rnl wb3 per--'I I.ai&tpYl �-"i II.wIMwr , ToiYtlaeblba.51,00 MMS TOd wawa Teadia�la011 30117 y,.1�,', I i , T4YYdwe TtradM9I 4i 086 PwewtlNi9d 9a 70 t�Srj�7 _"",. t ,. _sa.M tor.Torch 1 410.0 AD lead x,/ • Flow Frequency 111109499 12 Le _.. -__ --_._-.. /.0 wtere 0701 i??: / >`YfIr1144.9 iNOhi4D1WV L_._._.__.. Year • •.0707 Tear ■ 0.1071 .5 1006 - 0 1445 Vow - •=1310 _ Tear se Sine 43 ++++0 + + OS Year- 0..1915 • 8 0+ ._. Peaks • 94 + 00 10 0.1050 - EC . + ++++ + + 1096 0 0714 1701 0.1455 1952 •-0497 • 1.51 0.1104 1994 0.1007 001 O.it 1055 0.0635 02 1 2 1 10 20 30 10 70 40 b 06 00 140051 1••• 0 0717 1957 0 0699 I 1950 5.OK3 SMOFa.aenDuOm I In DuWw nrnre0arc+1-Was j 1 owaa Weisnit•uwrs�L001•91 ::IIaA9wD94019 J_ .e•bwgd 13141•a•►14r.a 1 9656 •.0993 994864•d914490 Taee.aw0tt I 1961 9,•193 � rr •••��- _� 1961 0..0441 ` 1.. ..1 1053 0.0700 3944 •.1455 f000wNbaebM61ALL09111T•ltraea4 1945 9.•907 11191 1O.MTo 99911i419211171*1069014 110116.6960•991191191111.11 16014*N0 19 6 0.0600 1967 0.0994 1069 0.0754 1069 0.0477 .ysa044 Dm..I- l► Ji.t!'OCIJ , 1970 0.1515 9940199199940.91 1972 0.0714 9940199199940.91 7973 0.0744 6i9stail sli179 ¶L4 ins 0 �...: 1974 0.0414 f Dams 1975 0.1073 r.0009999 1976 0.9956 WWHM2012 PROJECT REPORT Project Name: TDA-2 Site Name: Safe Routes Site Address: City : Chimacum Report Date: 5/7/2014 Gage : Port Angeles Data Start : 1948/10/01 Data End : 2009/09/30 Precip Scale: 0.80 Version : 2014/02/18 r Low Flow Threshold for POC 1 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name : Basin 1 Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .039 Pervious Total 0.039 Impervious Land Use Acres ROADS FLAT 0.278 Impervious Total 0.278 Basin Total 0.317 Element Flows To: Surface Interflow Groundwater MITIGATED LAND USE Name : Basin 1 Bypass: No Groundwater: No Pervious Land Use Acres C, Lawn, Flat .037 Pervious Total 0.037 Impervious Land Use Acres ROADS FLAT 0.242 SIDEWALKS FLAT 0.038 Impervious Total 0.28 Basin Total 0.317 Element Flows To: Surface Interflow Groundwater Gravel Trench Bed 1 Gravel Trench Bed 1 Name : Gravel Trench Bed 1 Bottom Length: 6.00 ft. Bottom Width: 6.00 ft. Trench bottom slope 1: 0.001 To 1 Trench Left side slope 0: 0.5 To 1 Trench right side slope 2: 0.5 To 1 Material thickness of first layer: 6 Pour Space of material for first layer: 0.4 Material thickness of second layer: 0 Pour Space of material for second layer: 0 Material thickness of third layer: 0 Pour Space of material for third layer: 0 Infiltration On Infiltration rate: 34.5 Infiltration safety factor: 1 Wetted surface area On Total Volume Infiltrated (ac-ft) : 20.298 Total Volume Through Riser (ac-ft) : 0.05 Total Volume Through Facility (ac-ft) : 20.347 Percent Infiltrated: 99.76 Discharge Structure Riser Height: 5.5 ft. Riser Diameter: 10 in. Element Flows To: Outlet 1 Outlet 2 Gravel Trench Bed Hydraulic Table Stage(ft) Area(ac) Volume(ac-ft) Diacharge(cfa) Infilt(cfe) 0.0000 0.000 0.000 0.000 0.000 0.0667 0.000 0.000 0.000 0.029 0.1333 0.000 0.000 0.000 0.029 0.2000 0.000 0.000 0.000 0.029 0.2667 0.000 0.000 0.000 0.030 0.3333 0.000 0.000 0.000 0.030 0.4000 0.000 0.000 0.000 0.030 0.4667 0.000 0.000 0.000 0.031 0.5333 0.000 0.000 0.000 0.031 0.6000 0.000 0.000 0.000 0.031 0.6667 0.000 0.000 0.000 0.032 0.7333 0.000 0.000 0.000 0.032 0.8000 0.000 0.000 0.000 0.032 0.8667 0.000 0.000 0.000 0.032 0.9333 0.001 0.000 0.000 0.033 1.0000 0.001 0.000 0.000 0.033 1.0667 0.001 0.000 0.000 0.033 1.1333 0.001 0.000 0.000 0.034 1.2000 0.001 0.000 0.000 0.034 1.2667 0.001 0.000 0.000 0.034 1.3333 0.001 0.000 0.000 0.035 1.4000 0.001 0.000 0.000 0.035 1.4667 0.001 0.000 0.000 0.035 1.5333 0.001 0.000 0.000 0.036 1.6000 0.001 0.000 0.000 0.036 1.6667 0.001 0.000 0.000 0.036 1.7333 0.001 0.000 0.000 0.037 1.8000 0.001 0.000 0.000 0.037 1.8667 0.001 0.000 0.000 0.037 1.9333 0.001 0.000 0.000 0.038 2.0000 0.001 0.000 0.000 0.038 2.0667 0.001 0.000 0.000 0.038 2.1333 0.001 0.000 0.000 0.039 2.2000 0.001 0.000 0.000 0.039 2.2667 0.001 0.000 0.000 0.039 2.3333 0.001 0.000 0.000 0.040 2.4000 0.001 0.001 0.000 0.040 2.4667 0.001 0.001 0.000 0.040 2.5333 0.001 0.001 0.000 0.040 2.6000 0.001 0.001 0.000 0.041 2.6667 0.001 0.001 0.000 0.041 2.7333 0.001 0.001 0.000 0.041 2.8000 0.001 0.001 0.000 0.042 2.8667 0.001 0.001 0.000 0.042 2.9333 0.001 0.001 0.000 0.042 3.0000 0.001 0.001 0.000 0.043 3 .0667 0.001 0.001 0.000 0.043 3.1333 0.001 0.001 0.000 0.043 3.2000 0.001 0.001 0.000 0.044 3.2667 0.001 0.001 0.000 0.044 3.3333 0.001 0.001 0.000 0.044 3.4000 0.001 0.001 0.000 0.045 3.4667 0.001 0.001 0.000 0.045 3.5333 0.001 0.001 0.000 0.045 3.6000 0.001 0.001 0.000 0.046 3.6667 0.001 0.001 0.000 0.046 3.7333 0.001 0.001 0.000 0.046 3.8000 0.001 0.001 0.000 0.047 3.8667 0.001 0.001 0.000 0.047 . 