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ZON2014-00019
UDC CONSISTENCY REVIEW Project Planner: Master#MLA14-00044 Review Type Project Description -r ry f PRJ14-00051 Paradise Bay Phase II SDP14-00013 Paradise Bay Phase II ZON14-00019 Paradise Bay Road Phase II County Road No#503608 Applicant: JEFFERSON COUNTY PUBLIC WORKS Site Address: 623 SHERIDAN STREET PORT TOWNSEND WA 98368 WA, OWN JEFFERSON COUNTY COURTHOUSE PO BOX 1220 PORT TOWNSEND WA 983680920 Project Location: This Project is located in the Port Ludlow area on Paradise Bay Rd. S16&17,T28N,R1E,W.M. This project begins at M.P. 0.37 approx. 320' southerly of Ludlow Creek and ends at M.P. 1.53 near Teal Lk.Rd. Intersection.The Road Project is approx. 1.17 miles long. Parcel Number: 000000230 S-T-R:-- Total Acreage Legal Description COUNTY ROADS Land Use: 4590 Flood District: Fire District: Planning Area: Flood Map(FIRM)Panel No: ��'-chool D Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ Vr Plot plan states "property line" [ y r Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ y}— Legal Access to Property tall, NO 4 Parcel Tags or Scanned Documents. NO Nof cy,,, &3tl) 4 fii}act: -yap, rig ,- 2y [ 1,-1- ESA's: Special Reports Nearby 14 4 2, 1, ;, L, % 11 '•_^ e [J,.A' Designated Ag YES '(N [t/j' Shoreline Designation:<=E~SS NO e-, �u [ L Shoreline Sloe Stability: 9 NO 41 ---0` Tri- ,_s-,, cj (i,yt) @ , 5` -Ycj Stream T NO i r r' FWHCA: NO Wetlands: ES NO Rare Plants:YES V) Seismic: N'a ,/14 yl ;)1 '9�'-)'j-te+e ®\__ .. i -'cr 5J e Landslide: a E' NO Flood: YES Erosion: dgi NO Aquifer Recharge Area SIPZ: none At Risk High Risk . Coasta CMZ: one High Risk Moderate RiskDis nnected CMZ Stormwater site plan s ittel o i, [N6 Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural Inholding [frt Mineral Lands: YES [c4 Agricultural Lands: YES [4 ]. Archaeology: YES Oro) y, r [,�}- No Shooting Zone: 0 NO / ,, [ Stormwater: New Impervious Surface-6,,'$D 5: Land Disturbing Activity 7 ��'' ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 n Req#1 thru# 1" Engineering ,j . r"J Notice Provisions/Disclosurejrport YES MRL YES r Forest Lands YES [ .r Landscaping Required: Yes Ve a 1 4 f't 1 ^5 a 4-Q le-/ ,3o ,(3a [ Parking Spaces Required-skia 2 Other -1'-- Building Height: 35' UBC Standard f---1 Impervious Surface coverage percentage: N,, Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage:60%in Rural Industrial Lands only 4_1— Total Building(s) Size: RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified t] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ..K Road Classification: Road Approach: EXISTING NOT REQ'D RAP A/4 [ c-]' SEPA Required: YES - — ;p' I' /.4 , ?. .. ,m a a. [ •J Flood Certificate: itho [✓] Existing Case(s)&Condition(s): Violations: Yes f-4. Recorded Date of Subdivision: /V/-1) AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Id Ordinance [4 Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YE NO [ UGA No Protest Agreement YES NO, submitted: YES NO [IA Site Visit conducted YES '\ el Require Final Zoning Approval fa) NO 41-2.474 -0f- )i I [�J ADMIN: Setbacks entered in Permit Plan case YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Associated CASES status issued finaled description 000000230 XMP89-00008 P PROPOSAL:To replace a structurally deficient log bridge and it's approaches with a reinforced concrete structure in the same location.The site is the Owl Creek Bridge on Maple Creek Road approximately one mmile south of Forks and eight miles east of Highway 101,south of the Hoh River. A log bulkhead will be replaced with rip-rap at a 1:1 slope and the length of the span will be increased by five feet.PROPOSAL:To replace a wash out in the road with a machine place rip rap to protect a county maintained road and install fish habitat features.Bridge on Maple Creek Road approximately one mmile south of Forks and eight miles east of Highway 101,south of the Hoh River. A log bulkhead will be replaced with rip-rap at a 1:1 slope and the length of the span will be increased by five feet. XMP88-00059 A 10/20/1988 PROPOSAL:The project is to repair damage to the county road by replacing a wooden culvert with a metal culvert and placing rip-rap in a washout area. XMP88-00064 A 11/9/1988 PROPOSAL:The project is to place 10 yards of fill to cover an abandoned rusting culvert on the northern side of Suquamish Harbor of the Hood Canal. XMP89-00004 A 1/25/1989 PROPOSAL:The project is to improve the Point Whitney Road and a portion of the Bee Mill Road by widening,grading, draining,and surfacing. Horizontal and vertical realignment and right-of-way aquisition are also included in this project. BLD08-00400 F 9/26/2008 11/13/2008 NO MLA REQ'D NEW BUS SHELTER(BLDG A)ON EXISTING CONCRETE SLAB BLD08-00401 F 9/26/2008 11/13/2008 NO MLA REQ'D NEW BUS SHELTER(BLD B)ON EXISTING CONCRETE SLAB RAP08-00085 F 9/26/2008 11/12/2008 Right Of Way,Improvements only for two bus shelters being built on existing concrete slabs BLD93-00007 F 1/5/1993 removal of 500 gal gas tank COM00-00004 P Offsite stormwater impacts resulting from construction activity at Quilcrest View Tracts. COM03-00002 P Abandoned Metro bus with no license plates,on jacks in middle of Cul De Sac onstructing access to Lots 28&29 COM09-00068 P 1/23/2009 illegal dump PRJ09-00069 P illegal dump V1009-00028 FIN 4/10/2009 illegal dump COM09-00096 F 5/13/2009 COM09-00103 F 12/11/2008 COM09-00113 F 7/23/2009 COM09-00128 F 8/28/2009 Solid waste complaint PRJ09-00156 F COM09-00137 F 8/17/2009 COM09-00138 P SW,illegal habitation PRJ09-00150 P SW,illegal habitation V1009-00046 FIN 9/10/2009 SW,illegal habitation V1009-00052 FIN 12/8/2009 Illegal dump Swansonville Rd PRJ09-00158 F Illegal dump Swansonville Rd COM09-00141 F 8/28/2009 Illegal dump Swansonville Rd COM10-00068 F 11/5/2010 COM10-00170 FIN 12/29/2010 COM11-00026 F 8/6/2012 Illegal garbage dump Hilton Road COM11-00030 F 8/6/2012 Hilton Street COM11-00092 FIN 8/2/2011 COM12-00042 F 3/23/2012 SOLID WASTE COM12-00046 CLS 4/1/2013 SOLID WASTE COM12-00091 CLS 7/21/2012 SOLID WASTE COM12-00150 CLS 12/17/2012 SOLID WASTE-Illegal Dump Lindsay Hill Rd COM13-00014 CLS 1/23/2013 SOLID WASTE-ILLEGAL DUMP NEAR DRIVEWAY 140 E MIDDLEPOINT RD COM13-00022 CLS 2/19/2013 SOLID WASTE-POSSIBLE ILLEGAL DUMP DISCOVERY BAY RD COM13-00058 CLS 3/28/2013 SOLID WASTE-CORNER OF 3RD STREET AND MAPLE COM13-00059 CLS 3/25/2013 SOLID WASTE-DUMPED BELONGINGS COM13-00088 P COM13-00089 CLS 4/19/2013 SOLID WASTE-ILLEGAL DUMP COM13-00113 CLS 6/13/2013 SOLID WASTE-302 W KINKAID COM13-00192 CLS 10/10/2013 SOLID WASTE-ILLEGAL DUMP N JACOB MILLER RD COM13-00218 CLS 5/28/2014 SOLID WASTE-Illegal Dump off Old Eaglemount Rd COM14-00076 P PORT LUDLOW VILLAGE FLAG BANNERS HANGING FROM JEFFERSON COUNTY LIGHT POLES IN COUNTY ROW COM97-00021 L Manufactured home installation without valid permit. COM97-00055 P clearing property.filling wetlands,stream and pond.changing course of stream. COM99-00020 F 7/27/2001 TO ARCHIEVES 02/06/06 ORM has placed two signs,one near the Village Store and one on the corner of Oak Bay Road and Walker Road. ENV00-00006 F 9/22/2000 9/1/2000 Jefferson County Public Works is proposing to improve a portion of South Discovery Road by replacing a functionally obsolete wood/concrete bridge overcrossing of the abandoned Chicago,Milwaukee,St.Paul and Pacific Railroad grade,with an underpass culvert which will accommodate the proposed Larry Scott Memorial Park bicycle/pedestrian/equestrian trail. This project is located on the segment of South Discovery Rd. lying between Cape George Rd.and Nelson's Landing Rd. In conjunction with the underpass culvert installation,the roadway profile will be lowered to correct a substandard sight distance condition. The shoulders will be widened to accommodate a designated bicycle route,roadway lane widths will remain the same;the itersections at each end of the project will not be improved. ENV93-00001 F Culvert repair ENV95-00001 F The purpose of the project is to improve a portion of the Chimacum Road,CR1108. ENV95-00004 F To complete a road improvement project consisting of the reconstruction of West Egg and I Road,County Road No. 516209 from Mile Post 0.00 to Mile Post 0.44,west of West Valley Road. The roadway will be improved by reconstruction to a 20 foot surfaced width on a minimum 24 foot roadbed. Roadside drainage ditches and culverts will be added where necessary,and existing driveways will be rebuilt to incorporate new construction standards. More detailed information is on file in the Permit Center. ENV95-00007 F 3/14/1996 for the acquisition of land and proposed future development of a recreational trail for hikers,equestrians and non-motorized vehicles.The trail is proposed to begin at the Port Townsend Park and Ride located at the intersection of 12th and Landis Streets,adjacent to and northerly of the Safeway store,and terminate at Discovery Road,at its intersection with Milo Curry Road. The approximate length of the trail is seven(7)miles. 1ZA94-00004 A 2/10/1994 MLA04-00089 SDP04-00002 F 7/13/2004 Paradise Bay Road and Oak Bay Road improvement project: The project begins at the intersection of Paradise Bay Road with Oak Bay Road(Mile Post 0.00)runs along Paradise Bay Road on the existing alignment and ends approximately 300 feet past Ludlow Creek(Mile Post 0.37). Improvements will include construction of 8 foot wide paved shoulders on both sides of Paradise Bay Road for turns onto Oak Bay Road,two bus pull-outs one with bus shelter)for Jefferson Transit on Paradise Bay Road near the existing Port Ludlow Village commercial center entance,an existing private road approach and several existing driveway approaches will be re-constructed to conform to the modified roadway width,associated earthwork,utilities relocation by the respective companies,storm drainage structures construction,retaining wall construction,pedestrian trail intersection relocation,guardrail installation,asphalt paving,pavement marking,signing,minor landscaping,and other work The project will require approximately 1,740 cubic yards of roadway embankment(fill)and approximately 10,300 cubic yards of roadway excavation(cut). These quantities will be due to the excavation and embankment required for constructing the 1 foot increased lane width,the 8-foot wide shoulders,the right turn lane,and the bus stop pull-outs. The approximately 8,290 cubic yards of excess excavation will be disposed of off-site at an approved Jefferson County site or at a Contractor supplied site. The roadway structural section will require approximately 3,350 tons of Gravel Base; 1,730 tons of Crushed Surfacing Top Course; 1,040 tons of Asphalt Treated Base;and 1,020 tons of Asphalt Concrete Pavement. The materials will be obtained from contractor supplied sources. This notice includes the FInal Threshold Determination that a Mitigated Determination of Non-Significance(MDNS)has been issued. The optional MDNS process of WAC 197-11-355 is being used. Parties of record can appeal the Final Threshold Determination by 4 p.m. on June 9,2004. The specifications for appeals are outlined by Section 8.5.1(e)of the UDC,and require a$612 appeal fee. If an appeal of the Final Threshold Determination is received,it will be incorporated into the Hearing Examiners Open Record hearing for this project. MLA04-00352 SDP04-00021 F 7/21/2005 Oil City Road Emergency Bank Stabilization.Shoreline Exemption for the emergency reconstruction/protection of Oil City Road at M.P. 9.2 caused by high flows of the Hoh River on October 19&20,2003. MLA04-00420 SDP04-00026 F 7/27/2004 Shoreline Exemption for Minor Road Re-alignment. The impetus behind the request is to shift the road away from the bluff and realign 400-feet of roadwork. The roadway is located approximately 100-feet from the Ordinary High Water Mark (OHWM)of the shoreline. This project will not create additional impervious surface. This proposal is classified as a shoreline exemption pursuant to Section 3.402(6)of the Jefferson County Shoreline Master Program. In addition,it is exempt from the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800. MLA04-00446 SDP04-00030 F 7/21/2004 SHORELINE EXEMPTION FOR FISH ENHANCEMENT ON SOUTH POINT ROAD MLA04-00503 SDP04-00040 F 9/19/2005 OIL CITY ROAD FISH HABITAT ENHANCEMENT PROJECT,which entails the placement of six trees(36"dbh X 60'long)adjacent to a side channel of the Hoh River. The proposal also includes placement 10 to 12 inch diameter brace logs and 18 inch diameter filler logs. MLA04-00547 SDP04-00044 F 9/15/2005 OLD TARBOO ROAD BRIDGE FISH HABITAT ENHANCEMENT PROJECT-The proposal is to replace an existing culvert with a 16 foot by 37 foot pre-cast concrete bridge for Tarboo Road to cross Tarboo Creek(a Type 3 stream). The proposal is intended to improve fish passage and includes bio-engineering in the form of large woody debris and planting vegetation(willows,shrubs,&grass). MLA06-00296 SDP06-00016 F 6/20/2006 Donovan Creek Fish Passage Barrier Removal Habitat Enhancement Project. The proposal will replace one 60 inch concrete culvert that convey Donovan Creek under East Quilcene Road with a 62 foot bridge on East Quilcene Road. The bridge will result in a 58 foot channel. MLA06-00316 SDP06-00020 F 7/11/2006 SHORELINE EXEMPTION-The proposal is to realign South Discovery between M.P.3.77 to M.P.3.89. The proposal would shift the road approximately six feet away from the shoreline bluff for a length of approximately 275 feet. The total length of the realignment would be approximately 637 feet to allow a gentle transition from the re-constructed area. MLA07-00212 BLD07-00185 F 5/31/2007 10/23/2007 STORMWATER MANAGEMENT PERMIT-Prospect Avenue Right Turn Ln MLA08-00318 BLD08-00286 W PORT LUDLOW COMMUNITY BANNERS TO BE INSTALLED ON PARADISE BAY RD LAMPPOSTS PRJ08-00071 P PORT LUDLOW COMMUNITY BANNERS TO BE INSTALLED ON PARADISE BAY RD LAMPPOSTS ZON08-00067 A 7/11/2008 Sign permit(Zoning) MLA08-00412 PRJ08-00111 P INSTAL NEW BUS SHELTER(BLD A)ON EXISTING CONCRETE SLAB MLA08-00496 SDP08-00083 A 1/15/2009 The project includes shifting a portion of South Discovery Road approximately 30 feet northerly away from the eroding bluff, and replacement of an existing 18" culvert with a 36"culvert to extend approximately 10 feet on the outlet end at the intersection of Cape George and South Discovery Roads. MLA09-00353 BLD09-00358 F 2/11/2010 12/27/2011 STAND ALONE STORMWATER-Open private road right-of-way-275 feet of Kingfisher Place. MLA10-00264 SDP10-00097 F 7/7/2010 FISH ENHANCEMENT PROJECT-Project not approved as Steamlined Fish Enhancement per WDFW letter dated July 9, 2010. MLA10-00360 SDP10-00123 F 7/19/2011 Shoreline exemption and flood development permit with SEPA review to raise elevation of an existing road. Jefferson County Public Works is proposing to raise a 190-foot-long segment of Leland Valley Road West by 24 inches. This segment of the road,which crosses a wetland and stream,is inundated for a portion of the year rendering the road impassable. The proposal is to place gravel,crushed surfacing,top soil,and asphalt paving on the existing road prism. The slope of the fill will be 1:1 to minimize the fill width. The proposal also includes installation of five 24-inch diameter aluminized steel culverts across the existing road prism to ensure that the raised roadway does not impound water and increase inundation. Of the five proposed culverts,three will be 25 feet in length and two will be 30 feet in length. The proposal is subject to review under SEPA. MLA11-00007 RAP11-00034 F 10/24/2011 11/15/2011 Hiller Dr.-Tightline to roadside ditch MLA11-00022 BLD11-00023 C DISMAL CREEK CULVERT REPLACEMENT-UPPER HOH RD MP 9.19 MLA11-00171 BLD11-00207 A 10/14/2011 REPLACE CULVERT AT ALDER CREEK TRIBUTARY AT UPPER HOH RD MP 2.15. Jefferson County Public Works is currently proposing to replace the existing culvert beneath Upper Hoh Road at milepost(MP)2.15 in the western portion of Jefferson County(Appendix A).The existing 72-inch(6-foot) diameter corrugated metal pipe(CMP)conveys an unnamed tributary to Alder Creek under the roadway and has been identified by Washington Department of Fish and Wildlife as a partial fish-passage barrier.The existing culvert is 71 feet long. This culvert will be replaced with a new precast 25-foot span three-sided bottomless box culvert.T he Upper Hoh Road at this culvert location is classified as a Federal Functional Class 07, Rural Major Collector.It is n 20-foot wide asphalt concrete road with about 4-foot wide gravel shoulders for a total of 28 feet. The posted speed limit for this location is 35 MPH and has an ADT of 508 vehicles.The replacement culvert has been designed using the WDFW Manual titled Design of Road Culverts for Fish Passage(WDFW 2003)and using the Stream Simulation Design Option.The new culvert will provide improved access under all flow conditions to approximately 1.4 miles(7,400 linear feet)of potential habitat upstream of the culvert. This project requires a Type I Stormwater Management Permit with SEPA review and a Hydraulic Project Approval from the Department of Fish&Wildlife. MLA12-00197 PRJ12-00112 P CONDITIONAL ADMINISTRATIVE C(a)USE FOR FIBER OPTIC PROJECT SDP12-00046 A 12/10/2012 SHORELINE CONDITIONAL USE AND ZONING ADMINITRATIVE CONDITIONAL USE PERMITS FOR FIBER OPTIC INSTALLATION—The project includes 17 miles of underground and 25.5 miles of aerial fiber optic cable construction/installation together with wireless transmission equipment installation at 20 sites throughout northeast Jefferson County. A combination of underground installation,aerial cable,and wireless technology is planned for the Washington Rural Access Project(WRAP II)Route NW-2 project. The proposed segment is part of a larger route of fiber optic backbone which extends from Port Ludlow to Port Townsend to bring broadband capabilities to Jefferson County. The majority of fiber optic installation will be in Washington State Department of Transportation(WSDOT)rights-of-way(ROW), with the remaining portions located within City and County ROWs. This is a federally funded project financed by Broadband Technology Opportunities Program(BTOP)grant administered by the NTIA funded by American Recovery& Reinvestment Act(ARRA)of 2009. The project requires a Type III Shoreline Substantial Development Permit(SDP)for a Condition Use for utility installation in within the Conservancy Shoreline Designation,and a Administrative Conditional Use "C(a)"Permit for a minor utility within all land use zones, requiring public notice and a public hearing. Both permit applications shall be processed together under the Optional Consolidated Permit Process JCC 18.40.030(2). A SEPA determination of non-significance(DNS)was issued by the Northwest Open Access Network(Noanet)on May 1,2012. ZON12-00025 A 12/10/2012 CONDITIONAL ADMINISTRATIVE C(a)USE FOR FIBER OPTIC PROJECT MLA14-00044 ZON14-00019 P Paradise Bay Road Phase II County Road No#503608 SDP14-00013 P Paradise Bay Phase II PRJ14-00051 P Paradise Bay Phase II OTH11-00018 P General Permit for filming for a FedEx TV Commercial-Upper Hoh Rd or Oil City Rd PRE07-00006 F 2/20/2007 Improvement of intersection at SR19&Prospect Ave. PRE07-00066 F 1/15/2008 Proposal is to shift South Discovery Road northerly,away from the existing eroding bluff,addition of 4'wide shoulders, correction of limited site distance,removal and relocation of clear zone hazards,flattening of the ditch slope,installation of guard rail,associated earthwork,storm drainage structures, asphalt paving,pavement marking,signing,landscaping,and other work. PRE12-00006 F 4/24/2012 PREAPPLICATION TO INSTALL APPROX.9 MILES OF FIBER OPTIC INSTALLED ON EXISTING POLES& APPROX.7.7 MILES OF FIBER OPTIC INSTALLED UNDERGROUNG ON STATE&COUNTY PUBLIC RIGHT OF WAYS PRE98-00049 F 12/9/1998 Proposed improvements include lane widening,drainage, channelization,illumination,sight distance,clear zones,signing and pavement marking. SDP98-00012 A 11/29/1999 The intent of this proposal is to provide safety improvements along portions of Irondale Road including:drainage, illumination,sight distance,clear zones,signing and pavement marking.However,the originally proposed lane widths have been reduced from 12 feet to 11 feet. The proposed road shoulder width will remain at six feet. The proposed widening will require the construction of a retaining wall along the south side of Irondale Road at the crossing of Chimacum Creek for engineering safety purposes. RAP02-00010 F 1/22/2002 6/19/2002 Utility crossing-Masonic Hall Rd. RAP02-00011 A 1/22/2002 Utility Crossing-Hazel Point Rd RAP02-00014 F 1/24/2002 7/2/2002 Utility Installation-Oak Bay Rd RAP02-00017 F 1/29/2002 8/29/2002 Pioneer Dr-Utility Crossing RAP02-00019 F 1/31/2002 7/2/2002 Utility Installation RAP02-00021 F 2/4/2002 7/24/2002 Utility Installation-Upper Hoh Rd. RAP07-00081 F 5/29/2007 1/12/2009 Utility Installation-Moen Rd. RAP07-00083 F 5/30/2007 10/21/2008 Utility Crossing-Old Gardiner Rd RAP07-00084 F 5/30/2007 10/21/2008 Utility Crossing-Leland Valley Rd.West RAP07-00087 F 5/30/2007 7/3/2007 Utility installation-McCurdy Ln RAP07-00088 F 6/1/2007 12/10/2008 Utility Crossing-Madrona Vista P1 RAP07-00091 F 6/5/2007 12/20/2007 Stormwater Conveyance System-Foster Ln RAP07-00092 F 11/13/2007 3/6/2008 Utility Installation-Fort Gate Rd RAP07-00093 F 11/13/2007 3/6/2008 Utility Installation-Nolton Rd,East Beach Rd&Schwartz Rd RAP07-00098 F 6/13/2007 8/10/2007 Utility Crossing-Cedar Ave RAP07-00103 F 7/19/2007 7/19/2007 Utility Crossing-East Marrowstone RAP07-00104 F 6/19/2007 7/16/2007 Utility Crossing-Old Oak Bay Rd RAP07-00105 F 6/19/2007 9/12/2008 Utility Crossing-S.Victory Ave RAP07-00106 F 6/25/2007 10/21/2008 Utility Installation(Six new poles) RAP07-00107 F 6/26/2007 9/19/2008 Utility Installation-Montgomery Ct RAP07-00108 F 6/26/2007 3/19/2008 Utility Crossing-Four Corners Rd RAP07-00109 F 6/28/2007 12/7/2007 Utility Relocation-Prospect Ave RAP07-00114 F 6/29/2007 10/15/2007 Utility Crossing-Cressey Ln RAP07-00117 F 8/14/2007 7/23/2010 6"water main installation-Seattle Dr&Olmpia St crossing Thomdyke Rd twice RAP07-00157 F 9/7/2007 1/23/2009 Widen shoulders&construct drainage improvements from Paradise Bay Rd.to Crestview Dr RAP07-00159 F 9/19/2007 8/11/2008 Pullout for service/emergency work-Oak Bay Rd RAP07-00165 F 5/7/2008 12/4/2009 Road Reconstruction-E Quilcene Rd RAP08-00036 A 4/30/2008 Temporary Logging Approach-Clearwater Rd RAP08-00060 F 7/21/2008 10/7/2008 Drainage District Improvements-Montgomery Ln RAP08-00062 F 6/27/2008 1/8/2009 Utility crossing-41 S Andrew Ave RAP08-00065 A 7/3/2008 Utiltiy Boring-Various roads North Port Ludlow RAP09-00002 F 1/14/2009 11/9/2009 General Permit-Soil Test Borings RAP09-00053 F 1/13/2010 12/8/2010 Open ROW-end of Kingfisher(platted Monroe in Irondale Acres Tracts aka Oak Hills) RAP09-00070 A 11/12/2009 General Permit-Tree Trimming/Paradise Bay Rd RAP10-00052 F 7/27/2010 11/28/2011 Pole Creek Fish Passage Project-Upper Hoh Rd RAP11-00018 F 3/29/2011 4/12/2011 Temporary RAP-Rainier Ln RAP11-00026 A 7/15/2011 Open ROW- 160'of Hilton Ave&McClellan Ave for 250' RAP11-00042 F 11/18/2011 11/18/2011 Filming for FedEx TV Commercial-Upper Hoh Rd RAP11-00049 A 12/8/2011 Remove contaminated soil at Cassel Creek Bridge-Oil City Rd RAP12-00004 C 3/1/2012 Install storm drain into existing system-Windrose Dr RAP12-00011 F 8/20/2012 3/27/2013 SR20,Railroad Bridge/Seismic Retrofit-Larry Scott Trail RAP12-00012 F 5/25/2012 6/28/2012 Utility Pull-Out-Robbins Rd RAP12-00019 F 7/24/2012 8/22/2012 2 utility pull out areas-Osprey Ridge Dr RAP12-00024 F 10/16/2012 2/7/2013 10 Geotechnical borings-coyle Rd RAP12-00025 F 11/2/2012 3/26/2013 2 bus stop signs-Oak Bay Rd RAP12-00026 F 1/16/2013 9/13/2013 RAP&Open ROW-platted right of way off S.Point Rd RAP13-00012 F 5/23/2013 10/4/2013 To trim and top tress within public easement area between Windrose Dr&Ludlow Bay Rd RAP13-00015 A 10/21/2013 Tree Trimming-Paradise Bay Rd RAP13-00016 A 7/17/2013 Donkey Creek Fish Passage Project-Clearwater Rd RAP14-00007 A 2/27/2014 Larry Scott Trail-Trail Signage RAP14-00015 F 7/15/2014 8/7/2014 Film Toyota commerical-Undie Rd,Upper Hoh Rd& Quinault-South Shore Rd RAPXX-00001 F 2/8/2012 5/9/2014 this is a dummy case SDP04-00037 P SDP04-00043 P SDP92-00017 A 12/14/1998 Re-build of transmission and distribution electrical lines. UTL2007-00003 F 7/18/2007 8/8/2007 Utility Crossing-E. Cascade Ave UTL07-00003 F 7/18/2007 8/8/2007 Utility Crossing-E.Cascade Ave UTL07-00004 C 7/19/2007 8/2/2007 Utility Crossing-Four Corners Rd UTL2007-00004 C 7/19/2007 8/2/2007 Utility Crossing-Four Corners Rd UTL2007-00005 A 7/30/2007 Utility Crossing-N Andrew UTL07-00005 F 7/30/2007 10/18/2007 Utility Crossing-N Andrew UTL07-00006 F 7/30/2007 4/20/2009 Utility cut-N.Jacob Miller Rd UTL2007-00006 A 7/30/2007 Utility cut-N.Jacob Miller Rd UTL2007-00007 F 7/30/2007 8/22/2007 Utility Crossing-Swansonville Rd UTL07-00007 F 7/30/2007 8/22/2007 Utility Crossing-Swansonville Rd UTL07-00008 F 7/30/2007 1/20/2009 Utility Crossing-Tala Shore Dr UTL2007-00008 A 7/30/2007 Utility Crossing-Tala Shore Dr UTL2007-00009 A 7/30/2007 Utility Crossing-S Discovery Rd UTL07-00009 F 7/30/2007 1/10/2008 Utility Crossing-S Discovery Rd UTL07-00010 F 8/2/2007 8/1/2008 Utility Installation-Beckett Point Rd UTL2007-00010 A 8/2/2007 Utility Installation-Beckett Point Rd UTL2007-00011 P Sub Station-Chimacum/Center Rd UTL07-00011 F 9/28/2007 7/25/2008 Sub Station-Chimacum/Center Rd UTL07-00012 F 8/3/2007 9/5/2007 Utility Crossing-Pioneer Dr UTL2007-00012 F 8/3/2007 9/5/2007 Utility Crossing-Pioneer Dr UTL2007-00013 A 8/3/2007 9/12/2007 Utility Crossing-harms Ln UTL07-00013 F 8/3/2007 9/12/2007 Utility Crossing-harms Ln UTL07-00014 F 8/8/2007 11/20/2007 Utility Installation-Center Rd UTL2007-00014 A 8/8/2007 Utility Installation-Center Rd UTL2007-00015 A 8/9/2007 Utility Installation-Mumby Rd UTL07-00015 F 8/9/2007 3/5/2008 Utility Installation-Mumby Rd UTL07-00016 F 8/9/2007 6/30/2008 Utility Crossing-E.Cascade UTL2007-00016 A 8/9/2007 Utility Crossing-E.Cascade UTL2007-00017 A 8/10/2007 Utility Installation-Peabody Way UT L07-00017 F 8/10/2007 9/2/2009 Utility Installation-Peabody Way UTL07-00018 F 8/10/2007 9/5/2007 Utility Installation-Craig Rd UTL2007-00018 F 8/10/2007 9/5/2007 Utility Installation-Craig Rd UTL2007-00019 A 8/16/2007 Utility Crossing-Coyle Rd UTL07-00019 F 8/16/2007 10/21/2008 Utility Crossing-Coyle Rd UTL07-00020 F 8/20/2007 11/20/2007 Utility Installation-Center Rd UTL07-00021 F 8/24/2007 1/20/2009 Utility installation-Paradise Bay Rd&Boat Dr UTL07-00023 F 9/11/2007 1/30/2009 Utility Installation-Snow Creek Rd UTL07-00024 A 9/12/2007 Utility Installation-Baldwin Ln UTL07-00025 F 9/13/2007 9/25/2007 Utility Crossing-Baldwin Ln UTL07-00027 F 9/24/2007 11/6/2007 Utility Crossing-Beckett Point Rd UTL07-00028 F 10/2/2007 6/30/2008 Utility Crossing-Theatre Rd UTL07-00029 F 10/2/2007 11/2/2007 utility Installation-Trader Ln UTL07-00030 F 10/4/2007 1/8/2009 Utility Crossing-Foster Ln UTL07-00031 F 10/4/2007 1/8/2009 Utility Crossing-Outlook Ln. UTL07-00032 F 10/8/2007 7/1/2008 Utility Installation-S.Victory Ave. UTL07-00033 F 10/8/2007 1/20/2009 Utility Crossing&Installation-Paradise Bay Rd UTL07-00036 F 10/18/2007 10/21/2008 Utility Crossing-W.Island View Ave UTL07-00037 F 10/19/2007 11/15/2007 Utility Crossing-W.Uncas Rd UTL07-00038 F 10/30/2007 1/25/2008 Utility Permit-Teal Lake Rd UTL07-00039 F 11/8/2007 10/21/2008 Utility Crossing-Sherman Rd UTL07-00040 F 11/8/2007 1/8/2009 Utilitiy Crossings-Adelma Beach Rd UTL07-00041 F 11/8/2007 11/12/2010 Utility Crossing-Casselary Rd UTL07-00042 F 11/8/2007 12/5/2007 Utility Crossing-N.Gary Ave UTL07-00043 F 12/5/2007 3/6/2008 Utility Installation-Blue Heron UTL07-00044 F 12/7/2007 1/20/2009 Utility Work-Shore Dr UTL07-00047 A 12/19/2007 Utility Permit-Marrowstone Island Phase V(E Marrowstone Rd,Meade Rd,E Beach Rd,Garden Club Rd,Strawberry Ln, Smith Rd) UTL07-00048 F 12/11/2007 1/8/2008 Utility Installation-East Marrowstone Rd UTL07-00049 F 12/11/2007 6/6/2008 Utility Installation-Center Rd UTL07-00050 F 12/18/2007 1/8/2009 Utility Crossing-Sayward Ln UTL07-00051 C 12/28/2007 2/8/2008 Repair Sinkhole-Seafarer Ln UTL07-00052 F 1/4/2008 8/11/2008 Utility Installation-Camp Discovery Rd UTL07-00053 A 1/8/2008 Water line installation-Griffith Point Rd UTL08-00004 C 11/6/2012 Utility Installation-Covington Dr UTL08-00005 F 1/25/2008 2/14/2008 Utility Crossing-Highland Dr. UTL08-00006 F 2/27/2008 1/22/2009 Utility Crossing-West Valley Rd UTL08-00007 F 2/27/2008 10/21/2008 S.White Fir Way UTL08-00008 F 2/27/2008 3/28/2008 Utility crossing-W.Fredericks St UT L08-00010 F 3/3/2008 3/14/2008 Utility Crossing-Highland Dr UTL08-00011 F 3/3/2008 3/26/2008 Utility Crossing-Phinney Ln UTL08-00013 F 3/12/2008 8/8/2008 Utility Permit-four Corners Rd UT L08-00014 F 3/6/2008 3/24/2008 Utility Crossing-Chimacum Creek Dr UT L08-00015 F 3/12/2008 5/1/2008 Utility Cut-W.Wildwood Ln.pressure reducing sta(waterline UT L08-00016 F 3/18/2008 4/15/2008 Utility Installation-S.Bay Way UT L08-00017 F 4/1/2008 6/27/2008 Utility Crossing-Montgomery Ln UTL08-00018 F 4/1/2008 9/19/2008 Utility Crossing-Montgomery Ct UTL08-00019 F 4/1/2008 11/21/2008 Utility Crossing-Cape George Rd UTL08-00020 F 4/3/2008 4/29/2008 Utility Crossing-Teal Lake Rd UTL08-00021 F 4/18/2008 2/20/2009 Utility Crossing-Linger Longer Rd UTL08-00022 F 4/15/2008 9/19/2008 Utility Crossing-Montgomery Ct UTL08-00023 F 4/15/2008 6/6/2008 Utility Permit-Center Rd. UTL08-00024 F 4/18/2008 1/8/2009 Utility Crossing-N.Willison UTL08-00025 F 4/21/2008 2/6/2009 Utility Crossing-Leland Valley Rd W UTL08-00026 F 4/21/2008 9/3/2008 Utility Crossing-Eaglemount Rd UTL08-00027 F 4/28/2008 1/8/2009 Utility Installation-Oak Bay Rd UTL08-00028 F 5/1/2008 5/30/2008 Utility Installation-Cape George Rd UTL08-00029 F 5/13/2008 7/1/2008 Utility crossing-Oak Bay Rd Permit revised to crossing instead of along road UTL08-00030 F 5/13/2008 1/22/2009 Utiltiy Crossing-Eaglemount Rd UTL08-00031 C 5/13/2008 12/17/2010 Utility Crossing-Lylus Ln UTL08-00032 F 5/19/2008 7/11/2008 Utility Installation-Walker Way UTL08-00033 F 5/19/2008 1/16/2009 Utility Installation-Oak Hills(portion of platted E Madison& 315'west from end of Kingfisher) UTL08-00034 F 5/19/2008 1/8/2009 Utility Crossing-Cascade Ave UTL08-00035 F 5/23/2008 8/20/2009 Utility Installation-Rest of water line on Marrowstone Island Robbins Rd,Beach Dr.,Baldwin Rd,East Marrowstone Rd, Moen Rd.Rener Rd&Jansen Rd UTL08-00036 F 5/23/2008 6/17/2008 Utility Installation-S.Discovery Rd UTL08-00037 F 6/6/2008 7/1/2008 Utility Crossing-Oak Bay Rd UTL08-00038 F 6/9/2008 11/21/2008 Utility Crossing-Bayview Ln UTL08-00039 F 6/18/2008 9/11/2008 Utility repair-Libby Ct UTL08-00040 F 6/20/2008 1/22/2009 Utility Installation&Crossing-Eaglemount Rd&Grouse Ln UTL08-00041 C 6/20/2008 6/27/2008 Utility Installation-Paradise Bay Rd UTL08-00042 C 6/27/2008 6/27/2008 Utility crossing-Chimacum Creek Dr UTL08-00043 C 6/30/2008 7/1/2010 Utility Crossing-Holland Dr UTL08-00044 F 7/9/2008 10/9/2008 Utility Boring-North Port Ludlow Area UTL08-00045 F 7/3/2008 10/9/2008 Utility Boring-North Port Ludlow Area UTL08-00046 C 7/10/2008 8/20/2009 Utility Dummy UTL08-00047 F 7/11/2008 1/22/2009 Utility Installation-Tarboo Lake Rd UTL08-00048 C 7/11/2008 12/4/2009 Utility Crossing-Gustayson Rd UTL08-00049 F 7/11/2008 12/5/2008 Utility Installation-W.Go-Onna Dr UTL08-00050 F 7/14/2008 1/8/2009 UItility Crossing-Noble Ln UTL08-00051 F 7/14/2008 8/8/2008 Utility Installation-5th Ave PH UTL08-00052 F 7/21/2008 7/20/2009 Loop West Valley Rd w/underground electric&set poles on Egg&I UTL08-00053 A 7/31/2008 Utility Crossing-Rainier Ln UTL08-00054 F 8/14/2008 11/19/2009 Utility Pole replacement-Prospect Ave&Kala Pt Dr UTL08-00055 F 8/13/2008 1/20/2009 Utility Pole Replacement-Oak Bay Rd UTL08-00056 F 8/28/2008 9/19/2008 Utility Installation-Middlepoint Rd UTL08-00057 F 8/28/2008 11/7/2008 Utility Installation-Middlepoint Rd UTL08-00058 F 9/3/2008 1/8/2009 Utility Crossing-Fir Circle UTL08-00059 F 9/3/2008 9/24/2008 Utility Installation-Walker Way UTL08-00060 C 4/16/2009 1/26/2010 Utility Crossing-Rainier Ln UTL08-00061 F 9/5/2008 6/3/2009 Utility Crossing-Donald Rd UTL08-00062 C 4/17/2009 1/26/2010 Utility Installation-McCurdy Ln UTL08-00063 F 9/11/2008 1/20/2009 Replace utility poles-Oak Bay Rd UTL08-00064 F 9/11/2008 1/20/2009 Utility Pole Replacement-Oak Bay Rd UTL08-00065 F 9/15/2008 10/8/2008 Utility Installation-Dickey St UTL08-00066 A 9/15/2008 Utility Crossing-Hilda St UTL08-00067 F 9/15/2008 5/7/2009 Utility installation&RAP-Leland Valley Rd W UTL08-00068 F 9/19/2008 2/9/2009 Utility Installation&RAP-Dabob Rd. UTL08-00069 F 1/28/2009 7/6/2009 Utility Installation-Seton Rd UTL08-00070 F 9/25/2008 1/20/2009 New/replace Utility Poles-Oak Bay Rd UTL08-00071 F 9/25/2008 6/4/2010 Utility pullouts-Coyle Rd UTL08-00072 C 9/26/2008 6/17/2009 Utility Crossing-Flamingo Rd UTL08-00073 F 9/30/2008 1/20/2009 Utility Pole Installation/Replacement-Oak Bay Rd. UTL08-00074 C 12/10/2008 9/30/2010 Install Underground lines,new poles&vaults-Paradise Bay Rd,Andy Cooper Rd&Teal Lake Rd UTL08-00075 F 10/8/2008 10/31/2008 utility installation-S.Discovery Rd UTL08-00076 F 10/8/2008 1/8/2009 Utility Crossing&Installation-Montgomery Ln UTL08-00079 F 10/17/2008 12/5/2008 Utility Crossing-Eaglemount Rd UTL08-00080 C 4/16/2009 3/9/2010 Utility Installation-Pioneer Dr UTL08-00081 F 10/31/2008 11/10/2008 Utility crossing-S.Andrew Ave. UTL08-00082 F 10/31/2008 12/12/2009 Utility Crossing-Lylus Ln UTL08-00083 F 10/31/2008 11/20/2008 Utility Crossing-Goliah Ln UTL08-00084 F 10/31/2008 3/24/2009 Utility Crossing(water)-Rainier Ln. UTL08-00085 F 11/5/2008 12/5/2008 Utility Installation-834 Hazel Point Rd UTL08-00086 F 11/10/2008 3/24/2009 Utility Installation-Forest Dr UTL08-00087 F 12/15/2008 6/8/2010 Emergency Repair-Four Corners Rd UTL08-00088 F 12/29/2008 2/17/2009 Utility Crossing-Griffith Point Rd UTL09-00001 F 1/5/2009 3/24/2009 Utility Repair in road-Libby Ct UTL09-00002 F 8/25/2009 6/4/2010 Utility Crossing-Cook Ave Ext UTL09-00003 F 2/19/2009 3/26/2009 Utility Installation-E.Fir St. UTL09-00004 F 3/5/2009 6/4/2010 Utility Installation-S.Discovery Rd UTL09-00005 F 3/5/2009 6/4/2010 Utility Installation-Lower Adelma Beach Rd UTL09-00006 F 2/20/2009 11/19/2009 Utility Installation-S Gary Ave UTL09-00007 F 3/13/2009 7/6/2009 Utility Crossing-Robbins Rd UTL09-00008 F 3/6/2009 5/5/2009 Utility Installation-Center Rd UTL09-00009 F 3/13/2009 6/8/2010 Utility Crossing(emergency)-Four Corners Rd UTL09-00010 F 4/1/2009 11/16/2009 Utility Crossing-East Middlepoint Rd UTL09-00011 F 4/7/2009 5/26/2009 Utility Installation-E.Horton St UTL09-00012 F 4/7/2009 8/2/2010 Utility installation-N.Bay Way UTL09-00013 F 4/9/2009 8/2/2010 Utility Crossing-D St UTL09-00014 F 4/9/2009 6/5/2009 Utility Pole&tree trimming-East Marrowstone Rd UT L09-00015 F 4/17/2009 12/7/2009 Utility Crossing-Goliah Ln UTL09-00016 F 4/17/2009 12/1/2011 9 UTILITY POLE REPLCMT-GLEN COVE,CARROLL AVE,6TH,8TH UTL09-00017 F 4/17/2009 5/5/2009 UTILITY INSTALLATION-BEAUSITE LAKE RD&WEST VALLLEY RD UTL09-00018 F 4/11/2013 10/23/2013 Septic Lines along ROW&crossing ROW-Verner Ave UTL09-00019 F 4/28/2009 12/4/2009 Utility Installation-Dutch Ln UTL09-00020 F 4/28/2009 6/5/2009 Utility Installation and Crossing-Coyle Rd UTL09-00021 F 6/26/2009 7/1/2010 Utility Installation-Dabob Rd UTL09-00022 F 4/28/2009 12/4/2009 Utility Crossing-Old Eaglemount Rd UTL09-00023 F 5/5/2009 8/2/2010 Utility Crossing/Installation-Sherman Rd UTL09-00024 F 5/7/2009 6/4/2010 Utility Crossing-King Dr UTL09-00025 F 6/3/2009 4/5/2011 Utility(moving poles)-East Quilcene Rd UTL09-00026 F 6/5/2009 12/4/2009 Utility Crossing-Otto St UTL09-00027 F 8/3/2009 11/10/2009 Utility Installation-Shine Rd UTL09-00028 F 6/12/2009 7/6/2009 Utility Installation-Four Corners Rd UTL09-00029 F 6/16/2009 12/7/2009 Utility Crossing-Mockingbird Ln UTL09-00030 F 6/16/2009 3/9/2010 Utility Crossing-Flamingo Rd UTL09-00031 F 6/17/2009 7/10/2009 Utiliy Crossing-Florence St UTL09-00032 F 6/17/2009 7/9/2009 Utility Crossing-E.Moore St UTL09-00033 F 6/24/2009 7/6/2009 Utility Installation-REPAIR WATER SERVICE LINE ACROSS CONDON LANE UTL09-00034 F 7/8/2009 6/4/2010 Utility Installation-Center Rd UTL09-00035 F 7/8/2009 10/22/2009 Utility Crossing-Oak Bay Rd UTL09-00036 F 7/15/2009 10/29/2009 Utility Installation-Cape George Rd UTL09-00038 F 7/16/2009 12/1/2009 Utility Crossing-Margaret Way UTL09-00039 F 7/24/2009 12/4/2009 Utility Crossing-Otto St UTL09-00041 F 8/25/2009 8/27/2009 Water Meter Service UTL09-00042 F 8/12/2009 10/12/2009 TELEPHONE SERVICE-765 PROSPECT UTL09-00043 F 8/17/2009 10/23/2009 Utility Crossing-Middlepoint Rd UTL09-00044 F 8/19/2009 9/24/2009 Utility Installation-Ludlow Bay Rd UTL09-00045 F 8/24/2009 12/1/2009 Utility Crossing-9th Ave south of W Kincaid UTL09-00046 A 8/25/2009 Water Line Crossing-Olele Place UTL09-00047 A 8/25/2009 DUMMY UTL09-00048 F 8/27/2009 12/7/2009 Utility Crossing-Montgomery Ln UTL09-00049 F 9/2/2009 9/24/2009 Utility Crossing-Pathfinder Ln UTL09-00050 F 9/2/2009 1/6/2010 Utility Installation-Mill Rd UTL09-00051 C 9/11/2009 3/23/2010 Utility Installation UTL09-00052 F 9/16/2009 9/24/2009 Utility Crossing-S.Discovery Rd UTL09-00053 F 9/16/2009 12/10/2009 Utility Installation-Eaglemount Rd UTL09-00054 F 9/21/2009 11/13/2009 Utility Crossing-Cape George Rd UTL09-00055 A 9/25/2009 Utility Installation-County Landfill Rd UTL09-00056 F 10/2/2009 10/29/2009 Utility installation-Cape George Rd UTL09-00057 F 10/15/2009 11/9/2009 Utility Installation-Shine Rd UTL09-00058 F 10/21/2009 12/14/2009 Utility Crossing-Eaglemount Rd UTL09-00059 F 10/23/2009 12/1/2009 utility crossing-W Melissa St UTL09-00060 F 10/29/2009 12/7/2009 Utility Installation-Oak Bay Rd UTL09-00061 F 11/5/2009 12/7/2009 Utility Crossing-Wheeler Ln UTL09-00062 F 11/24/2009 5/6/2010 Utility Installation-Middlepoint Rd UTL09-00063 C 12/11/2009 Utility Crossing-Olympus Blvd UTL09-00064 F 12/17/2009 7/23/2010 Utility Installation-Thorndyke Rd,Eaglev View Ln&Robin Ln UTL09-00065 F 12/28/2009 2/19/2010 Utility Installation-Oak Bay Rd UTL10-00001 C 1/20/2010 1/26/2010 Utility Installation-S Jacob Miller Rd UTL10-00002 F 1/21/2010 2/11/2010 Utility Crossing-Matheson St UTL10-00003 F 1/25/2010 2/11/2010 Utility Crossing-Garden Club Rd UTL10-00004 F 1/26/2010 5/19/2010 Utility Installation-Hastings Ave W UTL10-00005 F 1/26/2010 5/19/2010 Pullout&Pole-Cape George Rd UTL10-00006 C 1/26/2010 5/19/2010 Turnout-S Discover Rd UTL10-00007 F 2/12/2010 3/4/2010 Utility Crossing-Middlepoint Rd UTL10-00008 F 2/19/2010 5/10/2010 Utility Crossing-Highland Dr UTL10-00009 F 2/26/2010 5/27/2010 