3.9333 0.001 0.001 0.000 0.047 4.0000 0.001 0.001 0.000 0.048 4.0667 0.001 0.001 0.000 0.048 4.1333 0.001 0.001 0.000 0.048 4.2000 0.001 0.001 0.000 0.048 4.2667 0.001 0.001 0.000 0.049 4.3333 0.001 0.002 0.000 0.049 4.4000 0.001 0.002 0.000 0.049 4.4667 0.001 0.002 0.000 0.050 4.5333 0.001 0.002 0.000 0.050 4.6000 0.001 0.002 0.000 0.050 4.6667 0.001 0.002 0.000 0.051 4.7333 0.001 0.002 0.000 0.051 4.8000 0.001 0.002 0.000 0.051 4.8667 0.001 0.002 0.000 0.052 4.9333 0.001 0.002 0.000 0.052 5.0000 0.001 0.002 0.000 0.052 5.0667 0.001 0.002 0.000 0.053 5.1333 0.001 0.002 0.000 0.053 5.2000 0.001 0.002 0.000 0.053 5.2667 0.001 0.002 0.000 0.054 5.3333 0.001 0.002 0.000 0.054 5.4000 0.001 0.002 0.000 0.054 5.4667 0.001 0.002 0.000 0.055 5.5333 0.001 0.002 0.049 0.055 5.6000 0.001 0.002 0.256 0.055 5.6667 0.001 0.002 0.552 0.056 5.7333 0.001 0.002 0.914 0.056 5.8000 0.001 0.002 1.333 0.056 5.8667 0.001 0.002 1.801 0.057 5.9333 0.001 0.002 2.315 0.057 6.0000 0.001 0.003 2.869 0.057 ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.039 Total Impervious Area:0.278 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.037 Total Impervious Area:0.28 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.078133 5 year 0.106267 10 year 0.125654 25 year 0.151026 50 year 0.170573 100 year 0.190677 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.310011 5 year 0.67419 10 year 0.939901 25 year 1.271171 50 year 1.507485 100 year 1.726945 Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.104 0.005 1950 0.071 0.002 1951 0.144 0.087 1952 0.049 0.000 1953 0.118 0.032 1954 0.105 0.006 1955 0.083 0.026 1956 0.071 0.000 1957 0.068 0.000 1958 0.081 0.000 1959 0.102 0.031 1960 0.089 0.000 1961 0.072 0.000 1962 0.062 0.000 1963 0.078 0.000 1964 0.145 0.039 1965 0.052 0.000 1966 0.060 0.000 1967 0.078 0.000 1968 0.075 0.000 1969 0.067 0.000 1970 0.101 0.000 1971 0.175 0.115 1972 0.091 0.035 1973 0.074 0.000 1974 0.041 0.000 1975 0.106 0.000 1976 0.093 0.012 1977 0.060 0.000 1978 0.061 0.000 1979 0.126 0.070 1980 0.064 0.000 1981 0.120 0.067 1982 0.110 0.036 1983 0.086 0.000 1984 0.060 0.000 1985 0.143 0.056 1986 0.077 0.019 1987 0.175 0.062 1988 0.072 0.000 1989 0.075 0.000 1990 0.087 0.000 1991 0.088 0.015 1992 0.079 0.000 1993 0.048 0.000 1994 0.043 0.000 1995 0.042 0.000 1996 0.047 0.000 1997 0.063 0.000 1998 0.067 0.000 1999 0.087 0.025 ! 2000 0.115 0.004 2001 0.044 0.000 2002 0.076 0.000 2003 0.055 0.000 1 2004 0.076 0.000 2005 0.096 0.031 2006 0.069 0.000 2007 0.162 0.102 2008 0.063 0.000 2009 0.052 0.000 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.1755 0.1147 2 0.1753 0.1020 3 0.1623 0.0868 4 0.1446 0.0701 5 0.1444 0.0667 6 0.1431 0.0622 7 0.1264 0.0558 8 0.1202 0.0387 9 0.1176 0.0359 10 0.1146 0.0350 11 0.1099 0.0319 12 0.1065 0.0310 13 0.1051 0.0308 14 0.1043 0.0265 15 0.1016 0.0247 16 0.1008 0.0195 17 0.0960 0.0148 18 0.0930 0.0123 19 0.0908 0.0064 20 0.0887 0.0048 21 0.0876 0.0040 22 0.0867 0.0024 23 0.0866 0.0000 24 0.0864 0.0000 25 0.0830 0.0000 26 0.0813 0.0000 27 0.0786 0.0000 28 0.0782 0.0000 29 0.0779 0.0000 30 0.0765 0.0000 31 0.0761 0.0000 I 32 0.0756 0.0000 33 0.0753 0.0000 34 0.0753 0.0000 35 0.0742 0.0000 36 0.0717 0.0000 37 0.0716 0.0000 38 0.0712 0.0000 39 0.0707 0.0000 40 0.0694 0.0000 41 0.0684 0.0000 42 0.0675 0.0000 43 0.0673 0.0000 44 0.0642 0.0000 45 0.0633 0.0000 46 0.0629 0.0000 47 0.0617 0.0000 48 0.0605 0.0000 49 0.0604 0.0000 50 0.0604 0.0000 51 0.0595 0.0000 52 0.0546 0.0000 53 0.0524 0.0000 54 0.0516 0.0000 55 0.0493 0.0000 56 0.0478 0.0000 57 0.0468 0.0000 58 0.0445 0.0000 59 0.0428 0.0000 60 0.0415 0.0000 61 0.0411 0.0000 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0391 1533 19 1 Pass 0.0404 1391 19 1 Pass 0.0417 1243 19 1 Pass 0.0431 1111 19 1 Pass 0.0444 951 19 1 Pass 0.0457 786 17 2 Pass 0.0470 693 16 2 Pass 0.0484 632 16 2 Pass 0.0497 549 16 2 Pass 0.0510 499 16 3 Pass 0.0523 454 16 3 Pass 0.0537 412 16 3 Pass 0.0550 365 16 4 Pass 0.0563 324 14 4 Pass 0.0577 306 14 4 Pass 0.0590 270 14 5 Pass 0.0603 237 13 5 Pass 0.0616 219 12 5 Pass 0.0630 198 10 