Emergency Work-Warbler Ln UTL10-00010 F 3/11/2010 4/5/2011 Utility Installation-East Quilcene Rd UTL10-00011 F 3/11/2010 6/4/2010 Utility Crossing-Coyle Rd UTL10-00012 F 3/25/2010 6/4/2010 Utility Crossing-N Carnegie Ave UTL10-00013 F 3/29/2010 4/8/2010 Utility Road Cut-N Jacob Miller Rd UTL10-00014 F 3/30/2010 4/2/2010 Utility Crossing-Beckett Point Rd UTL10-00015 F 3/30/2010 5/14/2010 Utility Installation-Eaglemount Rd UTL10-00016 F 4/2/2010 12/17/2010 Utility Crossing/installation-N.Andrew Ave UTL10-00017 F 4/2/2010 3/22/2013 Utility Crossing-Machias Loop UTL10-00018 F 4/2/2010 8/11/2010 Utility Crossing-S Jacob Miller Rd UTL10-00019 F 4/2/2010 12/17/2010 Utility Crossing-N.Carnegie UTL10-00021 F 4/12/2010 6/4/2010 Utility Crossing-E Horton UTL10-00022 C 4/12/2010 3/22/2013 Utility Crossing-Wheeler UTL10-00023 F 4/21/2010 5/21/2010 Utility Crossing-S Jacob Miller Rd17 UTL10-00024 F 5/17/2010 5/27/2010 Utility Crossing-Olele Point Rd UTL10-00025 F 5/27/2010 3/22/2013 Utility Crossing/Installation-W Hemlock&Hill St UTL10-00027 F 6/2/2010 4/5/2011 Utility Installation-King Dr UTL10-00028 F 6/14/2010 7/1/2010 Utility Installation-E Middlepoint Rd UTL10-00029 F 6/22/2010 7/23/2010 UTILITY INSTALL/WASHINGTON LN. UTL10-00030 F 9/8/2010 12/15/2010 Utility Crossing./Prospect Rd. UTL10-00031 F 6/23/2010 9/3/2010 Install Water service./Old Gardnier Rd UTL10-00032 F 6/24/2010 9/16/2011 Utility Installation-Milo Curry Rd UTL10-00033 F 6/24/2010 8/16/2011 Utility Crossing-Hadlock Bay Rd UTL10-00034 F 6/29/2010 4/5/2011 Utility Crossing-Drew Ln UTL10-00035 F 7/2/2010 5/17/2012 Install Cable Line.Blue Jay Lane 0.24rt to 0.265 rt UTL10-00036 F 7/2/2010 5/17/2012 Install Cable.2 Road Push and Plow.Thorndyke,Eagle View and Robin Lane UTL10-00037 F 7/2/2010 9/3/2010 Install Water Srvc 1164 Chimacum Rd UTL10-00038 F 7/2/2010 8/13/2010 Remove Cable and relocate Ped UTL10-00039 F 7/2/2010 11/14/2012 Utility Installation-Paradise Bay Rd UTL10-00040 F 7/9/2010 9/3/2010 Install 2"Conduit under Holland Dr UTL10-00041 F 7/9/2010 8/13/2010 Utility Install—400'cable from pole to ped UTL10-00042 F 7/15/2010 8/6/2010 Plow in Cable approx 150' UTL10-00043 F 7/15/2010 8/6/2010 utility crossing UTL10-00044 F 7/22/2010 4/5/2011 Utility Crossing-Foster Ln UTL10-00045 F 7/22/2010 4/7/2011 Utility Crossing-Madrona Vista UTL10-00046 F 7/28/2010 11/15/2010 Utility Crossing UTL10-00047 F 8/3/2010 8/31/2010 Utility Crossing-Cook Ave Ext UTL10-00048 F 8/12/2010 8/30/2010 Utility Crossing-Gustaysen Rd UTL10-00049 F 8/18/2010 4/5/2011 Utility Crossing-Coyle Rd UTL10-00050 F 8/17/2010 12/1/2010 UTILITY CROSSING SHADOWBROOKE LN UTL10-00051 F 8/17/2010 10/6/2010 Water srvc Repair Push under the Road UTL10-00052 A 10/11/2010 Utility Installation-Seamount Dr UTL10-00053 F 10/14/2010 12/1/2010 Utility crossing-Ludlow Bay Rd UTL10-00054 F 11/1/2010 1/3/2011 Utility Crossing-Peterson Rd UTL10-00055 F 11/3/2010 12/1/2010 Utility Crossing-Fir Circle UTL10-00056 F 11/12/2010 4/21/2011 Utility Installation-Robin Ln UTL10-00057 F 12/3/2010 8/16/2011 Utility Crossing-Center Rd @ Ole Torkelson UTL10-00058 F 12/3/2010 4/5/2011 Utility Crossing-Paradise Bay Rd UTL10-00059 F 12/13/2010 4/5/2011 Utility Crossing-S Discovery Rd UTL10-00060 F 12/29/2010 6/27/2011 Utility Installation-Old Lindsay Hill Rd UTL11-00001 F 1/11/2011 3/9/2011 Utility Crossing-Highland Dr down Cameron Dr UTL11-00002 F 1/11/2011 9/20/2011 Utility Installation-Thomas St&Workman St UTL11-00003 F 1/20/2011 3/9/2011 Utility Installation-Thorndyke Rd UTL11-00004 C 1/20/2011 4/5/2011 Utility Crossing-Lillian St UTL11-00005 F 1/27/2011 10/11/2011 Utility push-Oak Bay Rd UTL11-00006 F 1/28/2011 4/5/2011 Utility Crossing-Cape George Rd UTL11-00007 F 2/1/2011 6/27/2011 Utility Crossing-Old Lindsay Hill Rd UTL11-00008 C 3/23/2011 4/5/2011 STATE SEPTIC SYSTEM INSTALLATION-DOSEWALLIPS STATE PARK UTL11-00009 F 2/14/2011 4/7/2011 Utility Installation-Madrona Vista P1 UTL11-00010 F 3/2/2011 4/5/2011 Utility Crossing-Center Rd UTL11-00011 C 6/23/2011 Road Push-Myrtle St UTL11-00012 C 3/21/2011 6/23/2011 Utility Crossing-Myrtle St UTL11-00013 F 3/23/2011 9/22/2011 Dosewallips State Park Sewer System-Easy St,Corey Ln, Schoolhouse Rd,Dosewallips Rd UTL11-00014 A 4/7/2011 Utility Installation-Teal Lake Rd UTL11-00015 F 5/4/2011 10/25/2011 Utility Crossing-Renier Rd UTL11-00016 F 5/11/2011 8/16/2011 Utility Crossing-Cook Ave Ext UTL11-00017 F 5/11/2011 8/11/2011 Utility Installation-Center Rd UTL11-00018 F 5/11/2011 6/30/2011 Utility Crossing-Old Oak Bay Rd UTL11-00019 F 5/20/2011 10/25/2011 Utility Crossing-Strawberry Ln UTL11-00020 F 5/27/2011 9/6/2011 2" Crossing for PSE Power-3993 Paradise Bay Rd UTL11-00021 F 6/1/2011 7/11/2011 Push for placing cable to residence. UTL11-00022 A 6/13/2011 Install approx 355'of cable in 2"conduit UTL11-00023 F 7/7/2011 10/12/2011 Utility Installation-Upper Hoh Rd UTL11-00024 F 6/30/2011 9/20/2011 Utility Installation-Megs Way UTL11-00025 F 7/11/2011 8/11/2011 Utilityi Crossing-Oak Bay Rd UTL11-00026 F 8/22/2011 5/9/2013 3 2" septic lines in ROW of Mats Mats Beach Rd,S Bayview Dr and crossing Bayshore Dr under Franchise for Mats Mats Beach Homeowner's Association UTL11-00027 F 8/4/2011 8/12/2011 Utility Crossing-61 Randolph St UTL11-00028 F 7/27/2011 8/22/2011 Utility crossing-Cleveland St UTL11-00029 F 8/4/2011 11/18/2011 UTILITY INSTALLATION-COYLE RD UTL11-00030 F 12/16/2011 1/17/2012 Install Utility-Center Rd UTL11-00031 F 8/12/2011 3/5/2012 Install Utility Line-Bowen St UTL11-00032 F 8/25/2011 1/17/2012 Utility Crossing-N Pittsburg Ave UTL11-00033 F 9/2/2011 12/1/2011 Utility Crossing-Duckabush Rd UTL11-00034 F 9/22/2011 11/30/2011 Utility Crossings&Trenching-Leland Valley Rd W UTL11-00036 F 9/7/2011 9/20/2011 Utility Crossing-Jackson Ln UTL11-00037 F 10/24/2011 1/11/2013 Utility(water main)installation-Lower Hoh Rd UTL11-00038 F 9/28/2011 10/20/2011 Utility Crossing-7th Ave UTL11-00039 F 9/26/2011 12/7/2011 Utility Crossing-W Horton UTL11-00040 F 9/28/2011 10/17/2011 Utility Crossing-Navigator Ln UTL11-00041 F 9/28/2011 10/20/2011 Utility Crossing-Kennedy Rd UTL11-00042 F 10/11/2011 11/1/2011 Utility crossing-E Island View Ave UTL11-00043 F 4/4/2012 8/22/2012 Utility Installation&Crossings-Osprey Ridge Dr UTL11-00044 F 2/6/2012 4/18/2012 Utility Crossing-Otto St&trenching on Fredericks St&Otto St UTL11-00045 A 2/6/2012 Utility Installation-Uper Hoh Rd(Willoughby Creek) UTL11-00046 F 12/6/2011 12/29/2011 Utility Installation-Robin Ln UTL11-00047 A 12/9/2011 Utility Installation-Homeymoon Ln UTL11-00048 A 12/9/2011 Utility Crossing-Teal Lake Rd UTL11-00049 F 12/16/2011 1/17/2012 Utility Installation-Dabob Rd UTL11-00050 F 12/29/2011 5/14/2012 Utility Installation-Finch Ln&Sparrow Ln UTL11-00051 A 12/30/2011 Utility Installation-Aldrich Rd UTL11-00052 F 1/3/2012 2/10/2014 Utility Pole Installation-Center Rd UTL11-00053 F 1/12/2012 2/10/2014 Utility Pole Replacement-East Quilcene Rd,Lindsay Hill Rd UTL12-00001 F 1/12/2012 1/17/2012 Utility Crossing-Center Rd UTL12-00002 F 1/25/2012 3/8/2012 Utility Crossing-Mumby Rd UTL12-00003 C 2/6/2012 Utility Installation-Cameron Dr UTL12-00004 F 1/25/2012 3/9/2012 Utility Installation-Cameron Dr UTL12-00005 A 2/2/2012 Utility Trenching&Crossing-Cape George Rd UTL12-00006 F 2/2/2012 3/23/2012 Utilityi Crossing-Olympic Blvd UTL12-00007 R 2/6/2012 3/9/2012 Utility Crossing-Schwartz Rd UTL12-00008 F 2/7/2012 6/26/2012 Utility Crossing-Center Rd UTL12-00009 F 2/13/2012 6/28/2012 Utility Crossing-Indian Island Ferry Rd UTL12-00010 F 12/6/2012 6/19/2013 Upgrade OH&underground power lines along Dabob Post Office Rd&Coyle Rd UTL12-00012 F 2/23/2012 11/16/2012 Utility Installation-Mumby Rd UTL12-00013 F 5/9/2012 10/16/2012 Pressure Reducing Station Installation-East Marrowstone Rd UTL12-00014 F 2/24/2012 4/17/2012 Utility Installation-Honeymoon Ln UTL12-00015 F 4/2/2012 5/17/2012 Utility Pole Installation-Pt Whitney Rd UTL12-00016 F 3/5/2012 6/28/2012 Utility Installation-Oak By Rd&Osprey Ridge Dr UTL12-00018 F 3/16/2012 3/23/2012 Utility Installation-Eagle View Ln UTL12-00017 F 3/19/2012 4/17/2012 Utility Crossing-Pelican P1 UTL12-00019 F 4/2/2012 6/1/2012 Utility Pole Installation-Cape George Rd UTL12-00020 A 10/15/2012 Broadfiber optic-Chimacum Rd,County Landfill Rd,S Discovery Rd,Elkins Rd,Glen Cove Rd,Mill Rd,N Otto St, Otto St,Oak Bay Rd,Old Fort Townsend Rd,Paradise Bay Rd, S 8th St,S Jacob Mille rRd, Seeton Rd,Thomas St&West Valley Rd UTL12-00021 F 4/16/2012 5/3/2012 Service Line Crossing-Cleveland St UTL12-00022 A 5/8/2012 Utility Crossing-Rhododendron Ln UTL12-00023 F 7/20/2012 8/22/2012 Utility Crossing-Tskutsko Point Rd UTL12-00024 F 5/18/2012 7/13/2012 Bore Pit within intersection of W Valley Rd UTL12-00025 F 5/25/2012 6/27/2012 Water line Crossing-Cook Ave Ext UTL12-00026 F 5/25/2012 6/1/2012 Water service line-E Moore St UTL12-00028 A 6/28/2012 Utility work in pavement-Camber Dr UTL12-00029 F 7/2/2012 8/17/2012 Utility Crossing-Oak Bay Rd UTL12-00030 F 7/3/2012 8/17/2012 Utility Crossing-Kern St UTL12-00031 F 7/9/2012 5/20/2013 Emergency water line repair,Reconstruct and Repair Road on Honeymoon Ln. UTL12-00032 A 7/24/2012 Utility Installation-Teal Lak Rd UTL12-00033 F 7/30/2012 8/17/2012 Utility Crossing-Petes Spur UTL12-00034 F 7/31/2012 9/21/2012 Utility Installation-Werner Rd UTL12-00035 F 8/17/2012 2/7/2013 Utility Installation-Thorndyke Rd UTL12-00036 F 8/17/2012 3/22/2013 Utility Installation-Rainier Ln UTL12-00037 F 8/20/2012 2/7/2013 Utility Crossing-Rhody Ct UTL12-00038 F 8/20/2012 11/30/2012 Utility Crossing-S Jacob Miller Rd UTL12-00039 F 8/21/2012 8/22/2012 Utility Crossin g-Cook Ave Ext UTL12-00040 F 8/31/2012 10/2/2012 Utility Installation-Prospect Ave UTL12-00041 F 9/4/2012 2/21/2013 Utility Installation-Wren Ct UTL12-00042 P Replace section of water main-Puget Loop UTL12-00043 F 9/13/2012 10/26/2012 Utility Crossing-Schwartz Rd UTL12-00044 A 9/19/2012 Utility Crossing-Brinnon Ln,Schoolhouse Ln&Mathews Ln UTL12-00045 F 10/1/2012 11/14/2012 Utility Crossing-Center Rd&Larson Lake Rd UTL12-00046 F 10/2/2012 11/14/2012 Utility Installation&Crossing-S.Duquesne UTL12-00047 W Utility Installation-Raeburn Ct UTL12-00048 F 10/10/2012 2/7/2013 Utility Installation-Montgomery Ln UTL12-00049 W Utility Installation-Woodridge Dr UTL12-00050 F 11/2/2012 11/14/2012 Water service line crossing-Sunshine Dr UTL12-00051 F 11/14/2012 3/15/2013 Utility Crossing-N Gary Ave UTL12-00052 A 11/14/2012 Utility Installation-West Maude St UTL12-00053 F 11/14/2012 2/7/2013 Utility Installation-W Arden St UTL12-00054 F 11/16/2012 3/15/2013 Utility Crossing-Clipper Ln UTL12-00055 F 12/6/2012 2/27/2013 Utility Installation-Anderson Rd UTL12-00056 A 1/7/2013 Utility Installation-Upper Hoh Rd UTL12-00057 F 12/12/2012 6/19/2013 Utility Crossing-Wheeler Ln UTL12-00058 F 12/14/2012 7/24/2014 Utility Installation-N Jacob Miller Rd UTL13-00001 F 1/15/2013 3/14/2013 East Quilcene Rd-Crossing&Trenching 50+feet UTL13-00002 F 2/6/2013 3/15/2013 Utility Crossing-Mumby Rd UTL13-00003 F 2/8/2013 3/26/2013 Utility Installation-S Bay Way UTL13-00004 F 2/26/2013 3/15/2013 Utility Crossing-Water St UTL13-00006 F 3/21/2013 5/17/2013 Utility Crossing-Thorndyke Rd UTL13-00008 A 4/24/2013 Utility Installation-Rainer Ln UTL13-00009 F 4/24/2013 2/10/2014 Utility Crossing-Walker Way UTL13-00010 F 5/8/2013 8/13/2013 Utility Crossing/Installation-Paradise Bay Rd/Teak Lake Rd/Highland Dr UTL13-00011 F 5/2/2013 9/23/2013 Utility Crossing-Puget Loop @ Phinney Ln UTL13-00012 F 5/7/2013 5/17/2013 Utility Crossing-Condon Ln UTL13-00013 F 5/13/2013 9/19/2013 Utility Crossing-Laurel St UTL13-00014 F 5/17/2013 9/19/2013 Utility Crossing-Keller Ln UTL13-00015 F 5/17/2013 9/19/2013 Utility Crossing-South Bay Ln UTL13-00016 F 5/17/2013 10/4/2013 Utility Crossing-Camano Ln UTL13-00017 F 5/17/2013 10/4/2013 Utility crossing-Resolute Ln UTL13-00018 F 5/17/2013 9/19/2013 Utility Installation-Swansonville Rd UTL13-00019 F 5/17/2013 10/29/2013 Utility Crossing-Harms Ln UTL13-00020 F 5/17/2013 9/19/2013 Utility Crossing-Pioneer Dr UTL13-00021 A 5/21/2013 Place 3/4"cable in conduit for service line to 201 Rainier Ln UTL13-00022 F 5/21/2013 7/1/2013 Install 3/4"cable in conduit to service 106 Madrona Vista UTL13-00024 A 6/5/2013 Utility Crossing-Clearwater Rd UTL13-00025 A 6/7/2013 Utility Installation/Alder Creek-Upper Hoh Rd UTL13-00026 A 6/17/2013 Utility Installation-Upper Hoh Rd/Alder Creek UTL13-00027 F 6/18/2013 9/23/2013 Utility Installation/Crossing-Montgomery Ln/Grove Ct/Libby Ct UTL13-00028 F 6/20/2013 7/3/2013 Utility Crossing-Baldwin Ln UTL13-00029 F 6/28/2013 10/29/2013 Jackson Ln-Crossing UTL13-00030 F 6/28/2013 10/4/2013 Utility Installation-Sparrow Ct UTL13-00031 F 6/28/2013 10/29/2013 Utility Installation-Walker Way UTL13-00032 F 7/2/2013 8/27/2013 Utility Pole Installation-Mill Rd UTL13-00033 F 7/2/2013 8/5/2013 Replace failing waterline-Adventurer Ln UTL13-00034 A 10/3/2013 Waterline installation-Old Gardiner Rd&Discovery Bay Cemetery Rd UTL13-00035 F 7/5/2013 9/30/2013 Utility Crossing-McCurdy Ln UTL13-00036 A 7/5/2013 Utility Crossing-Rainier Ln UTL13-00037 A 7/5/2013 Utility Crossing-Topsail Ct UTL13-00038 F 7/5/2013 10/29/2013 Utility Crossing-Sayward Ln UTL13-00039 F 7/5/2013 10/29/2013 Utility Crossing-Forester Ln UTL13-00040 A 7/5/2013 Utility Crossings-Pioneer Dr UTL13-00041 F 7/11/2013 10/29/2013 Utility Crossing- 1st St UTL13-00042 F 7/11/2013 10/29/2013 Utility Crossing-E Arden St UTL13-00043 A 7/9/2013 Utility Crossing-Drew Ln UTL13-00044 A 7/9/2013 Utility Crossing-South Bay Ln UTL13-00045 F 7/25/2013 10/29/2013 Utility Crossing-Brighton Ave UTL13-00046 F 7/9/2013 10/29/2013 Utility Crossing-Merridith St UTL13-00047 F 7/19/2013 3/3/2014 Utility Crossing-Center Rd UTL13-00048 F 8/5/2013 2/10/2014 Pioneer Ln-Utility Crossing UTL13-00049 F 8/5/2013 9/23/2013 Cedar Ave-Utility Crossing UTL13-00050 F 8/5/2013 2/10/2014 Ames Ln-Utility Crossing UTL13-00051 F 8/5/2013 10/29/2013 Goldfinch Ln-Utility Crossing UTL13-00052 A 8/8/2013 Utility Crossing-Coyle Rd UTL13-00053 F 8/20/2013 2/10/2014 Utility Crossing-N.Carnegie Ave UTL13-00054 F 8/23/2013 10/29/2013 Utility Crossing-Walker Way UTL13-00055 R 8/23/2013 Utility Crossing-Shine Rd UTL13-00056 F 8/27/2013 10/23/2013 Utility Crossing-Cape George Rd UTL13-00057 F 8/28/2013 10/29/2013 Utility Crossing-S.Maple St UTL13-00058 F 8/28/2013 5/7/2014 Utility Crossing-N Bay Way UTL13-00059 F 9/10/2013 3/3/2014 Utility Crossing-Eagleview Ln UTL13-00060 A 9/10/2013 Utility Crossing-Olele Point Rd UTL13-00061 C 9/10/2013 2/10/2014 Utility Crossing-Goliah Ln UTL13-00062 A 9/10/2013 Utility Installation-Olympic Blve,Vancouver Ln&Bayview Ln UTL13-00063 A 9/13/2013 Utility Crossing-Schooner Ln UTL13-00064 F 9/13/2013 3/3/2014 Utility Crossing-Dunsmuir Rd UTL13-00065 F 9/13/2013 10/29/2013 Utility Crossing-Flamingo Rd UTL13-00066 F 9/13/2013 10/29/2013 Utility Crossing-McMinn Rd UTL13-00067 F 9/13/2013 10/29/2013 Utility Crossing-Frayne St UTL13-00069 F 9/23/2013 2/10/2014 Utility Crossing-First St UTL13-00070 A 10/30/2013 Utility Crossing-Sayward Ln UTL13-00071 F 10/30/2013 3/3/2014 Utililty Crossing-Clipper Ln UTL13-00072 F 10/31/2013 3/3/2014 Utility Crossing-McCurdy Ln UTL13-00073 F 11/18/2013 2/10/2014 Utility Crossing-Montgomery Ln UTL13-00074 F 11/18/2013 2/10/2014 Utility Crossing-Montgomery Ln UTL13-00075 F 11/19/2013 2/10/2014 Utiliyit Crossing-Spruce Ln UTL13-00076 F 11/19/2013 3/3/2014 Utlity Crossing-Dunsmuir Rd UTL13-00077 F 11/19/2013 3/3/2014 Utility Crossing-Falcon Ln UTL13-00078 A 11/21/2013 Utility Crossing-Highland Dr UTL13-00079 F 11/21/2013 2/10/2014 Utility Crossing-Pioneer Dr UTL13-00080 R 11/21/2013 8 inch waterline extenstion&open cut-N Victory Ave UTL13-00081 F 12/24/2013 1/28/2014 Utility Crossing-Honeymoon Ln UTL14-00001 F 1/28/2014 2/10/2014 Utility Installation-Shotwell Rd UTL14-00002 A 1/28/2014 Utility Installation-Christney Rd UTL14-00003 A 1/28/2014 Utility Installation-Sommerville Rd UTL14-00004 F 1/28/2014 3/3/2014 Utility Installation/Crossings-Camber Ln UTL14-00005 F 1/30/2014 2/10/2014 Utiliity Crossing-Larry Scott Trail @ Cape George Rd& Nelsons Landing Rd UTL14-00006 F 1/30/2014 2/10/2014 Utility Installation/Crossing-Seattle Dr&Olympia St UTL14-00007 A 2/3/2014 Utility Installation-Deer Hollow Circle UTL14-00008 A 2/13/2014 Utility Installation-Upper Hoh Rd UTL14-00009 F 2/21/2014 5/7/2014 Utility Crossing-South Bay Ln UTL14-00010 F 2/21/2014 5/7/2014 Utility Crossing-Pioneer Dr UTL14-00011 F 2/21/2014 5/7/2014 Utility Crossing-Puget Loop UTL14-00012 F 2/21/2014 6/12/2014 Utility Crossing-Montgomery Ln UTL14-00013 A 2/21/2014 Utility Crossing-Hastings Ave W UTL14-00014 F 2/21/2014 5/7/2014 Utility Crossing-A St UTL14-00015 F 2/24/2014 5/7/2014 Utility Crossing-Thorndyke Rd UTL14-00016 P Utility trenching and boring-Coyle Rd UTL14-00017 F 2/28/2014 5/7/2014 Utility Crossing-Madrona Vista P1 UTL14-00019 A 4/3/2014 Utility Crossing-Whatney Ln UTL14-00020 F 4/21/2014 6/16/2014 Utility Crossing-Sycamore St UTL14-00021 F 5/8/2014 7/25/2014 Utility Crossing-Olele Point Rd UTL14-00023 A 6/3/2014 UTILITY INSTALL- 181 WINDROSE DR UTL14-00024 A 6/3/2014 Utility Crossing-21 Rainier Ln UTL14-00025 A 8/4/2014 Utility Crossing-Prospect St UTL14-00026 A 6/10/2014 UTILITY CROSSING-45 LEWIS AVE UTL14-00027 A 6/27/2014 Utility Crossing-Eagle View Ln UTL14-00028 F 6/27/2014 8/15/2014 Utility Crossing-Cook Ave Ext UTL14-00029 R 8/5/2014 Utility Crossing-W Moore St UTL14-00030 A 8/5/2014 Utility Crossing-Cascade Ave UTL14-00031 A 8/5/2014 Utility Crossing-W Moore St UTL14-00032 A 8/5/2014 Utility Crossing-Pioneer Dr UTL14-00033 A 8/7/2014 Utility Crossings-Harms Ln UTL14-00034 A 8/8/2014 Utility Crossing-Olele Point Rd UTLXX-00001 F 3/17/2014 5/9/2014 this is a dummy case ENV95-00003 F Reconstruct road and place bank protection on a section at Quinault South Shore Rd.County Road No.911607. WAT-FS104 ACT XMP90-00033 E 7/16/1990 PROPOSAL:The propodsal is to repair and maintenance of CR0812(Oak Bay Road). Within the shoreline jursdection this will be limited repairing of an existing cross culvert which directs runoff from the county road ditch into Ludlow Bay. XMP94-00025 A 6/30/1994 To install concrete safety barriers along the shoulders of South Discovery Rd. XMP95-00033 A 5/30/1995 Maintenance repair of the bridge superstructure. This will entail replacement of the old bridge deck,stringers,and sills. XMP95-00065 A 11/17/1995 to machine place 12 ft high x 820 ft long rip rap to stabilize the end of upper Oil City Rd to prevent further major erosion XMP95-00070 A 12/15/1995 Emergency bank stabilization on Oil City Rd at mile post 9.0 XMP96-00019 A 5/14/1996 Tie back approx.20-30 trees that have eroded into river channel. Trees to be anchored to existing standing trees using steel wire rope. CAR97-00058 W 6/10/1997 replace two 30 inch culverts with one 84 inch round culvert XMP97-00022 A 8/1/1997 The proposal is maintenance of Palamino County Road ditch by removing approximately 500 cubic yards of accumulated sediment in order to maintain adequate flow.The ditch would be excavated to a depth of 4 feet and a width of 6 feet. Work will be conducted when the ditch is dry using an excavator operating from the County road. Excavated material will be disposed off-site in an upland area out of the shoreline jurisdiction.The County road ditch also conveys a season drainage that flows into the Dosewallips River. ENV97-00002 F 2/27/1998 9/15/1997 to reconstruct Old Gardiner County Road No.501409,in the vicinity of M.P.3.55. XMP97-00048 A 8/21/1997 installation of 800 cubic yards of riprap to protect the north abutment and road fill of the existing concrete bridge. XMP97-00059 F 9/18/1997 The project is emergency construction of 500 lineal feet of riprap bank protection on the north bank of the Hoh River in order to protect Oil City County Road(CR134309)from imminent damage or destruction by flooding. XMP98-00038 W 8/21/1998 The project consists of stabilizing the Shine Road embankment at the location shown. The embankment is roughly 15 feet high and slopes at slightly steeper than 1H:1 V. As part of an older private development,a riprap bulkhead,driveway,pump house, and boat ramp were installed at the toe of the embankment. PRJ14-00050 P Paradise Bay Road Phase II County Road No#503608 DEVELOPMENT REVIEW TIME SHEET JEFFERSON COUNTY PUBLIC WORKS MLA14-00044 Date Time Comments \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt August 19,2014 \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt August 19,2014 231;11E9,A4/ 0;CPCODO -— -----, - - -i-"-7., g- - — $ ..