5 Pass 0.0643 175 10 5 Pass 0.0656 160 10 6 Pass 0.0670 143 7 4 Pass 0.0683 130 7 5 Pass 0.0696 121 7 5 Pass 0.0709 113 6 5 Pass 0.0723 102 6 5 Pass 0.0736 96 6 6 Pass 0.0749 89 6 6 Pass 0.0763 82 6 7 Pass 0.0776 80 6 7 Pass 0.0789 74 6 8 Pass 0.0802 68 6 8 Pass 0.0816 64 6 9 Pass 0.0829 61 6 9 Pass 0.0842 58 6 10 Pass 0.0856 56 6 10 Pass 0.0869 52 4 7 Pass 0.0882 45 4 8 Pass 0.0895 41 4 9 Pass 0.0909 40 4 10 Pass 0.0922 37 4 10 Pass 0.0935 33 4 12 Pass 0.0949 31 4 12 Pass 0.0962 30 4 13 Pass 0.0975 30 4 13 Pass 0.0988 28 4 14 Pass 0.1002 28 4 14 Pass 0.1015 26 4 15 Pass 0.1028 25 2 8 Pass 0.1042 24 2 8 Pass 0.1055 22 2 9 Pass 0.1068 20 2 10 Pass 0.1081 19 2 10 Pass 0.1095 18 2 11 Pass 0.1108 16 2 12 Pass 0.1121 16 2 12 Pass 0.1135 16 2 12 Pass 0.1148 15 0 0 Pass 0.1161 15 0 0 Pass 0.1174 14 0 0 Pass 0.1188 13 0 0 Pass 0.1201 13 0 0 Pass 0.1214 12 0 0 Pass 0.1228 11 0 0 Pass 0.1241 11 0 0 Pass 0.1254 10 0 0 Pass 0.1267 9 0 0 Pass 0.1281 9 0 0 Pass 0.1294 8 0 0 Pass 0.1307 7 0 0 Pass 0.1321 7 0 0 Pass 0.1334 7 0 0 Pass 0.1347 6 0 0 Pass 0.1360 6 0 0 Pass 0.1374 6 0 0 Pass 0.1387 6 0 0 Pass 0.1400 6 0 0 Pass 0.1413 6 0 0 Pass 0.1427 6 0 0 Pass 0.1440 5 0 0 Pass 0.1453 3 0 0 Pass 0.1467 3 C 0 Pass 0.1480 3 0 0 Pass 0.1493 3 0 0 Pass 0.1506 3 0 0 Pass 0.1520 3 0 0 Pass 0.1533 3 0 0 Pass 0.1546 3 0 0 Pass 0.1560 3 0 0 Pass 0.1573 3 0 0 Pass 0.1586 3 0 0 Pass 0.1599 3 0 0 Pass 0.1613 3 0 0 Pass 0.1626 2 0 0 Pass 0.1639 2 0 0 Pass 0.1653 2 0 0 Pass 0.1666 2 0 0 Pass 0.1679 2 0 0 Pass 0.1692 2 0 0 Pass 0.1706 2 0 0 Pass Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfe. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfe. Adjusted for 15 min: 0 cfs. Wetlands Fluctuation for POC 1 Average Annual Volume (acft) Month Predevel Mitigated Percent Pass/Fail Jan 3.2664 0.0088 0.3 Fail Feb 1.8595 0.0010 0.1 Fail Mar 1.3181 0.0019 0.1 Fail Apr 0.6650 0.0000 0.0 Fail May 0.2814 0.0000 0.0 Fail Jun 0.2430 0.0001 0.1 Fail Jul 0.1255 0.0000 0.0 Fail Aug 0.3073 0.0000 0.0 Fail Sep 0.4853 0.0062 1.3 Fail Oct 1.5598 0.0000 0.0 Fail Nov 3.1215 0.0173 0.6 Fail Dec 3.3550 0.0039 0.1 Fail Day Predevel Mitigated Percent Pass/Fail Jani 0.1583 0.0002 0.1 Fail 2 0.0967 0.0000 0.0 Fail 3 0.1440 0.0000 0.0 Fail 4 0.1440 0.0000 0.0 Fail 5 0.0867 0.0000 0.0 Fail 6 0.1505 0.0038 2.5 Fail 7 0.1107 0.0000 0.0 Fail 8 0.0731 0.0000 0.0 Fail 9 0.0761 0.0000 0.0 Fail 10 0.0547 0.0000 0.0 Fail 11 0.0976 0.0000 0.0 Fail 12 0.0777 0.0000 0.0 Fail 13 0.1312 0.0000 0.0 Fail 14 0.1546 0.0000 0.0 Fail 15 0.1021 0.0000 0.0 Fail 16 0.1040 0.0000 0.0 Fail 17 0.1622 0.0010 0.6 Fail 18 0.1045 0.0038 3.6 Fail 19 0.0799 0.0000 0.0 Fail 20 0.0701 0.0000 0.0 Fail 21 0.0901 0.0000 0.0 Fail 22 0.1332 0.0000 0.0 Fail 23 0.1034 0.0000 0.0 Fail 24 0.0715 0.0000 0.0 Fail 25 0.0706 0.0000 0.0 Fail 26 0.0636 0.0000 0.0 Fail 27 0.0893 0.0000 0.0 Fail 28 0.1548 0.0000 0.0 Fail 29 0.0896 0.0000 0.0 Fail 30 0.0835 0.0000 0.0 Fail 31 0.1081 0.0000 0.0 Fail Fab]. 0.0701 0.0000 0.0 Fail 2 0.0598 0.0000 0.0 Fail 3 0.0944 0.0000 0.0 Fail 4 0.0515 0.0000 0.0 Fail 5 0.0687 0.0000 0.0 Fail 6 0.0778 0.0009 1.1 Fail 7 0.0632 0.0000 0.0 Fail 8 0.0472 0.0000 0.0 Fail 9 0.0561 0.0000 0.0 Fail 10 0.0595 0.0000 0.0 Fail 11 0.0945 0.0000 0.0 Fail 12 0.0464 0.0000 0.0 Fail 13 0.0355 0.0000 0.0 Fail 14 0.0532 0.0000 0.0 Fail 15 0.1179 0.0002 0.1 Fail 16 0.0838 0.0000 0.0 Fail 17 0.0610 0.0000 0.0 Fail 18 0.0840 0.0000 0.0 Fail 19 0.0425 0.0000 0.0 Fail 20 0.0942 0.0000 0.0 Fail 21 0.0442 0.0000 0.0 Fail 22 0.0543 0.0000 0.0 Fail 23 0.0695 0.0000 0.0 Fail 24 0.0522 0.0000 0.0 Fail 25 0.0541 0.0000 0.0 Fail 26 0.0515 0.0000 0.0 Fail 27 0.0539 0.0000 0.0 Fail 28 0.0406 0.0000 0.0 Fail 29 0.0687 0.0000 0.0 Fail Marl 0.0426 0.0000 0.0 Fail 2 0.0832 0.0000 0.0 Fail 3 0.0475 0.0000 0.0 Fail 4 0.0672 0.0019 2.9 Fail 5 0.0467 0.0000 0.0 Fail 6 0.0380 0.0000 0.0 Fail 7 0.0586 0.0000 0.0 Fail 8 0.0657 0.0000 0.0 Fail 9 0.0301 0.0000 0.0 Fail 10 0.0604 0.0000 0.0 Fail 11 0.0668 0.0000 0.0 Fail 12 0.0525 0.0000 0.0 Fail 13 0.0371 0.0000 0.0 Fail 14 0.0470 0.0000 0.0 Fail 15 0.0292 0.0000 0.0 Fail 16 0.0343 0.0000 0.0 Fail 17 0.0484 0.0000 0.0 Fail 18 0.0399 0.0000 0.0 Fail 19 0.0277 0.0000 0.0 Fail 20 0.0194 0.0000 0.0 Fail 21 0.0471 0.0000 0.0 Fail 22 0.0438 0.0000 0.0 Fail 23 0.0170 0.0000 0.0 Fail 24 0.0340 0.0000 0.0 Fail 25 0.0482 0.0000 0.0 Fail 26 0.0252 0.0000 0.0 Fail 27 0.0227 0.0000 0.0 Fail 28 0.0278 0.0000 0.0 Fail 29 0.0162 0.0000 0.0 Fail 30 0.0254 0.0000 0.0 Fail 31 0.0402 0.0000 0.0 Fail Apri 0.0398 0.0000 0.0 Fail 2 0.0388 0.0000 0.0 Fail 3 0.0627 0.0000 0.0 Fail 4 0.0310 0.0000 0.0 Fail 5 0.0414 0.0000 0.0 Fail 6 0.0218 0.0000 0.0 Fail 7 0.0138 0.0000 0.0 Fail 8 0.0151 0.0000 0.0 Fail 9 0.0086 0.0000 0.0 Fail 10 0.0196 0.0000 0.0 Fail 11 0.0204 0.0000 0.0 Fail 12 0.0306 0.0000 0.0 Fail 13 0.0296 0.0000 0.0 Fail 14 0.0138 0.0000 0.0 Fail 15 0.0143 0.0000 0.0 Fail 16 0.0185 0.0000 0.0 Fail 17 0.0027 0.0000 0.0 Fail 18 0.0218 0.0000 0.0 Fail 19 0.0081 0.0000 0.0 Fail 20 0.0042 0.0000 0.0 Fail 21 0.0156 0.0000 0.0 Fail 22 0.0458 0.0000 0.0 Fail 23 0.0134 0.0000 0.0 Fail 24 0.0108 0.0000 0.0 Fail 25 0.0088 0.0000 0.0 Fail 26 0.0221 0.0000 0.0 Fail 27 0.0213 0.0000 0.0 Fail 28 0.0163 0.0000 0.0 Fail 29 0.0142 0.0000 0.0 Fail 30 0.0118 0.0000 0.0 Fail Mayl 0.0176 0.0000 0.0 Fail 2 0.0043 0.0000 0.0 Fail 3 0.0070 0.0000 0.0 Fail 4 0.0106 0.0000 0.0 Fail 5 0.0129 0.0000 0.0 Fail 6 0.0036 0.0000 0.0 Fail 7 0.0017 0.0000 0.0 Fail 8 0.0025 0.0000 0.0 Fail 9 0.0058 0.0000 0.0 Fail 10 0.0100 0.0000 0.0 Fail 11 0.0053 0.0000 0.0 Fail 12 0.0103 0.0000 0.0 Fail 13 0.0186 0.0000 0.0 Fail 14 0.0200 0.0000 0.0 Fail 15 0.0035 0.0000 0.0 Fail 16 0.0043 0.0000 0.0 Fail 17 0.0061 0.0000 0.0 Fail 18 0.0179 0.0000 0.0 Fail 19 0.0150 0.0000 0.0 Fail 20 0.0013 0.0000 0.0 Fail 21 0.0067 0.0000 0.0 Fail 22 0.0004 0.0000 0.0 Fail 23 0.0086 0.0000 0.0 Fail 24 0.0072 0.0000 0.0 Fail 25 0.0080 0.0000 0.0 Fail 26 0.0199 0.0000 0.0 Fail 27 0.0081 0.0000 0.0 Fail 28 0.0118 0.0000 0.0 Fail 29 0.0027 0.0000 0.0 Fail 30 0.0176 0.0000 0.0 Fail 31 0.0087 0.0000 0.0 Fail Juni 0.0080 0.0000 0.0 Fail 2 0.0072 0.0000 0.0 Fail 3 0.0023 0.0000 0.0 Fail 4 0.0049 0.0000 0.0 Fail 5 0.0113 0.0000 0.0 Fail 6 0.0180 0.0000 0.0 Fail 7 0.0107 0.0000 0.0 Fail 8 0.0142 0.0000 0.0 Fail 9 0.0180 0.0000 0.0 Fail 10 0.0027 0.0000 0.0 Fail 11 0.0102 0.0001 1.3 Fail 12 0.0028 0.0000 0.0 Fail 13 0.0017 0.0000 0.0 Fail 14 0.0001 0.0000 0.0 Fail 15 0.0129 0.0000 0.0 Fail 16 0.0113 0.0000 0.0 Fail 17 0.0082 0.0000 0.0 Fail 18 0.0002 0.0000 0.0 Fail 19 0.0000 0.0000 0.0 Fail 20 0.0042 0.0000 0.0 Fail 21 0.0104 0.0000 0.0 Fail 22 0.0124 0.0000 0.0 Fail 23 0.0114 0.0000 0.0 Fail 24 0.0142 0.0000 0.0 Fail 25 0.0116 0.0000 0.0 Fail 26 0.0034 0.0000 0.0 Fail 27 0.0023 0.0000 0.0 Fail 28 0.0092 0.0000 0.0 Fail 29 0.0106 0.0000 0.0 Fail 30 0.0180 0.0000 0.0 Fail Jull 0.0026 0.0000 0.0 Fail 2 0.0091 0.0000 0.0 Fail 3 0.0061 0.0000 0.0 Fail 4 0.0205 0.0000 0.0 Fail 5 0.0017 0.0000 0.0 Fail 6 0.0002 0.0000 0.0 Fail 7 0.0027 0.0000 0.0 Fail 8 0.0156 0.0000 0.0 Fail 9 0.0008 0.0000 0.0 Fail 10 0.0015 0.0000 0.0 Fail 11 0.0050 0.0000 0.0 Fail 12 0.0021 0.0000 0.0 Fail 13 0.0018 0.0000 0.0 Fail 14 0.0004 0.0000 0.0 Fail 15 0.0067 0.0000 0.0 Fail 16 0.0044 0.0000 0.0 Fail 17 0.0000 0.0000 0.0 Fail 18 0.0000 0.0000 0.0 Fail 19 0.0061 0.0000 0.0 Fail 20 0.0024 0.0000 0.0 Fail 21 0.0020 0.0000 0.0 Fail 22 0.0003 0.0000 0.0 Fail 23 0.0001 0.0000 0.0 Fail 24 0.0010 0.0000 0.0 Fail 25 0.0065 0.0000 0.0 Fail 26 0.0034 0.0000 0.0 Fail 27 0.0024 0.0000 0.0 Fail 28 0.0008 0.0000 0.0 Fail 29 0.0000 0.0000 0.0 Fail 30 0.0010 0.0000 0.0 Fail 31 0.0000 0.0000 0.0 Fail Augl 0.0115 0.0000 0.0 Fail 2 0.0018 0.0000 0.0 Fail 3 0.0081 0.0000 0.0 Fail 4 0.0023 0.0000 0.0 Fail 5 0.0120 0.0000 0.0 Fail 6 0.0032 0.0000 0.0 Fail 7 0.0002 0.0000 0.0 Fail 8 0.0050 0.0000 0.0 Fail 9 0.0038 0.0000 0.0 Fail 10 0.0002 0.0000 0.0 Fail 11 0.0052 0.0000 0.0 Fail 12 0.0091 0.0000 0.0 Fail 13 0.0045 0.0000 0.0 Fail 14 0.0091 0.0000 0.0 Fail 15 0.0090 0.0000 0.0 Fail 16 0.0139 0.0000 0.0 Fail 17 0.0102 0.0000 0.0 Fail 18 0.0265 0.0000 0.0 Fail 19 0.0041 0.0000 0.0 Fail 20 0.0123 0.0000 0.0 Fail 21 0.0131 0.0000 0.0 Fail 22 0.0318 0.0000 0.0 Fail 23 0.0210 0.0000 0.0 Fail 24 0.0200 0.0000 0.0 Fail 25 0.0082 0.0000 0.0 Fail 26 0.0062 0.0000 0.0 Fail 27 0.0067 0.0000 0.0 Fail 28 0.0118 0.0000 0.0 Fail 29 0.0255 0.0000 0.0 Fail 30 0.0109 0.0000 0.0 Fail 31 0.0187 0.0000 0.0 Fail Sepl 0.0029 0.0000 0.0 Fail 2 0.0127 0.0000 0.0 Fail 3 0.0029 0.0000 0.0 Fail 4 0.0130 0.0000 0.0 Fail 5 0.0142 0.0000 0.0 Fail 6 0.0078 0.0000 0.0 Fail 7 0.0178 0.0000 0.0 Fail 8 0.0134 0.0000 0.0 Fail 9 0.0127 0.0000 0.0 Fail 10 0.0145 0.0000 0.0 Fail 11 0.0037 0.0000 0.0 Fail 12 0.0125 0.0000 0.0 Fail 13 0.0191 0.0020 10.7 Fail 14 0.0184 0.0000 0.0 Fail 15 0.0139 0.0000 0.0 Fail 