-`,, , gike-..„„,, g , 1 3 '; ,!t ,, L';:, ::;..1•,.",i' i g'j4 1 II§ k t t. 1 1 L'-' '5.,, ''.' 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' 3' 1 " 44%, 511' ;,, ; 1 11 §- I I 1 ill 1;11 .",s, - §'21 '''' C1.-."!* )111.1't, ■ I,. i • - i [it , 1 m k =o cn m * 4•.c? r.n, pi ,7, ,,,,, ,ge,:i ,. ..2,;,. ip Epf <T, E <st 7, f " frtliffif / i .„ ,,, l 'ig ,,-.- ..7_ .,i• = z ,.. = a ' wm FF. ? -0 K x tr; ' iiigf g 1 ,,0 f.7 °- Z' I' "7 & `,.1 a ,.., . a .L 2 F_ Zi; , 4 1 08 I - ? , < , < JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT(RCW 90.58) PROPONENT: JEFFERSON COUNTY PUBLIC WORKS 623 SHERIDAN STREET PORT TOWNSEND WA 98368 DATE ISSUED: October 07, 2014 DATE EXPIRES: October 07, 2015 MLA NUMBER: MLA14-00044 CASE NUMBER:SDP14-00013 PROJECT PLANNER: Joel Peterson PROJECT DESCRIPTION: Paradise Bay Road Phase II, M.P. 0.37 to M.P. 1.53, County Road No. 503608--Shoreline Exemption, Stormwater Permit WATERBODY AND/OR ASSOCIATED WETLANDS: PARADISE BAY PROJECT LOCATION: This Project is located in the Port Ludlow area on Paradise Bay Rd. S16&17, T28N, R1 E, W.M. This project begins at M.P. 0.37 approx. 320' southerly of Ludlow Creek and ends at M.P. 1.53 near Teal Lk. Rd. Intersection. The Road Project is approx. 1.17 miles long. 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.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(2)(d) Other minor new construction, and WAC 197-11-800(3) Repair, remodeling and maintenance activities. 3.) The Development Review Division finds that this proposal is consistent with Shoreline Master Program Section 18.25.560(2), Maintenance and Repair, and is consequently exempt from the substantial development permit (SDP) requirements. Exemptions from the substantial development permit requirements do not exempt a proposed development from compliance with the applicable policies and standards of the Shoreline Master Program or other applicable Federal, State, or local permit or license requirements. 4.) The application was reviewed by the Jefferson County Department of Community Development staff on 08/19/2014 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: Type F Stream, Fish and Wildlife Habitat Conservation Area, wetlands, landslide hazard, erosion hazard, Coastal Seawater Intrusion Protection Zone. 5.) A Type F Stream(Fish and Wildlife Habitat Conservation Area) and wetland have been identified at Mile Post 0.67 of the roadway project at the location of an existing 36"culvert. Stream and wetland buffers are not applied to this project. There are no construction activities planned for this culvert or within the wetland area during the project. The proposal meets the general exemption of 18.22.070(3)--maintenance or reconstruction of existing public or private roads. 6.) 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. CONDITIONS: 1.) This parcel is within the Port Ludlow no shooting area per JCC 8.50. 2.) A Jefferson County Stormwater Site Plan has been submitted and approved by the Department of Community Development. The applicant shall fully implement all provisions and Best Management Practices of the submitted plan, and meet Minimum Requirements #149 of the Stormwater Management Manual for Western Washington (SWMMWW). Requirement#2 includes the 13 Required Elements of the Construction Stormwater Pollution Prevention Plan (SWPPP)--also referenced as the Temporary Erosion and Sediment Control plan (TESC). Provisions of the Permanent Stormwater Control Plan identified in the Jefferson County Stormwater Site Plan Submittal Template shall be met. SWMMWW Minimimum Requirements #149 are also identified in the 2014 Washington State Department of Transportation (WSDOT) Standard Specifications in the Highway Runoff Manual (HRM)which will be the reference manual for this project. The HRM is an equivalent manual to Department of Ecology's SWMMWW. 3.) Before any construction begins on-site, erosion control facilities shall first be installed. 4.) The proponent shall obtain a Department of Ecology National Pollutant Discharge Elimination System (NPDES) Construction Stormwater General Permit. 5.) In accordance with JCC 18.30.080(1)(f): clearing, grading, and construction of roads, bridges, utilities, and stormwater management facilities shall be inspected by Jefferson County Public Works (JCPW). JCPW staff shall provide regular supervision throughout construction to ensure stormwater facilities are installed and maintained per the approved plans. 6.) Work within the jurisdiction of the Shoreline Master Program other than as described above shall receive separate review from this Department. •P I��1 .1`... (O171P partment of Community Deve:pment Staff c: Department of Ecology, Shorelands Office, Rick Mraz Washington State Department of Fish &Wildlife, b( Washington State Department of Natural Resources, Bri \\tidemark\data\forms\F_SDP_Exemption_U.rpt 10/7/2014 x z J ` / I/� - m m p m z p p 2• > �/ A `♦ c ( r ^� 1 aa ). 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P a. z I I'll ''''' isa:1, ,..--- 33 1 3:1 -4 \ li. & i i it1L' 1 1J11 i 1 I I 1.-. 1>>11;4>1 m CO I I 1 \\ } 9 :' } l d « , § •• } 2° { / ' } / \ \ \ ® \ Cori/ cLSON co JEFFERSON COUNTY ww ° DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment Tel:360.379.4450 I Fax:360.379.4451 I Email:dcdeco.jefferson.wa.us ...L4' ,'111 NGC- Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center TRANSMITTAL Date: October 7, 2014 To: John Wayand/Engineer III Jefferson County Public Works Department From: Joel Peterson, Associate Planner Department of Community Development Documents Transmitted: 1. Type 1 Land Use Permit: Shoreline Substantial Development Permit Exemption, Stormwater Permit Action Required: None John, The enclosed permit approval is for the Stormwater Permit and the Shoreline Exemption. I've attached an 11x17 set of the TESC and Drainage plans with approval stamps. These are the versions you provided to me digitally. I understand that there were some edits to be made to final plans, as noted in Eric Kuzma's review letter, but I believe these plans and permit conditions cover everything satisfactorily, so I don't see a need to provide plan updates. Thanks. Joel JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: JEFFERSON COUNTY PUBLIC WORKS 623 SHERIDAN STREET PORT TOWNSEND WA 98368 DATE ISSUED:October 07, 2014 DATE EXPIRES: October 07,2015 MLA NUMBER: MLA14-00044 PROJECT PLANNER:Joel Peterson PROJECT DESCRIPTION: Paradise Bay Phase II Paradise Bay Road Phase II, M.P. 0.37 to M.P. 1.53, County Road No. 503608--Shoreline Exemption Paradise Bay Road Phase II, M.P. 0.37 to M.P. 1.53, County Road No. 503608--Stormwater PROJECT LOCATION: S16,&17, T28N, R1 E, W.M. IONS 1.) All conditions for Stormwater are found in the associated SDP Exemption record SDP14-00013. 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. 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. UDC Administrator MLA14-00044 \\tidemark\data\forms\F_MLT IssuePermit U.rpt 10/7/2014 Page 1 of 1 Jefferson County e Department of Public Works ,�1 e 623 Sheridan St. t1. Port Townsend, WA 98368 • (360) 385-9160 Monte Reinders, P.E. Public Works Director/County Engineer Date: 9/18/2014 To: Joel Peterson,DCD From: Eric Kuzma,JCPW Project: Paradise Bay Road-Phase 2:(MLA 14-00014),JCPW Project#(18018730) Subject: Development Review: Stormwater Management Review APPLICATION REVIEW A. Stormwater Management Unified Development Code Requirement(s): The Jefferson County Unified Development Code,Sections 18.30.060,Grading and excavation standards and 18.30.070,Stormwater Management Standards both set standards for erosion and sedimentation control and stormwater management. The code adopts the requirements set forth by the most current version of the Washington Department of Ecology,Stormwater Management Manual for Western Washington(SWMMWW). JCPW Findings: The Washington State Department of Transportation(WSDOT)has developed the Highway Runoff Manual(HRM). The HRM is a Department of Ecology(DOE)approved equivalent manual to the SWMMWW which local agencies can use for designing stormwater controls for their local road projects. Local Agencies using federal funds passed through the WSDOT HLP division must meet or exceed the requirements of the HRM or SWMMWW. The Temporary Erosion&Sediment Control(TESC) elements have been removed from the HRM and placed into a separate WSDOT TESC Manual. A DOE National Pollutant Discharge Elimination System(NPDES)Construction Stormwater General Permit will be required,which also includes the requirement of a SWMMWW compliant Stormwater Pollution Prevention Plan(SWPPP)or TESC Plan. The proposal will overlay the existing asphalt road surface,widen the existing shoulders and improve drainage,signage and guardrail facilities. The proposal lists the new impervious surface area as 25,550 sf per the HRM definition.In reality the majority of this new impervious area is the existing gravel shoulder which per this application will be paved. Given this criteria,the proponent shall comply with Minimum Requirements#1-#9 of the HRM. To comply with Minimum Requirements#1-#9 the proponent has submitted the following documents which together constitute the Stormwater Site Plan:Construction Documents,including a Site Plan(dated 5/1/14) TESC Plans(dated 5/28/14),Drainage Plans&Profile(dated 3/xx/14),Typical Roadway Sections(dated 3/xx/14),and Alignment&Pavement Plan/Profile(dated 3/xx/14). Also,a Jefferson County Stormwater Site Plan Submittal Template(received 6/3/2014)and Stormwater Pollution Prevention Plan(SWPPP). The proposed stormwater management strategy has been divided into(6)Threshold Discharge Areas (TDA's)with calculations and associated system/BMP for each. The Pollution Generating Impervious Surface(PGIS)area treatment which will be provided exceeds the minimum area required by 8,760 sf,for a total runoff treatment area of 27,250 sf. The runoff treatment will be in the form of three types of Vegetated Filter Strips as specified in the plans. The above referenced documents were prepared by the Jefferson County Department of Public Works. The submitted Construction Schedule anticipates work to begin Spring 2015. Per the Soil Survey of Jefferson County,soils on-site are mapped as Olete(OID),very gravelly silt loam with a permeability of 0.6-2.0 inches per hour. JCPW Comments: JCPW staff met on 9/16/14 and noted the following clarifications: ,/• Item#17 of the Permanent Stormwater Control Plan should include'/2 Class HIVIA(Hot Mix Asphalt). ✓• The plans reference three Vegetated Filter Strip(BMP 5-4.1.3)types,but did not specify what the differences/types are. The attached drawing provides additional detail. ►' • Item#1 of the SWPPP Narrative,Mark Clearing Limits-High Visibility Plastic or Metal Fence, should reference BMP 5-1.1.17. -. • Item#5 of the SWPPP Narrative,Stabilize Soils,should include Plastic Covering(BMP 5-1.1-11)to appropriately manage stormwater in case of any soil stockpiling. ✓" • Item#5 of the SWPPP Narrative,Stabilize Soils,should also include the Wet Season dates of Oct. 1 thru April 30,during which un-worked soils need to be covered within 2 days,to account for any possibility of construction extending into this season. • Item#8 of the SWPPP Narrative,Stabilize Channels&Outlets. Outlet Protection(per BMP 5-1-1.27)will be included in the Drainage Plan at the(3)proposed culvert outfall locations(STA 54+40,60+83 &77+24),also at the end of(6)drainage ditch locations (STA 35+75(S),39+60(S),44+75(S),45+44(N),55+75(S)&56+25(N). ;�• The location of the Vegetated Filter Strips on the TESC Plans compared to the Drainage Plans did not match. This discrepancy has since been corrected. JCPW Recommendations: • The proponent shall install the stormwater management facilities and implement the Best Management Practices(BMP's)proposed in the Stormwater Site Plan. r- • Before any construction begins on-site,erosion control facilities shall first be installed. • In accordance with the Jefferson County Unified Development Code,Section 18.30.080(1)(f): Clearing,grading,and construction of roads,bridges,utilities,and stormwater management facilities shall be inspected by JCPW. JCPW staff will be onsite every day throughout construction to ensure that the stormwater facilities are installed per the approved plans. Joel Peterson From: Eric Kuzma Sent: Thursday, September 18, 2014 8:13 AM To: Joel Peterson Subject: MLA 14-44 Attachments: PBR-Phase 2-SW Comments.pdf; PBR II DRAINAGE DETAILS VFS.pdf Hi Joel, I have completed my stormwater review for MLA 14-44, Paradise Bay Road—Phase 2 and have no further comments. I met with Matt Klontz to discuss some clarifications,which have since been addressed as reflected in the attached comments. Please contact me with any questions. Thank you, 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(acojefferson.wa.us Web:www.co.iefferson.wa..us/publicworks 1 -vc) °° z o° v • �• �. X 0 _ 5_ '- 0 °zDK G, 0= X N o goo c^ p o 71-I m < 0-1 O= r2 v (j)•-• <.. 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(D J0)(D O)O0)OD 0 ++++++++ r — 'J- O(PNNOGa00) OOUN 0U0 > •—N --� -"-00000000 ' 2 r r Imrk � NNNNNNNN p rI D %' 0 r m (L+ -I-I-i-I-i-I-I-I D r °z DDDDDDDD r �- m U) N rn (uD 0c0 v O((0(s)W O + �m2J JOU(n)O±N II� O NOOONOUIN - —I 0 rrr;))x7rrr O co on 000)N m -I-1-1-1-I-1-1� ° '(n z 1 II ****� D --1 20 Dv2 CI)JJJJJJ -- „I N 0 < m0D J J D r- N N N N N N N N II II II II II II II II p cn 1 CO JJ(PU)WWW(n sC/) > M a9o4o A*,;*1 4oY 0 N > 0 1 m H II D_ I— N II C,4 m m rn m 70 (n 0 Z C) 0 C m Z c) z rn rn A m0 X N N-I • 2 m- N r 2 —1 r 0 v < - —I -o O -0-Zi OK T 0 0 r N z Z \ n < N c rn m I3� / M m ",e..4 -1 0 D 0+ rn D (.0 -{ U) Fri ° n pi WOD m— D j+ Tl H D� N> 0 O r CO az m-I 111 ° <xl D vi m N N !eY ' D yM1� m ° -rn I N T r o .J T -1 I D 0,1 Cr) +'- m + 2 m r (o• (p N+ CO N r p D O 0, -ri r r (n / — > -1 N n'� 7.) / AZDJ N > m Af�1 m a • ON r-W / N N D 0 OoO0 N0)N y C U:-1__I - * 0 rn iJi-Ni 'U! z• i r 73 CO D ° D �— D � D mnD D I— N x \ v-N co D t__ > N .Z7 m N 0 * D C r*)0 * WZ< D m x> X Z< 0 A p N Nm DO Z N= O p 00M �rD O mm o D =O r-Di K 0 0 O 05'8 -< =Z O0p fT)W Fri z°a Po x CO O 0 * p_<r NSm M "9 -1m mm�xi o D F.T.' pr-NI X0-0 n N D ?� �Z0 U) o 2 (T1 Z-1 N x- p 2 Q m N N I mm ---I in I m 0 JEFFERSON COUNTY w SON ro°y DEPARTMENT T P COMMUNITY s 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment ,�s��,N '4 Tel:360.379.4450(Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us Building Permits&Inspections/Development Consistency Review I Long Range Planning 1 Watershed Stewardship Resource Center TRANSMITTAL I Date: August 20, 2014 To: Eric Kuzma,Architect/Engineer III Jefferson County Public Works Department From: Joel Peterson,Associate Planner Department of Community Development Documents Transmitted: 1. Paradise Bay Road Phase II map sheets: Y P • Index &Vicinity Map(T1) • Temporary Erosion &Sediment Control Plan(TE1 through TE3) • Drainage Plan (D1 through D3) • Drainage Profiles(DPR1) • Roadway Sections (RS1) • Unnamed sheet of roadway sections by station • Alignment& Paving Plan/Profile(P1 through P5) • Unnamed sheet of plan/profile at scale 1:100 2. Stormwater Site Plan Submittal Template Action Required: Eric, Please provide your review of the Paradise Bay Road Phase II stormwater permit application. The project is in Tidemark under MLA14-00044 and includes cases for the stormwater permit(ZON14-00019) and a Shoreline Exemption (SDP14-00013). If you do activity signoffs in Tidemark as part of your review, there is a stormwater activity in each case. Otherwise, I'll do the signoffs based upon your recommendations. Based upon your recommendations, I will be putting approval stamps on the TESC sheets and the Drainage Plan sheets. Please return all documents to me when you have completed your review. Thank you for your assistance. Please let me know if you need anything else for your review. --Joel JEFFERSON COUNTY 4-4 4 4. DEPARTMENT OF COMMUNITY DEVELOPMENT Jefferson County No Net Loss Checklist The purpose of completing this checklist is to show consistency between the policies and regulations in the Jefferson County Shoreline Master Program and the implications for shoreline ecological functions,as it pertains to the no net loss(NNL)requirement. This checklist is to be completed by the Planner reviewing the proposal for all development and use applications within shoreline jurisdiction. Is the proposal within shoreline jurisdiction? / Yes(Complete this form) No(Form not required) Planner Taei A'4QrSrV1 Date /i` Application Informa tion MLA# iq y II/ SDP# f`( 13 Case# 7�NJ�' - 1 (?br r)wc er>(If case number is used,has the'Special Conditions tab/Shorelines'been checked in Tidemark?Yes,/ ) Applicant Information -�^ may- P Landowner Name �JE3'r*'2( c)L (e) iiiy Applicant(if different from landowner) Pc 1)(t e.�iiJO r k� 1e pnc+vv- nt J Representative C;fi til Liby tt Viet Project Information(� ® „A 0 i Project Address f ea4 ay a0( Of k Ts* o 37 lb /ul 'l-. 1 - c'3 Parcel Number iIA' Type of Ownership(if other than Private) C.9iir' 7 Qra Proposed Project Description �. ,:sy trot A or I �$r i p I.15 , ouve3rA Ian:t 4 `3 to AL. (©il r,t aj i la d' r cXtclicie►y peal.k; Cu -, Shoreline Information Shoreline Type: Marine River Lake Waterbody Name �'n. l5-e. r Shoreline Reach 13 1p 'C C Shoreline Use(based on Table 18.25.220) Till-Oh po+`-V.+t:)h S Q AA n5 cvl 41!!c>a7-eel l,t -R-1 Environmental Designations: Priority Aquatic Aquatic No in-water components Natural Conservancy Shoreline Residential ✓ High Intensity Type of shoreline approval: Shoreline Exemption y Shoreline Substantial Development Conditional administrative Conditional discretionary Variance G:\PLANNING\GRANTS-Apps&Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection NNL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc rev1072914 1 PRELIMINARY NNL REVIEW Answer all Preliminary NNL Review questions on this page. For any'Yes'responses,also complete the Detailed NNL Review questions(with the corresponding number 1 through 13)on the following pages. GENERAL SHORELINE MASTER PROGRAM(SMP)REGULATIONS: 1. Will the proposed project be constructed within a standard shoreline buffer and setback(JCC 18.25.270(4)(e) and 18 5.300(2)(a))for conforming lots or exceed the provisions of JCC 18.25.270(5)for non-conforming lots? No V Yes (If yes,answer Detailed Review questions on page 3) 2. Will any portion of the proposed project be constructed in a geologically hazardous area, a landslide hazard area buffer, or a setback for a landslide hazard area or a high-risk channel migration zone (Article V, Chapter 18.22 JCC.)