16 0.0152 0.0000 0.0 Fail 17 0.0279 0.0000 0.0 Fail 18 0.0177 0.0000 0.0 Fail 19 0.0175 0.0000 0.0 Fail 20 0.0240 0.0000 0.0 Fail 21 0.0259 0.0000 0.0 Fail 22 0.0120 0.0000 0.0 Fail 23 0.0195 0.0000 0.0 Fail 24 0.0104 0.0000 0.0 Fail 25 0.0147 0.0000 0.0 Fail 26 0.0258 0.0013 5.0 Fail 27 0.0165 0.0000 0.0 Fail 28 0.0315 0.0028 9.0 Fail 29 0.0286 0.0000 0.0 Fail 30 0.0286 0.0000 0.0 Fail Octl 0.0143 0.0000 0.0 Fail 2 0.0280 0.0000 0.0 Fail 3 0.0281 0.0000 0.0 Fail 4 0.0290 0.0000 0.0 Fail 5 0.0309 0.0000 0.0 Fail 6 0.0346 0.0000 0.0 Fail 7 0.0532 0.0000 0.0 Fail 8 0.0315 0.0000 0.0 Fail 9 0.0403 0.0000 0.0 Fail 10 0.0267 0.0000 0.0 Fail 11 0.0478 0.0000 0.0 Fail 12 0.0381 0.0000 0.0 Fail 13 0.0314 0.0000 0.0 Fail 14 0.0286 0.0000 0.0 Fail 15 0.0719 0.0000 0.0 Fail 16 0.0629 0.0000 0.0 Fail 17 0.0254 0.0000 0.0 Fail 18 0.0941 0.0000 0.0 Fail 19 0.0732 0.0000 0.0 Fail 20 0.0545 0.0000 0.0 Fail 21 0.0649 0.0000 0.0 Fail 22 0.0429 0.0000 0.0 Fail 23 0.0975 0.0000 0.0 Fail 24 0.0703 0.0000 0.0 Fail 25 0.0792 0.0000 0.0 Fail 26 0.0778 0.0000 0.0 Fail 27 0.0767 0.0000 0.0 Fail 28 0.0455 0.0000 0.0 Fail 29 0.0587 0.0000 0.0 Fail 30 0.0734 0.0000 0.0 Fail 31 0.0833 0.0000 0.0 Fail Novl 0.0707 0.0010 1.4 Fail 2 0.1588 0.0063 4.0 Fail 3 0.0751 0.0000 0.0 Fail 4 0.0568 0.0000 0.0 Fail 5 0.1188 0.0013 1.1 Fail 6 0.0771 0.0000 0.0 Fail 7 0.1004 0.0000 0.0 Fail 8 0.0867 0.0010 1.2 Fail 9 0.1053 0.0000 0.0 Fail 10 0.1372 0.0000 0.0 Fail 11 0.1318 0.0000 0.0 Fail 12 0.0889 0.0000 0.0 Fail 13 0.0796 0.0000 0.0 Fail 14 0.1070 0.0004 0.4 Fail 15 0.0682 0.0000 0.0 Fail 16 0.0998 0.0000 0.0 Fail 17 0.1072 0.0000 0.0 Fail 18 0.1360 0.0000 0.0 Fail 19 0.1526 0.0008 0.5 Fail 20 0.1176 0.0027 2.3 Fail 21 0.1006 0.0000 0.0 Fail 22 0.1197 0.0005 0.4 Fail 23 0.1591 0.0000 0.0 Fail 24 0.1133 0.0000 0.0 Fail 25 0.1156 0.0000 0.0 Fail 26 0.0860 0.0000 0.0 Fail 27 0.0930 0.0033 3.6 Fail 28 0.0863 0.0000 0.0 Fail 29 0.0895 0.0000 0.0 Fail 30 0.1463 0.0001 0.1 Fail Decl 0.1189 0.0012 1.0 Fail 2 0.1796 0.0000 0.0 Fail 3 0.1475 0.0000 0.0 Fail 4 0.1060 0.0000 0.0 Fail 5 0.0737 0.0000 0.0 Fail 6 0.0614 0.0000 0.0 Fail 7 0.1098 0.0000 0.0 Fail 8 0.1702 0.0000 0.0 Fail 9 0.1121 0.0000 0.0 Pail 10 0.1172 0.0000 0.0 Fail 11 0.1069 0.0000 0.0 Fail 12 0.1231 0.0000 0.0 Fail 13 0.1718 0.0027 1.6 Fail 14 0.1332 0.0000 0.0 Fail 15 0.0946 0.0000 0.0 Fail 16 0.0978 0.0000 0.0 Fail 17 0.0682 0.0000 0.0 Fail 18 0.0885 0.0000 0.0 Fail 19 0.0843 0.0000 0.0 Fail 20 0.0658 0.0000 0.0 Fail 21 0.0593 0.0000 0.0 Fail 22 0.0580 0.0000 0.0 Fail 23 0.1204 0.0000 0.0 Fail 24 0.1447 0.0000 0.0 Fail 25 0.1123 0.0000 0.0 Fail 26 0.0568 0.0000 0.0 Fail 27 0.0757 0.0000 0.0 Fail 28 0.1196 0.0000 0.0 Fail 29 0.1037 0.0000 0.0 Fail 30 0.1279 0.0000 0.0 Fail 31 0.1385 0.0000 0.0 Fail LID Report LID Technique Used for Total Volumn Volumn Infiltration Cumulative Percent Water Quality Percent Comment Treatment? Needs Through Volumn Volumn Volumn Water Quality Treatment Facility (ac-ft) Infiltration Infiltrated Treated (ac-ft) (ac-ft) Credit Gravel Trench Bed 1 POC N 19.12 N 96.59 Total Volume Infiltrated 19.12 0.00 0.00 96.59 0.00 0% No Treat. Credit Compliance with LID Standard 8 Duration Analysis Result = Passed Pe rind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright ® by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. 1 ENCLOSURE 3 Conveyance Calculations .wWw 1 O i 2 it cl a "d3 �M TO C fa ! •••■s W pg .. cu 0 0 I—I 0 En J x 6 Z O Q m lg Q N m w N z z C4 111111•1111NMO p-4 TO V 0 o a '` "o Qimommoir CL LI Q I o 0 ad w a a d j N N g c 0 10 1:11 011111111111111011111110 to 01 N N In J J • ° TE r-z-- W , 7 , . , 62 ° + 1�! w m 1.0 I i D z LLI IJJ •• i irti a a 0 v- ENCLOSURE 4 Infiltration Testing 4) • Ross Jarvis From: Scott Sawyer Sent: Wednesday, May 07, 2014 2:24 PM To: Ross Jarvis Subject: FW: Infiltration test Scott Sawyer,PE Senior Project Manager p.360.352.1465 c.360.480.7743 SO Alliance/Shea Carr Jewell www.scialliance.com This communication may contain privileged or other confidential information.if you have received It in error,please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents.Thank you. From: Eric Kuzma [mailto:ekuzma@lco.jefferson.wa.us] Sent: Monday,January 27, 2014 10:06 AM To: Scott Sawyer Subject: Infiltration test Hi Scott, Did the infiltration test Friday,was quite the ordeal... I won't go into all the details, but it appears as though the existing drywell