? No Yes y (If yes,answer Detailed Review questions on page 4) 3. Will any portion of the proposed project be constructed in a fish and wildlife habitat conservation area, buffer, or setback(Article VII Chapter 18.22 JCC)? No Yes J (If yes,answer Detailed Review questions on page 5) 4. Will any portion of the proposed project be constructed in a wetland or wetland buffer (Article VII, Chapter 18.22 JCC)? No Yes b (If yes,answer Detailed Review questions on page 6) 5. Will any portion of the proposed project be constructed in a frequently flooded area (Article IV,Chapter 15.15 JCC)? No ( Yes (If yes,answer Detailed Review questions on page 7) SHORELINE MODIFICATION REGULATIONS: 6. Does the proposal include Beach Access Structures(JCC 18.25.340)? No if Yes (if yes,answer Detailed Review questions on pages 8-9) 7. Does the proposal include Boating Facilities(JCC 18.25.350)? No lc Yes (If yes,answer Detailed Review questions on page 10-11) 8. Does j,he proposal include Dredging or Disposal of Dredged Materials(ICC 18.25.360)? No ►/ Yes If yes,answer Detailed Review questions on page 12) 9. Does the pro osal include Filling and/or Excavation(JCC 18.25.370)? No V YYe (If yes,answer Detailed Review questions on page 13) 10. Does the proposal include Flood Control Structures(JCC 18.25.380)? No y' Yes (If yes,answer Detailed Review questions on page 14) 11. Does the proposal include In-stream Structures(JCC 18.25.390)? No Yes (If yes,answer Detailed Review questions on page 15) 12. Does the proposal include Restoration(JCC 18.25.400)? No V Yes (If yes,answer Detailed Review questions on page 16) 13. Does the proposal include Structural Shoreline Armoring and/or Shoreline Stabilization(JCC 18.25.410)? No / Yes (If yes,answer Detailed Review question on pages 17-19) If the answer is'No'to all of the above,the likelihood of the project negatively affecting shoreline ecological functions is minimal and it is assumed that the'No Net Loss'requirement is met. Sign page 20. G:\PLANNING\GRANTS-Apps&Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection NNL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc reel 072914 2 DETAILED NNL REVIEW Complete the questions below if the answer is'Yes'to Preliminary NNL Review Question 2. 2. The proposed project will be located partially or entirely within a geologically hazardous area, a landslide hazard area buffer,or a setback for a landslide hazard area or a high-risk channel migration zone(Article V,Chapter 18.22 JCC). a. If the proposed project will be constructed within a geologically hazardous area,describe the existing conditions,such as dominant plant community(forest,shrub,herbaceous,unvegetated),percent vegetated,and native or non-native plant species present(dominant species). If proposal will not be constructed within a geologically hazardous area,fill in`■/A'. T/t cak41A/1 CSIV5'e t�j j, thakiref .6%6 cxel $labs tLIn YlF.2A4, ft,- zk p y„; ; in T . L+ uh v 4r nbCs A f lat '.R�1R�) 7 Lott,e r- o- vstr(VI c CLAW-t. 6c i/rvtips iyW' A;44-A.AL( b. If the proposed project will be constructed within a landslide hazard area buffer or setback(35 feet for landslide hazard area or 5 feet for high-risk channel migration zone,unless indicated otherwise in the geotechnical report),describe the existing conditions,such as dominant plant community(forest, shrub,herbaceous,unvegetated),percent vegetated,and native or non-native plant species present (dominant species). T h n. ' G t-¢.` E, uror it-0144 C -o tR '7 , i Et.t u., a 6ti4h4 16040 Ike 1,162za.,4, r AA.vo. ill. .♦< 41.1 Al Aka ,a - L-.'I ' ' _ i I4 ,, ., c. Provide the name of the professional who prepared the report and the date of the report. N4 d. Describe measures proposed to minimize impacts to shoreline functions based on development location,project design,construction methods,ongoing uses,and maintenance activities(JCC 18.25.270(2)). P/b)-e(4 AR 4-1g y1 If ft, £outAQC Ct.po CAT 41„17 (dry,.4.1;gy - e. Describe any impacts to shoreline stability and natural processes that may occur due to permitting of the proposed use or development. y/� Any additional comments relevant to geologically hazardous area requirements and NNL for this proposal: G:\PIANNING\GRANTS-Apps&Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection NNL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc rev1072914 4 DETAILED NNL REVIEW Complete the questions below if the answer is`Yes'to Preliminary NNL Review Question 3. 3. The proposed project will be located partially or entirely within a fish and wildlife habitat conservation area(FWHCA),buffer,or setback(Article VI,Chapter 18.221CC). a. If the proposed project will be constructed within a FWHCA,describe the existing conditions, such as habitat type(e.g.,sandy/gravely intertidal zone,freshwater lake,mature forest), dominant plant community cover type(forest,shrub,herbaceous,unvegetated),percent vegetated,and dominant native or non-native plant species present. If proposal will not be constructed within a FWHCA,fill in'N/A'. PA _ 1 r F .Z. ..111 • oi' .j — `tv c'1 A l a..tr45 — Y'71 StAdst'# b. If the proposed project will be constructed within a FWHCA buffer or setback,describe the existing conditions,such as dominant plant community(forest,shrub,herbaceous,unvegetated),percent vegetated,and native or non-native plant species present(dominant species). n1/A c. Describe any existing structures or other modifications currently existing on the parcel. A 10 4.4 , c I 99 Y`-U-4 5 d. Summarize the measures proposed by the applicant to minimize impacts to shoreline functions based on development location,project design,construction methods,ongoing uses,and maintenance activities(1CC 18.25.270(2)). 'reAil p Ert9 aovt rw,l (!•ru»41i '� I 'km��✓y S-/-0:101 ' PD Z1 t ct Pr ` c+ti41 P(xct I/WY-0414 4 ire,5 P4' (l e r me�s�1 ( 14-D( o r-c S , e. Describe any impacts to shoreline habitats and functions that may occur due to permitting o the proposed use or development. ,apt aEt at—fi tt44o f� can4rot e 47-11144441\hit 1 Any additional comments relevant to FWHCA requirements and NNL for this proposal: G:\PLANNING\GRANTS-Apps&Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection MIL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc rev1072914 5 DETAILED NNL REVIEW Complete the questions below if the answer is`Yes'to Preliminary NNL Review Question 4. 4. The proposed project will be located partially or entirely within a wetland or wetland buffer (Article VII,Chapter 18.22 JCC). a. If the proposed project will be constructed within a wetland,describe the existing conditions, such as dominant plant community(forest,shrub,herbaceous,unvegetated),percent vegetated,and dominant native or non-native plant species present. ((the proposal is entirely outside of the wetland boundary,enter`N/A'. _ b. lithe proposed project will be constructed within a wetland buffer,describe the existing conditions,such as dominant plant community(forest,shrub,herbaceous,unvegetated),percent vegetated,and doming t native or non-native plant species present. A .4, —4 .1 i i. : " • . _ I I �. 4 i. tix _ _ I ♦ I s. c. Describe any existing structures or other modifications currently existing on the parcel. d. Describe measures proposed to minimize impacts shoreline functions based on development location,project design,construction methods,ongoing uses,and maintenance activities(JCC 18.25.270(2)). 7F L let.. / ,j tA,2 p p/'" p/i9n ,ed ., _ ._ A_ � /' '_ / , e. Describe any impacts to shoreline habitats and functions that may occur due to permitting of the proposed se or development. --Aar* v, ,.ts,�et�nnx,•l 644 si"P.ryylt .(‘. C d Any additional comments relevant to wetland requirements and NNL for this proposal: G:\PLANNING\GRANTS-Apps&Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection NNL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc rev1072914 6 SUMMARY Applicant: I agree with the responses to the completed sections of this'No Net Loss'form. Signature �, L __ Date: jr/e6 2a N County Reviewer(signs after applicant has returned form with his/her signature): Based on available information,the project is not expected to result in a net loss of shoreline ecological functions. Yes No Signature Date: &Opportunities\2010 EPA GRANTS\2010 EPA-Enhanced Shoreline Protection NNL\Implementation\deliverable 3c apply nnl\nnl checklist final jcc rev1072914 20 [[OFEUVIE ° JEFFERSON COUNTY ® JUN _ 32014 1.1 .os pm DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 JEFFERSONCOUNTY ' Q� 360/379-4450 • 360/379-4451 Fax DEPT.OF COMMUNITY DEVELOPMENT TO http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# PROJECT/APPLICANT NAME: PARADISE BAY ROAD PHASE II/JEFFERSON COUNTY PW 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. The Paradise Bay Road, Phase II (PBRII)project is located in the Port Ludlow area on Paradise Bay Road, in Sections 17& 16, T28N, R1E, W.M. This project begins approximately 320' southerly of Ludlow Creek(M.P. 0.37) and ends near the Teal Lake Road intersection(M.P.1.53). This roadway project is approximately 1.17 miles(6,175 feet)long. The existing traveled way of Paradise Bay Road is approximately 22 feet wide with 4' shoulders of which 2'are paved and 2' are compacted gravel. This project will preserve& rehabilitate the asphalt roadway surface, maintain the traveled way at 22', pave the shoulders the full 4 feet, improve sight distance by lowering the profile of one vertical curve,and improve the drainage,signing, striping,and guardrail facilities. Construction activities will include earthwork, pavement removal,hot mix asphalt paving, installation of stormwater drainage inlets, pipes,culverts and ditches,guardrail placement,pavement markings,permanent traffic control signing,and hydro-seeding. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. The existing topography at the PBRII project site consists of hilly terrain with moderate to steep slopes. The roadway profile grade ranges from nearly flat(0.5%)to steep (9%). Embankment and cut slopes adjacent the roadway range between 4:1 to 1:1 (H:V). 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. The landscape adjacent Paradise Bay Road is composed of native dense forest and pockets of housing developments with related infrastructure including roads, storm drains, and utilities. The Port Ludlow Bay golf course is located near the eastern project limit between Fair Wind Court and Teal Lake Road. 4. Describe the existing soils. Indicate soil type on the site map. Soils can be characterized as fill, recessional outwash, and bedrock. Fill typically consists of medium dense to dense, sandy gravel to gravelly sand with varying silt content. Recessional outwash consists of loose to medium dense, silty sands grading to sandy silt to silt. Bedrock consists of hard basalt. The ground water level fluctuates seasonally. There was no groundwater seeps observed during geotechnical investigation. Stormwater Site Plan DCD.doc-rev 6/2/2014 5 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. Historically the project site consisted of dense forested areas with natural hydrologic processes that included biological uptake through vegetation, infiltration into permeable soils, pooling in lowing lying wetland areas, evaporation, and overland flows to streams draining to the Puget Sound. Housing development and related infrastructure including Paradise Bay Road has altered the historical hydrologic processes through the addition of impermeable surfaces which has resulted in increase overland runoff. The additional overland runoff from,,housing development is conveyed though a network of storm drains that discharge to detention ponds with butfalls to forest'areas,the Puget Sound;and to Paradise Bad Road. Runoff from Paradise Bay Road is conveyed through,open channels-including roadside ditches and culverts that ultimately is_„charge to–forest areas and channels draining to the Puget ,Jfl� 6. Describe any excess levels of noise generated by the proposed use or activity: There will be no excess levels of noise generated by the proposed facility. 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. AcweJ n exists on the north and south side of Paradise Bay Rd near station 36+75 (MP 0.69) and has been identified in Jefferson County's Critical Area map as an environmentally sensitive area.There are two un-named streams within the project limits - station 36+75 (MP 0.69) and station 75+80 (MP 1.43). The Washington State Department of Natural Resources has classified these streams as;Type F meaning the streams are known to or meet the physical criteria to be potentially used by fish. Fish streams may or may not have flowing water all year;they may be perennial or seasonal. 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.). The land use adjacent Paradise Bay Road is composed of native dense forest and pockets of housing developments with related infrastructure including roads, storm drains, and utilities. The Port Ludlow Bay golf course is located near the eastern project limit between Fair Wind Court and Teal Lake Road. 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. g. 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 old discharge areas within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities: The proposed hydrology consists of Paradise Bay Road stormwater runoff conveyed through open channels including roadside ditches and culverts that ultimately discharge to forest areas and channels draining to the Puget Sound. In forest areas, natural hydrologic process occur that included biological uptake through vegetation, infiltration in permeable soils, pooling in lowing lying wetland areas, evaporation,and overland flows draining to the Puget Sound. Stormwater Site Plan DCD—rev.5/28/2014 6 Paradise Bay Road drainage consists of six ThreShald..DGairlago.Areas-A-DA-).'""A TDA is defined as an on site area draining to a single natural or constructed discharge location or multiple natural or constructed discharge locations that combine within % mile downstream—as determined by the shortest flow-path. For each TDA, the quantity of existing, new, and replaced impervious surface and pollution generating impervious surface was measured. The resulting quantities and the 2014 Washington State Department of Transportation (WSDOT) Highway Runoff Manual (HRM) Figures 3-1, 3-2, and 3-3 were ._.._ used to determine the applicable stormwater management Minimum Requirements, the results of which are provided in the response to question 11. 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.] At the project level,this project adds more than 5,000 sqft of new pollution generating impervious surfaces(PGlS).triggering a TDA level assessment of the quantity of PGIS. Of the six TDAs contained in this project tiree TDAs require Junoff treatment, due to new PGIS_.n,the respective_TDA exce din 5000-.sgft.The table below provides a TDA level summary of the new and converted pollution generating surfaces and the runoff treatment that will be provided as a result of this project. ff Te� s n f. Fc'I a,W s � e rat X71, ",p>; roomed sqf ;;, µ ire`ment: M �"1�II� �S��eA.,.�. 0 a..... ... _ w .. . Meets 2,005 No -- TDA A No 2,400 Exceeds 0 TDA B 2,915 Yes 0 Exceeds 7,835 12,900 TDA C Yes 6, 5,220 435 0 750 Exceeds , TDA D 0 Yes 5,200 Exceeds 5 TDA f g 2,140 No 0 Meets TDA F 2 M `� TDA C, D,and E require runoff treatment.The total treatment area required is 18,490 sqft.The quantity of pollution generating surface that will be treated as a result of this project exceeds the minimum requirement by 8,760 sqft for a total of 27,250 sqft of treatment. This project will construct a total of 1,535 linear feet of Vegetated Filter Strips (VFS)to provide runoff treatment. VFS are land areas of planted vegetation and amended soils situated between the pavement surface and a surface water collection system, wetland, stream, or river. VFS accept overland sheet flow runoff from adjacent impervious area. VFS function by slowing velocities,trapping sediment and other pollutants, and providing some infiltration and biologic uptake. The VFSs constructed for this project will utilize grass vegetation and_will_exceed-the.required basic treatment level(80%total suspended solids removal), through the addition of compost mpost amended VFS.provide enhanced treatment through a higher rated of dissolved metal removal. The VFS have been"sited utilizing-the narrow area design graph contained in the HRM for roadways 30 feet wide or less. 11. Describe the performance goals and standards applicable to the project. Hydrologic Analysis for this project was prepared in accordance with the 2014 WSDOT HRM.The HRM has been tailored for linear roadway projects.The stormwater management guidelines and requirements defined in the HRM ar_e equivalent to these defined in Department of Ecology's 201.2_Stormwater Management_Manual for Western Washington. The following are the stormwater management Minimum Requirements that apply to this project as determined using HRM Figures 3-1,3-2,and 3-3; Minimum Requirement 1 –Stormwater Planning Minimum Requirement 1 is applicable to new and replaced impervious surfaces and land disturbed on this project. Minimum Requirement 2–Construction Stormwater Pollution Prevention Minimum Requirement 2 is applicable to new and replaced impervious surfaces and land disturbed on this project. Minimum Requirement 3–Source Control of Pollutants Stormwater Site Plan DCD—rev 5128/2014 Minimum Requirement 3 is applicable to new and replaced impervious surfaces and land disturbed on this project. Minimum Requirement 4—Maintaining the Natural Drainage Minimum Requirement 4 is applicable to new and replaced impervious surfaces and land disturbed on this project. Minimum Requirement 5—Runoff Treatment Minimum Requirement 5 is applicable to new pollution generating impervious and converted pollution generating pervious surfaces. It is not applicable to replaced pollution generating impervious surfaces. Minimum Requirement 6—Flow Control Minimum Requirement 6 is applicable to new impervious and converted pervious surfaces. It is not applicable to replaced impervious surfaces. Minimum Requirement 7—Wetland Protection HR`lMinimum Requirement 7—Wetland Protection is applicable to new impervious and converted pervious surfaces. It is not applicable to replaced impervious surfaces. Minimum Requirement 8—Incorporating Watershed/Basin Planning into Stormwater Management There are no formally adopted watershed/basin plans altering the Minimum Requirements 1 through 9. Minimum Requirement 9—Operation and Maintenance Jefferson County Public Works will be responsible for maintenance of all stormwater BMPs and facilities. Stormwater Site Plan DCD—rev.5/28/2014 8 12. Describe the flow control system. Minimum Requirement 6 is applicable to new impervious and converted pervious surfaces. It is not applicable to replaced impervious surfaces. At the project level, this project adds more than 5,000 sqft of new impervious surfaces triggering a TDA level assessment of the quantity of impervious surface added. The results of the TDA level assessment is none of the six TDA's contained in this project require flow control because the new impervious surface for each TDA is less than 10,000 sqft. `The table below provides a TDA level summary of the new and converted impervious surfaces. 