hadn't been cleaned for some time. There was maybe 20"+/-of freeboard,below that was fairly compacted sediment. As such,the drywell was completely dry,and there has been no history of water puddling in the area. We busted out over 30"of material with a digging bar and pressure washer and then vactored it out. I was concerned about how plugged the holes in the drywell might be in the lower portion so I only timed the infiltration for the upper potion. The drywell is 4'diameter, it is 52"tall,(the integral catch basin on top is 2'x2'x2'). I'm not sure whether you're looking for cubic inches or linear inches,per hour? I timed the top 1.15'1 taking 0:24 min to drain. 1.15' * 12-inches/ 1-foot Doing the math: �--► = 34.5 inches/hour 2.875"per hour(linear) ((1.15'x60)+24) 24 minutes * 1-hour/60 minutes 36ft3 per hour(volume) ((((2'x2'x3.14)x1.15'))+24)x60) I don't feel as though this was truly precise, but it should give us a(I believe conservative)number to work with. Will this work? Thanks, Eric Eric Kuzma,Engineer III Jefferson County Department of Public Works 623 Sheridan Street,Port Townsend,WA 98368 Ph:360.385.9167 Fax:360.385.9234 Email:ekuzma@cojefferson.wa.us Web:www.cojeflerson.wa..us/publicworks 1 ENCLOSURE 5 Preliminary Plans ROADWAY SECTION KEY NOTES: GENERAL CROSS SECTION NOTES: Oall Nx 0.1/f PG 10-21 1. 2151A6AU80 410 IA`M6 OE MS ARE COUNTY C01RACTI2 wPIXS EASEIEIIT EA i I O0m'WA 0.I/7 PC 70-22 2. SEE MEET NI-1 10R 325 5T 13347 NS {r I 55 05 O 00'CRUM SAWN BASE COURSE(9C) B NE55-105 MKS 0-18 E SS 1 65 9wVAlN BLAYL V2E RASLL lME WVALO IIMISCIPNG 1 BUS NAW2 SAM LYE I IEFI IIRX NINE LEFT 1001 IM OOlt ERI9I10 91T6x11IG&Y COURSE(0560) 0 4 1 05 A I OC1IEIIT CrEIE 9w1NbX PM MOT 5117 PVN - a5 y5 -'1 _l -yam- 5)34 .l.�1 _ 2R I 4 ■ w51N2 K EST `d�� l OWX�EO�ROEhW X ©�O �i�� _ pp 5 1 _ 6-10.16-00. S / ANgll 05 J� OP411�6 Minus PAYFMM A1R PLACE O.It O©O O *KO MSS.MY CONY O o 1Ni o WA CLASS Ijf P6 AF22 AS PMT w 11101 A]65151.90 M 366152.10 WPM COME &LINE TYPICAL ROADWAY SECTION AA A-UNE TYPICAL ROAM"SECTION SA OOm'CRUSHED 9X62022 BAY COURSE(CSBC) X75 XIS 0 15W2 m 04940 A 5606490 TO 12002RRS O051 301300 SWAM BASE WARY.(CSC) E COUNTY 10 SW NST21,11X111 IX R/M fASY011 MMES 0-55 I VOS 0-65 VARIES 4IU Y I 7-205 OEM NN Ulf l IE11 BAN LANE BMW UNE SCSB01/BUS MO UT O05 L _ VMR 1_' N.S2.-. YA101 -_.. _2_.., i EIYi1NT 1= Ill NMI I 0.5 WWI 0 0 0 4C ©0 MINE TYPICAL ROADWAY SECTION CC V X15 A%6151.16 TO A 56092.51 AC.i,101 A t'I 7 t al.- I p RM MOM CCOMY n vows 31-51.5 1f' -y' k24 2 1 IN 6C.4161111,667 VARIES 0-5 5 1 YAMS.65 n VARIES 410 v2E51-6 2 10 ... '� IEfT 8X0 LYIf i 16T 11251 LVE 1PA1E1 LAME WOOER/BUS PULLOUT 083301908 9Tf21E0-U9'PAM SUR i C 3255 k 5 4 --�.- �D CIO_ - -�WaW ' =- W.- m�� r SWOT n• ��u 2+2 A I� II 05 bt YAVN 0 o©© IP d ©o d 'I 10 MINE TYPICAL ROADWAY SECTION D-0 4 -+C -+D ' I A 56649E51 w A 3664=NTS 5 it 1 1ST SUBMITTAL 01/13/11 sC4 pp,. AS A.6,1 �aA }� 2 ma 25/314 s.I - e. C �y SR 19 7 r 1 YIAw.N �N1NI UNIDB IU11IMSE _ SCJ ALLIANCE " SAFE ROUTES TO SCHOOL-WEST VALLEY ROAD 5 _ _.......... ».. ....�.� O6AI5ENTm 6s.a �,�,` ,116 wxANNA CaNSULTINO{KWIC. ..a wA,XNN.XA.. a. MP 8.31 Y I.YM1 1 +. ..x 83221€2210„ �s ., ROADWAY CROSS SECTIONS — 4 N 18 EROSION LEGEND S.11&14,T.29 N.,R.1 W.,W.M. PEE SEEI R11-I FOR DOM 0 LEGEND) CLEARING MO 11111.1-o.-........ 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QORMLL PPE 1(PAp M ffE Y�Oi STD PLVI _____�_ I 1 o 2 p 2 ALL RAM 51011016 B WRVS FAQ OP GM(BACK Q IVECAST[UIWEm ORYIEIL) B-AZIFM ]b1FNPEET 1 ALL GM BAST LOG1pM SHALL HAVE MOT MRCS `\ SCHEME A S1g01 � �w��I 1 CUM Alp W'1FB PAM PER YlOOT 510 PLAN P-10.18-00. ® `PLOY COMM SEVER PPE(5D) `� /(j{ I I}/ t MINE , (SR 16) ., ILEQ1Yme0.5■ I W soar SID • 1jiiiiiiiii., iii... L ! II I it i ' sl 1 I IAA -A%6+5:00.31.58 LT 431.3 10317K 105+60- OW R • MY fLll11l ( • MC)GRADE B1Y 012116 •• • 5110.1617 N. ........... .. .... .....EViG%.IY.S............ ......... ...... ........... Ili-... A%611x01 II,3Y i�/nT1 -A%000508 Wm''Lr IpAEgU1L EIWY6 ..... ISSO RD EL432 ■0 15+20 0iME --4 - EI%■13' Elba tY ff • • • 103- ........... I.... ........... — _+.:.:. , 1::— _- `, -_ ......... ........ .......... _I1L5 EAST fMF QtIpB i1DQJ -- _-._ -_ _ • i Q PAWefllt(05)CAAQ • ___ .. • ..._.. _ __....... • • • • • • • • • • • • • • • • • • • • • • • Inf- .._. i ..... ._............ ......_.._. ...__ _.._.... ...._......._1213 • • • • • • ............. 