01141;ri*:;.° ,y��e Meets TDA A 2,005 O No„_, 0 2,915 0 No 0 Meets TDA B Meets 7,835 0 No 0 TDA C Meets 5,435 0 No 0 TDA D No 0 Meets TDA E 5,220 0 2,140 0 No 0 Meets TDA F Additionally, none of the six TDAs experience an increase of 0.1 cfs in the 100-Year Recurrence Interval Flow when modeled using Ecology's Continuous Simulation Stormwater Model for Western Washington (VVWHM2012). The results summarized below illustrate that flow control is not required due to increasing the 100-Year flow more than 0.1 cfs. 0.194 �✓ r 0.215 0.021 No TDAA No TDA B 0.254 ! 0.289 0.035 TDA C 0.534 0.608 0.074 No No TDA D 0.714 0.799 0.085 TDA E 0.306 0.356 0.050 No TDA F 0.312 0.334 0.022 No e r 13. Describe the water quality system. To provide runoff treatment this project will construct a total of 1,535 linear feet of Vegetated Filter Strips (VFS). VFS are land areas of planted vegetation and amended soils situated between the pavement surface and a surface water collection system, wetland, stream, or river. VFS accept overland sheet flow runoff from adjacent impervious area. VFS function by slowing velocities,trapping sediment and other pollutants,and providing some infiltration and biologic uptake. 14. Describe the conveyance system analysis and design. For the purpose of determining applicability of the Minimum Requirements, existing impervious area consisting of compacted gravel is considered new impervious and new PGIS whenever it is upgraded t9„asphalt. This applies to PBRII where the existing shoulders consisting of 2 feet of pavement and -2—feet orcompacted gravel will be paved as a 4 foot shoulder. However, for the purpose of conveyance design, the change in surface material from,.grev„ei to asphalt results ip little to no_ change in.the,volume of storm water runoff generated by the roadway when using the Rational Method to determine design flows. Therefore a qualitative design approach based on known maintenance issues associated with the existing drainage facilities was taken to design the proposed conveyance system. The existing drainage facilities were evaluated through a series of field visits to identify existing conditions and to evaluate solutions for known maintenance problems.The observations from these visits were then used to guide the design of proposed 9 Stormwater Site Plan DCD—rev.5/28/2014 facilities which for the most part consists of drainage ditches adjacent the roadway.The proposed drainage ditches were sized to have an equivalent or greater hydraulic capacity as the existing ditches. 15. Describe the source of fill material, physical characteristics of fill material,and deposition of excess material. Fill material will consist of commercially imported gravel and sands with varying fine contents. The 2014 WSDOT Standard Specifications identifies typical fill material as common and select borrow. Material excavated on site will likely be wasted offsite unless it is determined by the Engineer to be suitable for embankment construction. 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. All placement and compaction of material will be in accordance with the 2014 WSDOT Standard Specifications for Road, Bridge and Municipal Construction which meets or exceeds the Uniform Building Code requirements. 17. Describe the proposed surfacing material. Surfacing material will consist of commercially imported gravel and sands with varying fine contents.The 2014 WSDOT Standard Specifications indentifies this typical surfacing material as crushed surfacing. 1!2 C tat.55 y H1 rQ 18. Describe methods for restoration of the`site. 040+m Permanent restoration will include top soiling where shown on the plans and grass seeding applied hydraulically with a bonded fiber matrix mulch and tackifier.Temporary soil stabilization will include temporary seeding,tackifier applied hydraulically,and straw cover. 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. The Public Works Roadway Maintenance Department will mow VFSs during regularly scheduled shoulder mowing. 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. HRM Figures 3-1, 3-2,and 3-3 HRM Stormwater Design Documentation 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. A NPDES Construction Stormwater Permit issued by the Washington State Department of Ecology is required. Stormwater Site Plan DCD—rev.5/28/2014 10 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. Detailed descriptions of the 13 Elements are found at Volume II Section 3.3.3 of the Manual (beginning on page 3-11). 13 Required Elements—Construction SWPPP 1. Mark Clearing Limits. To protect adjacent properties and to reduce the area of soil exposed to construction, the limits of construction will be clearly marked before land-disturbing activities begin. Trees that are to be preserved, as well as all sensitive areas and their buffers, shall be clearly delineated, both in the field and on the plans. In general,natural vegetation and native topsoil shall be retained in an undisturbed state to the maximum extent possible. The BMPs relevant to marking the clearing limits that will be applied for this project include: • Preserving Natural Vegetation(BMP 5-1.1.5) 1- • High Visibility Plastic or Metal Fence(BMP 5-1.1.x) • Silt Fence(BMP 5-1.1.31) Clearing limits shall be marked in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans.High visibility silt fence shall be installed to delineate sensitive areas where natural vegetation shall not be disturbed. Silt fencing shall be installed to prevent turbid water from discharging down embankment slopes or into existing culverts.The location of high visibility fencing and silt fencing shall be as shown in the Contract Plans or as designated by the Engineer.To the maximum extent feasible,work shall be phased to minimize exposed soil thereby preserving natural vegetation and providing source control. 2. Establish Construction Access. The construction work zone will be continuous along the existing roadway alignment.A specific construction access point requiring stabilization is not anticipated. To prevent the transport of sediment and other debris off the project site, street cleaning shall be required in accordance with WSDOT Standard Specification Section 8-01.3(8)and as identified in the Contract Plans. The specific BMP related to establishing construction access that will be used on this project include: • Street Cleaning(BMP 5-1.1.18) 3. Control Flow Rates. In order to protect the properties and waterways downstream of the project site, stormwater discharges from the site will be controlled. The specific BMPs for flow control that shall be used on this project include: • Check Dams(BMP 5-1.1.26) • Triangular Silt Dike(Geotextile-Encased Check Dam; BMP C208) • Outlet Protection(BMP 5-1.1.27) Flow rate control BMPs shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. Triangular silt dikes shall be installed at a spacing of 50 to 100 feet in graded ditches to attenuate peak velocities and promote Stormwater Site Plan DCD-rev 5/26/2014 11 settlement of silt from turbid stormwater. Non-biodegradable check dams shall be installed at ditch outlets to attenuate peak velocities and promote settlement of silt from turbid stormwater. Check dams will also provide outlet protection through increased damming time and through energy dissipation prior to dispersion into preserved vegetation. 4. Install Sediment Controls. All stormwater runoff from disturbed areas shall pass through an appropriate sediment removal BMP before leaving the construction site. The specific BMPs to be used for controlling sediment on this project include: • Silt Fence(BMP 5-1.1.31) • Check Dam(BMP 5-1.1.26) • Triangular Silt Dike(Geotextile-Encased Check Dam; BMP C208) • Outlet Protection(BMP 5-1.1.27) • Storm Drain Inlet Protection(BMP 5-1.1.34) Sediment control BMPs shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. Triangular silt fences shall be installed at a spacing of 50 to 100 feet in graded ditches to attenuate peak velocities and promote settlement of silt from turbid stormwater. Non-biodegradable check dams shall be installed at ditch outlets to attenuate peak velocities and promote settlement of silt from turbid stormwater.Check dams will also provide outlet protection through increased damming time and through energy dissipation prior to dispersion into preserved vegetation. Storm drain inlet protection shall be installed to prevent coarse sediment from entering an operational drainage system. 5. Stabilize Soils. Exposed and unworked soils shall be stabilized with the application of effective BMPs to prevent erosion throughout the life of the project. The specific BMPs for soil stabilization that shall be used on this project include: • Preserving Natural Vegetation(BMP 5-1.1.5) ° Qf ns4.1 L t0.-kns,g P S-t, • Temporary and Permanent Seeding(BMP 5-1.1.8) • 'vsrF be c,c`t I -}t*e yN A9c,30 • Hydraulically-Applied Erosion Control Products(HECPs)(BMP5-1.1.13) • Tackifier and polyacrylamide(BMP 5-1.1.14) • Top soiling (BMP 5-1.1.15) • Dust Control(BMP 5-1.1.21) • Check Dam(BMP 5-1.1.26) • Triangular Silt Dike(Geotextile-Encased Check Dam) Soil stabilization shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. Unworked exposed soil and erodible earth shall be covered within 7 days when working between May 1 and September 30. Permanent soil stabilization shall include top soiling where shown on the plans and grass seeding applied hydraulically with a bonded fiber matrix mulch and tackifier.Temporary soil stabilization shall include temporary seeding,tackifier applied hydraulically, and straw cover. Other soil stabilization BMPs shall include preserving natural vegetation, installing check dams,and controlling dust using water. 6. Protect Slopes. All cut and fill slopes will be designed, constructed, and protected in a manner that minimizes erosion. The following specific BMPs will be used to protect slopes for this project: 12 Stormwater Site Plan DCD—rev.5/28/2014 • Temporary and Permanent Seeding(BMP 5-1.1.8) • Hydraulically-Applied Erosion Control Products(HECPs) (BMP5-1.1.13) • Tackifier and polyacrylamide(BMP 5-1.1.14) • Conveyance Channel Stabilization(BMP 5-1.1.16) Slope protection shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans.Unworked exposed soil and erodible earth shall be covered within 7 days when working between May 1 and September 30. Permanent soil stabilization shall include top soiling where shown on the plans and grass seeding applied hydraulically with a bonded fiber matrix mulch and tackifier.Temporary soil stabilization shall include temporary seeding,tackifier applied hydraulically,and straw cover. Other soil stabilization BMPs shall include preserving natural vegetation,installing check dams, and controlling dust using water. 7. Protect Drain Inlets. All storm drain inlets and culverts made operable during construction shall be protected to prevent unfiltered or untreated water from entering the drainage conveyance system. However, the first priority is to keep all access roads clean of sediment and keep street wash water separate from entering storm drains until treatment can be provided. Storm Drain Inlet Protection (BMP 5-1.1.34) and Silt Fence (BMP 5-1.1.31) will be implemented for all drainage inlets and culverts that could potentially be impacted by sediment-laden runoff on and near the project site. The following inlet protection measures will be applied on this project • Storm Drain Inlet Protection(BMP 5-1.1.34) • Silt Fence(BMP 5-1.1.31) • Check Dam(BMP 5-1.1.26) • Triangular Silt Dike(Geotextile-Encased Check Dam;BMP C208) Inlet protection shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. Inlets in existing paved areas shall be protected using a below inlet grate device with overflow bypass. Culverts shall be protected using silt fences and check dams in channels.Culverts located at the bottom of an embankment slope shall be protected using silt fences. 8. Stabilize Channels and Outlets. Where site runoff is to be conveyed in channels, or discharged to a stream or some other natural drainage point, efforts will be taken to prevent downstream erosion. The specific BMPs for channel and outlet stabilization that shall be used on this project include: • Temporary and Permanent Seeding(BMP 5-1.1.8) • Hydraulically-Applied Erosion Control Products(HECPs)(BMP5-1.1.13) • Tackifier and polyacrylamide(BMP 5-1.1.14) • Conveyance Channel Stabilization(BMP 5-1.1.16) • Outlet Protection(BMP 5-1-1.27) 3 c,�,/iv-TrA . `+�..,(f i. wl- ~;n,(cC'(f� c t. ,�'e 01,111, )o�c�1' ,� • Triangular Silt Dike(Geotextile-Encased Check Dam; BMP C208) Channel and outlet stabilization shall be in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. Unworked exposed soil and erodible earth in channels shall be covered within 7 days when working between May 1 and September 30. Permanent soil stabilization shall include grass seeding applied hydraulically with a bonded fiber matrix mulch and tackifier.Temporary soil stabilization shall include temporary seeding,tackifier applied hydraulically, and straw cover.Other soil stabilization BMPs shall include preserving natural vegetation, installing check dams,and triangular silt dikes. 13 Stormwater Site Plan DCD—rev.5/28/2014 9. Control Pollutants. All pollutants, including waste materials and demolition debris, that occur onsite shall be handled and disposed of in a manner that does not cause contamination of stormwater. Good housekeeping and preventative measures will be taken to ensure that the site will be kept clean,well organized,and free of debris. If required, BMPs to be implemented to control specific sources of pollutants are discussed below. Vehicles,construction equipment, and/or petroleum product storage/dispensing: • All vehicles, equipment,and petroleum product storage/dispensing areas will be inspected regularly to detect any leaks or spills,and to identify maintenance needs to prevent leaks or spills. • On-site fueling tanks and petroleum product storage containers shall include secondary containment.. • Spill prevention measures,such as drip pans,will be used when conducting maintenance and repair of vehicles or equipment. • In order to perform emergency repairs on site,temporary plastic will be placed beneath and, if raining, over the vehicle. • Contaminated surfaces shall be cleaned immediately following any discharge or spill incident.Chemical storage: The Contractor shall prepare an SPCC Plan according to the Washington State Department of Transportation (WSDOT) Requirements(see the WSDOT Standard Specifications for Road,Bridge,and Municipal Construction 2014). 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). There will be no dewatering as part of this construction project. 11. Maintain Best Management Practices(BMPs). A Certified Erosion and Sediment Control Lead (CESCL) must perform weekly site inspections per 8-01.3(1)B of the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction 2014. The on-site TESC plan and BMPs on-site must be adapted and maintained based on site conditions,weekly site inspection findings,and discharge sample values. All temporary and permanent erosion and sediment control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMPs specification. All temporary erosion and sediment control BMPs shall be removed within 30 days after the final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil resulting from removal of BMPs or vegetation shall be permanently stabilized. 12. Manage the Project. Erosion and sediment control BMPs for this project have been designed based on the following principles: • Design the project to fit the existing topography, soils,and drainage patterns. • Emphasize erosion control rather than sediment control. • Minimize the extent and duration of the area exposed. • Keep runoff velocities low. • Retain sediment on site. • Thoroughly monitor site and maintain all ESC measures. Stormwater Site Plan DCD—rev.5/28/2014 14 • Schedule major earthwork during the dry season. • As this project site is located west of the Cascade Mountain Crest, the project will be managed according to the following key project components: Phasing of Construction • The construction project is being phased to the extent practicable in order to prevent soil erosion,and,to the maximum extent possible,the transport of sediment from the site during construction. • Revegetation of exposed areas and maintenance of that vegetation shall be an integral part of the clearing activities during each phase of construction. Inspection and Monitoring • All BMPs shall be inspected, maintained,and repaired as needed to assure continued performance of their intended function. Site inspections shall be conducted by a person who is knowledgeable in the principles and practices of erosion and sediment control. This person has the necessary skills to: o Assess the site conditions and construction activities that could impact the quality of stormwater, and o Assess the effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. • A Certified Erosion and Sediment Control Lead shall be on-site or on-call at all times. • Whenever inspection and/or monitoring reveals that the BMPs identified in this SWPPP are inadequate, due to the actual discharge of or potential to discharge a significant amount of any pollutant,appropriate BMPs or design changes shall be implemented as soon as possible. Maintaining an Updated Construction SWPPP • This SWPPP shall be retained on-site or within reasonable access to the site. • The SWPPP shall be modified whenever there is a change in the design,construction,operation,or maintenance at the construction site that has, or could have,a significant effect on the discharge of pollutants to waters of the state. The SWPPP shall be modified if, during inspections or investigations conducted by the owner/operator,or the applicable local or state regulatory authority, it is determined that the SWPPP is ineffective in eliminating or significantly minimizing pollutants in stormwater discharges from the site. The SWPPP shall be modified as necessary to include additional or modified BMPs designed to correct problems identified. Revisions to the SWPPP shall be completed within seven(7)days following the inspection. 