20 Lf Q1Y 9155001 ...... .. .• • • • •yp Wlf Q12.9 e0506• • • i 1110- ........... ._"_ • __.. __ _.__ __. :..__.. • ......__... • i JJa 0 61 . In.9� ............. 4� ... ........... ....... .............. ... .......... ... ...... ......_1225 ; GG 2 4 •eR ;L .- Yqqyy� pp :qq Ip :qq e'AIEMiHT• peg �p: d_? [x?'. @?: dd d.M.d AP ;AO Al a:'5 - d q_I9 d e: R 6Y F iIaP �' ^ I 1 _ I 016 RI3 -� _iD _ mA 3W■365100 %MUO 3B]aO ' YNW %9.0 smlm.�m fee19�L a1n3n1 sIa 9.6+..1 ..III 1 A 3Yy }may �y, 9 a" ' EtIMfNARY 0.1/31/11 sw ..� - �° °* SCJ ALLIANCE ��, SAFE ROVES TO SCHOOL-WEST VALLEY ROAD -1 War LIHE�BOTI■MAE 1�: NP 0.51 iMIMI .aa1 r DESIGNATED % ]w Y.l9lw a N.aN.lal.m I\g�r� c'/ I. R1a 1+1,1•%' ROADWAY AND DRAINAGE PLAN AND PROFILE 7 N 16 r 1. STORM DRAINAGE LEGEND S.11&14,T.29 N.,R.1 W.,W.M. STORM DRAINAGE NOTES • CATCH SAWN LIP[f SEE MOT SID PUN I. Ay G101 DAMNS SNNL BAN RFCTIl101I4 VANED CRAIFS PFW D-5.20-% WSpOi SiD PU%8-10]0-%. IQ ORNELL IYPE I(PIID AS SSE W.SDOT SID 0.N! 2 All CA.BASS 61*1 0 A 0{]415 G¢OF OM(BACK CO MC.MOUE menu.) 8-20.20-02 1 S01W0 A51) 1. ALLGTCR BA.LP0150S Lill BAN 001111001011E SElgi NI(5D) CURB MD Ii111IX PINS PEP MOT 5A PINT 1-10 IC. `FLOW OC.. 0 FCC PROOF•CO 1 1 1 1 1 I 1 1 I I1 0 I FCC MU 1111.12 T 8 ‘, 20&00—_ y �~ . �'c:•�■A—_• BU(E (W VALLEY RD) 151.5 15]5 i L3. (MO GI00 F 1525. ........... ........._132.5 1 yg 1 FCC f3052.f3052.p00C yf i/ 1300—. ._.... ....._......... __...__._._150.0 g€ k,*-'>f ' 3 aW x# ;'q 0 I pA 1P 0AW __ 16100 H2121S 1 A C.81.7 3 ■ •..." w w w.. cm ma ISi 9RYI1AL %11]/10 SG • L OnIN t �'db fs•w•k�_: %o y9aglAA su`.�M ••w. a�iowil P1 SR 19 PP-2 �7 SCJ ALLIANCE � ■ SAEE ROUTES TD SCHOOL-WEST VALLEY ROAD IYwnw 1�.a..+A. u■E Imu1o>1TE, »m .. �wLwam. +.w l.i AP&li4 't ,o.).. ROADWAY AND DRAINAGE PUN AND PROFILE 8 or 16 , O� JEFFERSON COUNTY /r4 . • f '1� .� DEPARTMENT OF COMMUNITY DEVELOP ,' . :, �:� ,4 ---------M ENT 621 Sheridan Street • Port Townsend •Washington 98368 , 360/379-4450 • 360/379-4451 Fax Op 2 O16 1 (.0 IN� www.co.jefferson.wa.us/commdeve! , 0 /I u9 Master Permit Application MLA: Project Descri tion(incluide sep.rate sh ets as neces ry): SC -L71 1---( =C.9.3 .-^ 5 1 ✓ y Si-kt ' c z� oa On\n aaCori 1 `� -J7 Tax Parcel Number: lil'vi 1 . 0 1 Propert Size: .` In l � `�(,� (acres/square feet) ,l,,-1•Site Address and/or Directions to Property: ' u cZ c,1 (� 2 c! C icy \)--kc) V.(e -\ \141 V-44 .SaA....,..7.e.--v- Property Owner(s)of Record: *SDo l Telephone: Fax: email: Mailing Address: Applicant/Agent(if different from owner): ft+c, -o?...m2k. - %\C- P\4 Telephone: (NA)36S- q[!0"7 Fax: email: e Zm dp Cam- ' e .�y�°‘�z. Mailing Address: v,j\�� �uf�S \.3 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"0"or Unnamed Use Classification Commercial* ❑Special Use(Essential Public Facilities)** 0 Change of Use ❑Boundary Line Adjustment ❑ Address ❑Road Approach ❑Short Plat** ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑3ign - ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** '(Stor'mwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any otiher local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT -- I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE VI%a Date: 2.1 Ma 23 By signing this application fo •f,the wn:r/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any mater:I falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null an void. I further agree to save,in emnifyland hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in a y way=hccrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide ccesst-nd right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required I ter in=• ctions. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application th • f e wants prior notice. Signature: -41i .....m..„, -_ Date: 1i 2 7A■ ' The action or actions Applicant ill undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could =.d to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species A "or":9.6.-Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued ill not io ate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in co i•liance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferabl- pons'•;,, . ••hering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: i � Date: j 9 20‘4 i BUILDER STATEMENT I i The signer of tnis statement does hereoy certify that they are the Owners of the parse;referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: P "Y_: FAX: 'Im . ( ) ( ) • MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: i Frame Type: Bathrooms: i Shoreline: j Type of Sewage Disposal: New - Wood Existing: 1 I : Sewer Addition I Steel Proposed: ' Bank 12 Community System . Alteration/Remodel 2 Concrete Total: _ 1 I Height: 2 Individual System i 3 Repair -- Masonry 1 — SEP Permit# _ Demolition F Other: Bedrooms: Water Supply: Existing: 1 Setback: 0 Private well 0 Two Party Type of Heat: Proposed: D Public Total: I Name of System: • If this is a Commercial Project You must answer the following: • Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed • IBC Occupancy: . IBC Type of construction: Will you have Food*Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: i Heat Stove 1 Cook Stove i Woodstove i Fireplace Insert 1 Hot Water Tank i Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. • Square Footage Current Proposed For Office Use Only th mount Revision Main Floor Heated EH-Od'° view: . 2 Floor Heated Consistency Review: ,. — Other Heated Base fee: ( --.''''' 7 Pw- Fe2-- i Mezzanine Additional Section: • Heated Basement Plan Check fee: . — Unheated Basement —j z State Surcharge fee: — -• Other Unheated. - - - Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: i Other I I TOTAL: $ Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish I _ Initials: Map Output Page 1 of 1 ArcIMS HTML Viewer Map S .::::11 '77 , l i 1 f 1 ,93ssax34s i I 936600Ut`4 Legend 1 936604 ;.... 1 � , r,e 1 ; �� � L_._I Parc.Ia1• 11 I 936600003 ` DAM FP Stream ' 1�._... _., i r r.1 qtr dassilication 9366000021; - .1113019 1 h 90ttt30t5 r— ; ` •.FisirwPabifat 11 a r it y e r.r s A/ N.Noe.fsb Habitat 936600001 r •/ Np.Noi4 HaWlat.iPrsMrM f I .R.r e r+1.4 i ;�.' Ns-Na►-flab tfabih4$rrONf { 1 S.brrantpid lbarstrr 11 it i F Wetlands III 1 _ 1 t� Landslide Hazard -------1 1!) I 90111 e 1:' 1 +w: . l' .�.n., .. , area. . 13013 401113014 1 3 ",1 Moderato West Varey Rd , Might ,. t —1 1I ,1 �� FERIA FIRMS $1 9011 ,r: 1.1 , In A 901142016 11 ,1 3 1'=f Atli 901142026 1 t III Other L._ 811E_8t1Dr.iine li i, �, 901'4201 ' ;� Environmental 901142012 1 DsiQr atIons 'i 1 e ._4 fri:: Maps pram deal by-Jerson Carty Casty Cants S CaS ''4y�, i 0 Aquatic Nate 1. Nish basnaity NINatural NA Malty N Aquatic Shottfiu RBI FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Tue Aug 26 16:03:30 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Cl... 8/26/2014 Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY Auto Roll : OFF Parcel # 000901113018 Geo Cd 290111304210 S11 T29 R1W Nbhd Cd 4240 13 W 1 TAX ( 1.00 ACRE) EXEMPT PTN Loc ID * Taxpayer Cd CHIM 3000 CHIMACUM GRANGE #681 T/P Chg Dt * Title Owner T/P Chg Usr Tax Code 0211 Status SE STATE EXEM Land Use 6900 MISC SERVICE Affidavit Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer CHIM3000 CHIMACUM GRANGE #681 PO BOX 604 CHIMACUM WA 98325-0604 Search Key CMD 6: End Window CMD 7: End of Job M � Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY Auto Roll : OFF Parcel # 000901142016 Geo Cd 290114204210 S14 T29 R1W Nbhd Cd 4265 TAX NO 21 & 25 LESS R/W Loc ID * Taxpayer Cd CHIM 5000 CHIMACUM SCHOOL DIST #49 T/P Chg Dt 10/03/1997 * Title Owner T/P Chg Usr KELL Tax Code 0211 Status SD SCHOOLS Land Use 6800 EDUCATIONAL Affidavit Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer CHIM5000 CHIMACUM SCHOOL DIST #49 PO BOX 278 CHIMACUM WA 98325-0278 Search Key CMD 6: End Window CMD 7: End of Job Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY Auto Roll : OFF Parcel # 000901142026 Geo Cd 290114204210 S14 T29 R1W Nbhd Cd 4265 TAX NO. 37 Loc ID * Taxpayer Cd CHIM 5000 CHIMACUM SCHOOL DIST #49 T/P Chg Dt 10/03/1997 * Title Owner T/P Chg Usr KELL Tax Code 0211 Status SD SCHOOLS Land Use 6800 EDUCATIONAL Affidavit Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer CHIM5000 CHIMACUM SCHOOL DIST #49 PO BOX 278 CHIMACUM WA 98325-0278 Search Key . CMD 6: End Window CMD 7: End of Job Screen: 01 REAL PROPERTY MASTER Mode: INQUIRY Auto Roll : OFF Parcel # 000901142027 Geo Cd 290114204210 S14 T29 R1W Nbhd Cd 4265 TAX 15(N55' )TAX 38 Loc ID * Taxpayer Cd SAWY 4100 SAWYER, SARAH E T/P Chg Dt 9/04/2009 * Title Owner T/P Chg Usr JA Tax Code 0211 Status TX TAXABLE Land Use 1100 RES-SINGLE Affidavit 113320 Vol/Page / C/U Code COMPLETE ADDRESS WINDOW Taxpayer SAWY4100 SARAH E SAWYER 9522 RHODY DR CHIMACUM WA 98325-8800 Search Key CMD 6: End Window CMD 7: End of Job