13. Protect Low Impact Development BMP's Low-Impact Development(LID) BMPs shall be protected during construction activity to prevent impacts from sedimentation and soil compaction.The BMPs relevant to protecting LID BMPs that will be applied for this project include: • Preserving Natural Vegetation(BMP 5-1.1.5) • High Visibility Plastic or Metal Fence(BMP 5-1.1.31) • Silt Fence(BMP 5-1.1.31) LID BMPs shall be installed in accordance with WSDOT Standard Specification Section 8-01 and the Contract Plans. High visibility silt fence shall be installed to prevent disturbing sensitive natural vegetation where dispersion occurs. Silt fencing shall be installed to prevent turbid water from discharging down embankment slopes in native vegetation where dispersion occurs. The location of high visibility fencing and silt fencing shall be as shown in the Contract Plans or as designated by the Engineer. To the maximum extent feasible,work shall be phased to minimize exposed soil thereby preserving natural vegetation and providing source control. Stormwater Site Plan DCD—rev.5/28/2014 15 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). The environmentally sensitive areas identified in 3a, forested areas, and adjacent residential development will be protected for affects related to site disturbance. b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). A description of the typical downstream drainage path is as follows: • Stormwater from Paradise Bay Rd is collected and conveyed in drainage ditches. • Drainage ditches discharge to adjacent forest areas. • Runoff not infiltrated into the forest areas either enters streams that flow to the Puget Sound or is collected in culverts crossing under Paradise Bay Rd. • Runoff conveyed in cross culverts discharge to forest areas where runoff not infiltrated enter nature channels that discharge to the Puget Sound. 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. A wetland exists on the north and south side of Paradise Bay Rd near station 36+75 (MP 0.69) and has been identified in Jefferson County's Critical Area map as an environmentally sensitive area.There are two un-named streams within the project limits - station 36+75 (MP 0.69) and station 75+80 (MP 1..43). The Washington State Department of Natural Resources has classified these streams as Type F meaning the streams are known to or meet the physical criteria to be potentially used by fish. Fish streams may or may not have flowing water all year;they may be perennial or seasonal. b. Description of special requirements for working in or near environmentally sensitive areas. Work occurring near sensitive areas will be protected using BMPs. High visibility silt,fence shall be installed to delineate sensitive areas where natural vegetation shall not be disturbed. Silt fencing shall be installed to prevent turbid water from discharging down embankment slopes or into existing culverts.The location of high visibility fencing and silt fencing shall be as shown in the Contract Plans or as designated by the Engineer.To the maximum extent feasible,work shall be phased to minimize exposed soil thereby preserving natural vegetation and providing source control. 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). Excavation exposing native soils with high silt content will require temporary stabilization to provide source control of erosion. Silts can be difficult to settle and separate from turbid storm water runoff due to the fine particle nature of silts and the tendency for silts to stay suspended in the stormwater. 5. Construction Phasing. a. Construction sequence • Shift traffic north&construct south side work • Stabilize south side • Shift traffic south&construct north side work • Stabilize north side • Final overlay • Final striping Stormwater Site Plan DCD—rev.5/28/2014 16 b. Construction phasing(if proposed) Construction will be completed in a single phase during the dry season. 6. Construction Schedule. Wet season is October 1 through April 30(page 2-20 of the Manual). Provide a proposed construction schedule. • 1st Working Day—May 1 • Complete South Side Work—June 30 • Complete North Side Work—August 30 • Complete Overlay—September 11 • Complete Striping—September 18 • Physical Completion—September 30 11. Wet Season Construction Activities. a. Proposed wet season construction activities. Incidental punch-list items. b. Proposed wet season construction activities for environmentally sensitive areas. None 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. A performance and payment bond will be secured by the Contractor. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. The Contractor will carry builder risk and general liability insurance policies per contract requirements. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following, if applicable. a. Sediment Ponds/Traps. None b. Diversions. None c. Waterways. None d. Runoff/Stormwater Detention Calculations None Stormwater Site Plan DCD—rev.5/28/2014 17 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 DCD—rev.5/28/2014 18 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 signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. 44 /W R PRo[E 1 M AtM 62 4-Z- 14 DO (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: Stormwater Site Plan DCD—rev.5/28/2014 19 N •d a 'AA fA y J 8,d d' ✓ yA '" 'wc*' 4 af 0" k s x E & 4 O� a� e ' : r � v sur � ki7 -S It rq �' ,ate) C p xr' ' .€ x ,,r" 7 ea 0 0 N l '' € d m z f o d '' t 0 i3 oO 4 �. ? i � s' N y N U u � T X' i 7 O m d � ' ? v O c a E E 5 c d E w o o 0 a m-0 of m d d 'O a .d. a g m awi o rn m i+i – c m (V v a 3. 0 rod E C..a'a N ` In "o .'c. EUa) nE w re CC O N O C 0 d U O. N Lail vY. = Z N — r2 a: C O 0 d 0? 3 d E•W fO 0. O z E O N> O J FD d Ud d 2 N E d J . r E d d s Q W 'O n O " 0OC E C d C N N . . E C #O r m a O N (O r CO CO (O AI N N N E p 2 c 0. N Z N 0 r g g d v z. I 2`2'2 ci<17;1.2 ../ W ■O d N N C N ‘- co o. G. () SS E a E ' QaN a+ x 2 2 7 u 0 0 3 ° c � o� � o 0. 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Public Works Director/County Engineer Date: May 16,2014 �7 M T IE o: Ms. Stacie Hoskins,Planning Manager `" Jefferson County Department of Community Development JUN _ 3 2014 From: John Wayand, Project Manager Jefferson County Department of Public Works JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT Re: Paradise Bay Road,Phase II,CR1873 Co. Rd.No. 503608 M.P.0.37 to M.P. 1.53 Shoreline Substantial Development Permit Exemption SEPA Categorical Exemption Critical Areas Review Exemption Jefferson County Public Works is requesting a Shorelines Development Permit Exemption,Categorical Exemption from SEPA threshold determination,and exemption from Critical Areas Review for the above referenced project. Bay Road,Phase II project is located in the Port Ludlow area on Paradise Bay Road, in Sections 17 The Paradise y p J y , & 16,T28N, R1E,W.M. This project begins at M.P. 0.37,approximately 320'southerly of Ludlow Creek and ends at M.P. 1.53,near the Teal Lake Road intersection. This roadway project is approximately 1.17 miles(6,175 feet)long The existing traveled way of Paradise Bay Road is approximately 22 feet wide with 2 feet wide shoulders. This project will preserve&rehabilitate the asphalt roadway surface,maintain the traveled way at 22feet,widen and pave the shoulders to 4 feet,improve sight distance by lowering the roadway profile at one crest vertical curve near Edgewood Drive,and improve the drainage,signing,striping,and guardrail facilities. One location at M.P.0.67 lies within the 200 feet shoreline jurisdiction limits,where it crosses an unnamed drainage(DNR Type 3)which is shown as wetlands on the Jefferson County environmentally sensitive areas maps.This drainage flows through an existing 36"culvert under the roadway;no improvements or changes will be made to this culvert as part of this project. All other segments of the project lie outside the shorelines jurisdiction areas with reference to Port Ludlow Bay(suburban designation). Ms.Stacie Hoskins May 16,2014 2 SHORELINES Jefferson County Public Works recommends that the project be considered exempt from acquiring a Shoreline Substantial Development Permit(SDP),as it meets the following requirements: •WAC 173-27-040(2Xb)and Jefferson County Code Exemptions 18.25.560(2): (b)Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. "Normal maintenance"includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair"means to restore a development to a state comparable to its original condition. includinzbut not limited to its size, shape configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse eects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of re air or the '' o structure or develo'men!and the re,lacement structure or develo amen:is comparable to the on:final structure or develo'men!includin: but not limited to its size shape configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment: ♦Jefferson County Code,section 18.22.070 Critical Areas-General Exemptions: 3)Maintenance or reconstruction of existingpublic or private roads,paths, bicycle ways, trails, bridges, and associated storm drainage facilities when undertaken pursuant to best management practices to minimize impacts to critical areas and to immediately restore any disturbed critical area or its buffer; provided that reconstruction does not involve expansion offacilities. 4)Maintenance and repair of existing drainage facilities or systems, including, but not limited to. ditches, culverts, catch basins, an outfalls when undertaken pursuant to best management practices to minimize impacts to critical areas and immediately to restore any disturbed critical area or its buffer. 5) Utility activities, when undertaken pursuant to best management practices to minimize impacts to critical areas and immediately to restore any disturbed critical area or its buffer: (a)Normal and routine maintenance or repair of existing utility facilities or rights-of-way. (b)Installation, construction relocation an replacement. operation.repair or alteration of all utility lines, equipment, or appurtenances, not including substations, in improved road rights-of way. Consistent with JCC 18.25.550 and per JCC 18.25.620(1),Determinations of the administrator regarding the geographic applicability of this master program,permit exemptions and application submittal requirements shall be processed as Type I decisions pursuant to Chapter 18.40 JCC. Based on our review,Jefferson County Public Works will be complying with the Shoreline Master Program standards. Jefferson County Public Works will also be applying for a Jefferson County Substantial Development Permit Exemption. e t Exem.p GRADING AND EXCAVATION AND STORMWATER MANAGEMENT STANDARDS Jefferson County Public Works has reviewed the following sections of the Jefferson County Code: JCC 18.30.060 Grading and excavation standards JCC 18.30.070 Stormwater management standards Ms.Stacie Hoskins May 16,2014 3 This project will include approximately 3,671 C.Y.of excavation and 298 C.Y. of fill,and approximately 75,000 SF(1.72 ac.)of land-disturbing activities;this area includes all proposed shoulder pavement,ditches,and roadway slopes. These amounts exceed the 500 C.Y. limit for grading and the 7,000 S.F. limit for land-disturbing activities. Based on our review,Jefferson County Public Works will be complying with the grading and excavation standards. Jefferson County Public Works will also be applying for a Jefferson County Stormwater Management Permit. Jefferson County Public Works has reviewed the requirements for the Washington State Dept.of Ecology's Construction Stormwater General Permit as follows: Clearing,grading and/or excavation that results in the disturbance of one or more acres and discharges stormwater to surface waters of the State;and clearing,grading and/or excavation on sites smaller than one acre that are part of a larger common plan of development or sale, if the common plan of development or sale will ultimately disturb one acre or more and discharge stormwater to surface waters of the State. Jefferson County Public Works will also be applying for a Department of Ecology N.P.D.E.S.Construction Stormwater General Permit,as the clearing,grading,an excavating activities will disturb more than one acre. SEPA Jefferson County Public Works recommends that the project be considered Categorically Exempt from threshold determination requirements(SEPA), as it meets the following requirements: •WAC 197-11-800 as follows: (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: (I) ' 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 rights of way, widening of a highway by less than a single lane width where capacity is not significantly increased and no new right o f way is required, adding auxiliary lanes for localized purposes. (weaving, climbing speed change etc. where capacity is not signi tcantly increased and no new right of way is required. • Ms.Stacie Hoskins May 16,2014 4 channelization and elimination of sight restrictions at intersections, street lighting,guard rails and barricade installation installation o catch basins and culverts and reconstruction o existin• 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. t,.; (3)Repair,remodeling and maintenance activities. The following activities shall be categorically exempt: The repair. remodeling maintenances or minor alteration of existing private or public structures,facilities or equipment, including utilities, involving no material expansions or changes in use beyond that previously existing.except that, where undertaken wholly or in part on lands covered by water, only minor repair or replacement of structures may be exempt(examples include repair or replacement of ramps,floats, or mooring buoys, or minor repair, alteration, or maintenance of docks). The following maintenance activities shall not be considered exempt under this subsection: (a)Dredging; (b)Reconstruction/maintenance of groins and similar shoreline protection structures;or (c)Replacement of utility cables that must be buried under the surface of the bedlands. Repair/rebuilding of major dams, dikes, and reservoirs shall also not be considered exempt under this subsection. CRITICAL AREAS Attached for your reference,are copies of the environmentally sensitive areas maps from the Jefferson County GIS network maps. Items of note based on these maps: •This project is crossed by a DNR Type 3 drainage and a wetland at M.P. 0.67. •This project is crossed by a DNR Type 3 drainage at M.P. 1.41. •There appear to be no Marbled Murrelets,Spotted Owls,or Bald Eagle Nests within or near the project area. •There appear to be no Priority Habitats and Species within the project area. Jefferson County Public Works recommends that the project be exempt from a Critical Areas Review. Jefferson County Public Works requests that the Department of Community Development indicate their concurrence with this analysis by signing below and returning this memo to Jefferson County Public Works. If you have any questions or comments,please contact me at 385-9377 or jwayand@co.jefferson.wa.us. Based on the analysis presented in this memo,the Department of Community Development concurs that the referenced project is exempt from obtaining a Shorelines Substantial Development Permit,Categorically Exempt from(SEPA)threshold determination requirements,and exempt from a Critical Areas Review. The project will be subject to review and approval of a stormwater permit and Shoreline SDP exemption approval by Jefferson County DCD. For the Department of Community I-velopment Date . . , , , , „, ,,,,, - ... .....*. : -..: .. .. .'. : : : •': '.'': : :': - : : ' %: : ':':'' " .••.. " .. 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Paradise Bay Road—adjoining golf course s 'x, q ali ,' • 1 1 Paradise Bay Road—Teal Lake road intersection,real estate office r ,...... „........._, .........„... ,, , , -._ .,,_, .„, ,.., ._., z. . _ _, ,.. , .... _ , e „...........,... .....„ . , ,......; , ... ~`j~' �%Y '•,-... ; 414 lilt- 9 w ' -4 q► ..b Olt ......"" „. �� t � Paradise Bay Road—Windrose Drive intersection,End of Project,looking easterly �gON �. - I °�� JEFFERSON COUNTY S DPI DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.jefferson.wa.us/communitydevelopment 1,10..c° Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(a?co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: 14 LILA Project Description(include separate sheets as necessary): Paradise Bay Road, Phase II (see attached) Tax Parcel Number: 000000230 (county road) Property Size: 5.18 aC./225,5504(acres/square feet) Site Address and/or Directions to Property: Paradise Bay Road, County Road No. 503608 Property Owner(e)of Record: Jefferson County Telephone:360-385-9377 Fax: email: iwayand @co.jefferson.wa.us Mailing Address: 623 Sheridan Street,Port Townsend,WA.98368 Applicant/Agent(if different from owner): Telephone: Fax: email: — C Mailing Address: ^ F�NI=�II FE What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ' ❑Building ❑Critical Areas Stewardship PI4 ❑ Demolition Permit ❑Variance(Minor, Major or Re- Mn - Eccl tic Us ) 2014 ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),o. •] ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed, n--t)assification --f ❑ Commercial* ❑Special Use(Essential Public aciliti-s JEFFERSON COUNTY ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** DEPT.OF COMMUNITY DEVELOPMENT ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign ❑Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑Plat Vacation/Alteration** Stormwater Management B Shoreline Master Program Exemption/Permit Revisions** D 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 other 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 Date: By signing this application form,the owner/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 material 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 and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applic tionitat he or she wants prior notice. Signature: �j! •• �i .J Ea' ,*1`n/A-1 8L Date: $- 2 6—if- The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate 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 compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer le respo sibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: 4t*Jfa' JNMI/1yG1L Date: 5-2�—i�f 07/24/2013 BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel 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: PHONE: FAX: (360-315-9377 ( ) MAILING ADDRESS: 623 Sheridan Street, Port Townsend,WA.98368 EMAIL: jwayand @co.jefferson.wa.us CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE (360-3$5-9377 FAX:( ) MAILING ADDRESS: 623 Sheridan Street,Port Townsend,WA.98368 EMAIL jwayand @co.jefferson.wa.us Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ❑ Wood Existing: ❑ Sewer Addition ❑ Steel Proposed: Bank [1 Community System Alteration/Remodel ❑ Concrete Total: Height: o Individual System Repair C Masonry SEP Permit# Demolition Other: Bedrooms: Water Supply: Existing: Setback: UI Private well ❑ Two Party Type of Heat: Proposed:Total: `' Public 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 and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telleP knaT retaWtoH 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 Amount Revision Main Floor Heated EH Bld App Review: 2na Floor Heated Consistency Review: Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: .Fair market value of all labor and materials foundation to finish Initials: 07/24/2013 t y M Paradise Bay Road, Phase II,CR1873 Project Description The Paradise Bay Road,Phase II project is located in the Port Ludlow area on Paradise Bay Road, in Sections 17& 16,T28N,R1E, W.M. This project begins approximately 320' southerly of Ludlow Creek (M.P. 0.37)and ends near the Teal Lake Road intersection(M.P.1.53). This roadway project is approximately 1.17 miles(6,175 feet)long The existing traveled way of Paradise Bay Road is approximately 22 feet wide with 2' shoulders. This project will preserve&rehabilitate the asphalt roadway surface,maintain the traveled way at 22',widen and pave the shoulders to 4 feet, improve sight distance by lowering the profile of one vertical curve,and improve the drainage, signing, striping, and guardrail facilities. AGENCY USE ONLY � I , Date received: US Army Corps • WASHINGTON STATE of B Engineers Joint Aquatic Resources Permit Agency reference#: Application (JARPA) Form1�2 Tax rave,#( ): USE BLACK OR BLUE INK TO ENTER ANSWERS IN THE WHITE SPACES BELOW. I 1 1 � Part 1—Project Identification 1. Project Name (A name for your project that you create.Examples:Smith's Dock or Seabrook Lane Development) [help] Paradise Bay Road, Phase II E C 2 n VIE Part 2—Applicant JUN - 3 2014 (j The person and/or organization responsible for the project. (help] JEFFERSON COUNT/ 2a. Name (Last, First, Middle) DEPT OF COMMUNIIYDEVEI.OpME Wayand, John 2b. Organization (If applicable) Jefferson County Public Works 2c. Mailing Address (Street or PQ Box) 623 Sheridan Street 2d. City, State, Zip Port Townsend, WA. 98368 2e. Phone(1) 2f. Phone(2) 2g. Fax 2h. E-mail (360-385-9377) ( ) (360-385-9234) jwayand @co.jefferson.wa.us Additional forms may be required for the following permits: • If your project may qualify for Department of the Army authorization through a Regional General Permit(RGP),contact the U.S.Army Corps of Engineers for application information(206)764-3495. • If your project might affect species listed under the Endangered Species Act,you will need to fill out a Specific Project Information Form(SPIF)or prepare a Biological Evaluation. Forms can be found at http://www.nws.usace.army.mil/Missions/CivilWorks/Reou latory/PermitGu idebook/EndanoeredSpecies.aspx. • Not all cities and counties accept the JARPA for their local Shoreline permits. If you need a Shoreline permit,contact the appropriate city or county government to make sure they accept the JARPA. 2To access an online JARPA form with[help]screens,go to http://www.epermittinq.wa.00v/site/alias resourcecenter/iarpa iarpa form/9984/iarpa form.aspx. For other help,contact the Governor's Office for Regulatory Innovation and Assistance at(800)917-0043 or help @ora.wa.00v. JARPA Revision 2012.2 Page 1 of 19 p s 1A ii y .rxt v .. Part 3—Authorized Agent or Contact -. Person authorized to represent the applicant about the project. (Note: Authorized agent(s) must sign 11 b of this application.) [help] 3a. Name (Last, First, Middle) N/A 3b. Organization (If applicable) 3c. Mailing Address (Street or PO Box) 3d. City, State, Zip 3e. Phone(1) 3f. Phone(2) 3g. Fax 3h. E-mail ( ) ( ) ( ) Part 4—Property Owner(s) Contact information for people or organizations owning the property(ies) where the project will occur. Consider both upland and aquatic ownership because the upland owners may not own the adjacent aquatic land. [help] ® Same as applicant. (Skip to Part 5.) ® Repair or maintenance activities on existing rights-of-way or easements. (Skip to Part 5.) ❑ There are multiple upland property owners. Complete the section below and fill out JARPA Attachment A for each additional property owner. ❑ Your project is on Department of Natural Resources (DNR)-managed aquatic lands. If you don't know, contact the DNR at (360) 902-1100 to determine aquatic land ownership. If yes, complete JARPA Attachment E to apply for the Aquatic Use Authorization. 4a. Name (Last, First,Middle) 4b. Organization (If applicable) 4c. Mailing Address (Street or Po Box) 4d. City, State, Zip. 4e. Phone(1) 4f. Phone(2) 4g. Fax 4h. E-mail ) JARPA Revision 2012.2 Page 2 of 19 Part 5—Project Location(s) Identifying information about the property or properties where the project will occur. fhelol ❑ There are multiple project locations (e.g. linear projects). Complete the section below and use JARPA Attachment B for each additional project location. 5a. Indicate the type of ownership of the property. (Check all that apply.) fhelpl ❑ Private ❑ Federal ® Publicly owned (state,county, city,special districts like schools, ports, etc.) ❑ Tribal ❑ Department of Natural Resources (DNR) —managed aquatic lands (Complete JARPA Attachment E) 5b. Street Address (Cannot be a PO Box. If there is no address, provide other location information in 5p.) (helot Paradise Bay Road, Milepost 0.37 to Milepost 1.53 5c. City, State, Zip(If the project is not in a city or town, provide the name of the nearest city or town.) lbejpi Port Ludlow, WA., 98365 5d. County thelol Jefferson County 5e. Provide the section, township, and range for the project location. riftiaj 1/4 Section Section Township Range SE 1/4, Sec. 17 Sec. 17 and Sec. 16 T 28 N R 1 E, W.M. SW IA Sec. 16 5f. Provide the latitude and longitude of the project location. Lt@ipj • Example:47.03922 N lat./-122.89142 W long. (Use decimal degrees-NAD 83) 47.91412 Lat., -122.69219 Long. 5g. List the tax parcel numbers) for the project location. fhelo] • The local county assessor's office can provide this information. 000000230 (county road) 5h. Contact information for all adjoining property owners. (If you need more space, use JARPA Attachment C.) [hglpJ Name Mailing Address Tax Parcel#(if known) (See Attachment C) JARPA Revision 2012.2 Page 3 of 19 • 51. List all wetlands on or adjacent to the project location. [help] This roadway project crosses an unnamed drainage (DNR Type 3/Type F), which is denoted as a wetland on Jefferson County's environmentally sensitive areas maps. The drainage passes through an existing 36" dia. culvert underneath Paradise Bay Road at Mile Post 0.67. There are no construction activities planned for this culvert or within the wetland area during this project. 5j. List all waterbodies (other than wetlands) on or adjacent to the project location. [help] This roadway project crosses two unnamed drainages (DNR Type 3/Type F), one at Mile Post 0.67 and one at Mile Post 1.41. The drainage at Mile Post 0.67 passes through an existing 36" dia. culvert and the drainage at Mile Post 0.67 passes through an existing 30" dia. culvert. 5k. Is any part of the project area within a 100-year floodplain? [help] ❑ Yes ® No ❑ Don't know 51. Briefly describe the vegetation and habitat conditions on the property. [help] The vegetation and habitat adjoining the roadway consist of forests (mixed coniferous and deciduous trees), grass lawns, landscaped areas, drainages, and one drainage/wetland. 5m. Describe how the property is currently used. Ihebpt This property is used for public road purposes. The right-of-way containing the road is used for road purposes, utilities (electric, phone, cable tv, sanitary sewer, and storm water), and a portion is undeveloped. 5n. Describe how the adjacent properties are currently used. [help] The property adjoining the road right-of-way is used for residential (single-family and multi-family), recreation (golf)), commercial (real estate office, telecommunications office/shop), and open space purposes. There are existing single-family, multi-family, and commercial buildings adjoining the project road right-of-way. So. Describe the structures (above and below ground) on the property, including their purpose(s) and current condition. [help] There are no existing buildings on the property. There is an asphalt paved road, roadway ditches, nine culverts that cross under Paradise Bay Road, driveway and cross road culverts, sanitary sewer manholes, storm sewer manholes & catch basins, water lines/valves, fire hydrants,telephone vaults, power and telephone poles/lines, guardrail, light poles, sign structures, landscaping walls, trails, and sidewalks. 5p. Provide driving directions from the closest highway to the project location, and attach a map. [help] From the SR19/Oak Bay Road intersection, travel easterly along Oak Bay Road for approximately 1.36 miles to JARPA Revision 2012.2 Page 4 of 19 the Paradise Bay Road intersection. Turn right on Paradise Bay Road,travel 0.37 miles to the beginning of project at Mile Post 0.37, approximately 320' southerly of Ludlow Creek. The project extends approximately 1.17 miles southerly and easterly to Mile Post 1.53 near the Teal Lake Road intersection. Part 6—Project Description 6a. Briefly summarize the overall project. You can provide more detail in 6b. thelgl This project will repave the asphalt roadway surface of Paradise Bay Road for 1.17 miles, the traveled way width will remain at the existing 22' width,widen and pave the shoulders from 2' wide to 4' wide, improve sight distance by lowering the roadway profile of one crest vertical curve, add a short right turn lane at one cross road, and improve the drainage, signing, striping, guardrail facilities, and other minor work. This project is scheduled for construction in 2015. 6b. Describe the purpose of the project and why you want or need to perform it. [help] The primary purpose of this project is to preserve & rehabilitate the deteriorated asphalt roadway of Paradise Bay Road for 1.17 miles. Additionally, the existing 2' wide shoulders are not wide enough for safe non-motorized use and need to be widened to 4' wide. The crest vertical curve just westerly of the Edgewood Drive intersection needs to be lowered by approximately 2' to improve the intersection sight distance at the Edgewood Drive intersection. A short right turn lane needs to be constructed along Paradise Bay Road, at the west side of the Edgewood Drive intersection to allow vehicles turning onto Edgewood Drive to move out of the way of east- bound vehicles on Paradise Bay Road. This will also provide better sight distance for vehicles leaving Edgewood Drive and entering Paradise Bay Road. Several catch basins, culverts, storm sewer pipes, and stormwater treatment areas will be added to control the stormwater run-off from the roadway surface. The remaining improvements (signing, striping, guardrail facilities, and other minor work) need to be replaced and/or relocated due to the other improvement included in this project. 6c. Indicate the project category. (Check all that apply) [help] ❑ Commercial ❑ Residential ❑ Institutional ® Transportation ❑ Recreational /1 Maintenance ❑ Environmental Enhancement 6d. Indicate the major elements of your project. (Check alt that apply) [help] ❑ Aquaculture ® Culvert ❑ Float ❑ Retaining Wall El Bank Stabilization ❑ Dam /Weir ❑ Floating Home (upland) El Boat House El Dike/ Levee /Jetty ❑ Geotechnical Survey ® Road 1:J Boat Launch ® Ditch ❑ Land Clearing ❑ Scientific Measurement Device ❑ Boat Lift ❑ Dock/ Pier ❑ Marina / Moorage ❑ Stairs ❑ Bridge ❑ Dredging ❑ Mining ❑ Bulkhead ® Stormwater facility ❑ Fence ❑ Outfall Structure ❑ Swimming Pool Ej Buoy ❑ Ferry Terminal ❑ Piling/Dolphin ❑ Utility Line ❑ Channel Modification ❑ Fishway ❑ Raft ❑ Other: JARPA Revision 2012.2 Page 5 of 19 6e. Describe how you plan to construct each project element checked in 6d.`Include specific construction • methods and equipment to be used. rheoi • Identify where each element will occur in relation to the nearest waterbody. • Indicate which activities are within the 100-year floodpiain. Construction of the 4' wide shoulders will require excavating the existing 2' wide shoulders plus the adjoining 2' width, down to a total depth of approximately 14". Gravel base (8" thick) and crushed gravel (6" thick) will be used to construct the new shoulder area. The roadway fill slopes (typical 3:1 slopes) will be constructed with native material from the excavated project material and imported gravel base material. The roadway cut slopes (typical 2:1 slopes) will be constructed primarily for the short right turn lane near the Edgewood Drive intersection. The existing asphalt roadway surface will be ground down to a depth of 1" and removed from the project site or reused in the project. Both 11' lanes and both 4' shoulders will be paved with 2.5" of asphalt concrete pavement. The roadway profile of one crest vertical curve (sta. 46+50 to sta. 52+60) approximately 610' long, will be lowered by approximately 2' at the maximum excavation point. The full width of the road will be excavated through this segment. The short (100' long taper and 48' long lane) right turn lane that is to be constructed near the Edgewood Drive intersection, will consist of a 10' wide lane and a 3' wide shoulder. The right turn lane will be cut into an existing landscaped area for the Edgewood Village development. Roadway ditches will be constructed where appropriate at approximately 18" deep to channel the stormwater runoff into either culverts or into new permanent stormwater treatment areas adjoining the road. The new permanent stormwater treatment areas adjoining the roadway will be constructed of imported topsoil material approximately 7" deep and planted with grass. The road drainage structures to be installed include: 12" dia. driveway culverts, 12" dia. storm sewer pipes, 18" storm sewer pipes, and Type 1 Catch Basins. The construction of these structures requires excavation of trenches for the culvert/pipes and holes for the catch basins. Erosion control consisting of silt fences or straw wattles will be placed at the ends of trenches and inlet protection devices in catch basins. This road project crosses two unnamed drainages (DNR Type 3/Type F streams), one at Mile Post 0.67 and one at Mile Post 1.41. The drainage at Mile Post 0.67 is shown as a wetland on the Jefferson County environmentally sensitive areas maps. This drainage flows through an existing 36" dia. culvert under the roadway; no improvements or changes to this culvert will be made as part of this project. The new shoulders will be constructed at the level of the roadway, which is approximately 27 feet above the outlet elevation of the 36" culvert. A permanent stormwater treatment area, an 8' wide vegetated filter strip, will be constructed adjacent to the shoulder where the roadway crosses over this drainage to provide water quality treatment for this area. The drainage at Mile Post 1.41 is not designated as a wetland. No temporary detour roads will be constructed for this project. This project will use standard roadway construction equipment such as track mounted excavators, backhoes, road graders, bulldozers, and dump trucks, and asphalt milling and paving equipment. The majority of the excavation required for lowering the profile of the crest vertical curve is within bedrock and may require a larger than normal bulldozer to remove the rock. Temporary erosion and sedimentation control features will comply with the Best Management Practices (B.M.P.'s) of the Washington State Department of Ecology's Storm Water Management manual for Western Washington and the Washington State Department of Transportations' Highway Runoff Manual. The specific BMP's to be used on this project are: Silt Fence and Wattles along the areas where ground will be disturbed, Triangular Silt Dikes and Check Dams in the ditches to control runoff, and Storm Drain Inlet Protection in the catch basins. These temporary erosion and sedimentation control features will reduce the construction impacts to the environment. No part of the construction project will be within the 100 year flood plain, per FEMA Flood Insurance Rate Maps. Construction of this project will occur during the summer months of 2015, in order to reduce the amount of potential runoff. Installed B.M.P.s will be monitored daily by the J.C. Public Works inspector and the Contractor JARPA Revision 2012.2 Page 6 of 19 to ensure proper functioning. All cut and fill slopes, ditches, and disturbed areas will be re-vegetated by hydro- seeding upon completion of the project. • 6f. What are the anticipated start and end dates for project construction? (Month/Year) [help] • If the project will be constructed in phases or stages,use JARPA Attachment D to list the start and end dates of each phase or stage. Start date: June 2015 End date: September 2015 ❑ See JARPA Attachment D 6g. Fair market value of the project, including materials, labor, machine rentals, etc. [help] The preliminary construction cost estimate for this project is $1,100,000. 6h.Will any portion of the project receive federal funding? [help • If yes, list each agency providing funds. ❑ Yes ® No ❑ Don't know Part 7—Wetlands: Impacts and Mitigation ® Check here if there are wetlands or wetland buffers on or adjacent to the project area. (If there are none, skip to Part 8.) [help] 7a. Describe how the project has been designed to avoid and minimize adverse impacts to wetlands. [help] ❑ Not applicable This road project crosses one unnamed drainage, a DNR Type 3/Type F stream, at Mile Post 0.67 which is shown as a wetland on the Jefferson County environmentally sensitive areas maps. This drainage flows through an existing 36" dia. culvert under the roadway. This project was intentionally designed with no improvements or changes to this existing culvert to avoid any impacts to this associated wetland. The new roadway shoulders in the location of the culvert/wetland area will be constructed at the level of the roadway, which is approximately 27 feet above the outlet elevation of the 36" culvert. No roadway fill will be placed in or around the wetland area. A permanent stormwater treatment area, an 8' wide vegetated filter strip, will be constructed adjacent to the northerly shoulder where the roadway crosses over this drainage, sta. 36+00 Lt. to sta. 38+15 Lt. The vegetated filter strip will provide water quality treatment for this area. Runoff discharging from Paradise Bay Road will be treated for suspended solids and heavy metals in the vegetated filter strip location along the north edge of roadway and then allowed to flow to low lying wetland areas. Additionally, existing ditches located along the south edge of roadway will be preserved to prevent altering the wetland's hydro-period. These ditches will include energy dissipation BMP's at the discharge points to prevent erosion and promote natural dispersion. To address wetland protection during construction, a Stormwater Pollution and Prevention Plan (SWPPP) has been prepared based on the requirements set forth in the WSDOT Highway Runoff Manual, the D.O.E. Stormwater Management Manual for Western Washington , and the WSDOT Temporary Erosion Control Manual. During construction, the perimeter of the wetland buffer will be delineated using high-visibility fencing and protected from turbid stormwater discharges using perimeter silt fences, in channel triangular silt dikes, and JARPA Revision 2012.2 Page 7 of 19 check dams at discharge locations. Erodible earth disturbing construction work is anticipated to begin and end inside the May 1 to September 31 dry-season. This project will also obtain a NPDES Construction Stormwater Permit from the Department of Ecology. 7b.Will the project impact wetlands? [bele] [II Yes Z No [7] Don't know 7c.Will the project impact wetland buffers? ihelo E] Yes Z No I] Don't know 7d. Has a wetland delineation report been prepared? [help] • If Yes,submit the report,including data sheets,with the JARPA package. E] Yes Z No 7e. Have the wetlands been rated using the Western Washington or Eastern Washington Wetland Rating System? [helpi • If Yes,submit the wetland rating forms and figures with the JARPA package. 1:1 Yes CI No Z Don't know 7f. Have you prepared a mitigation plan to compensate for any adverse impacts to wetlands? [help] • If Yes,submit the plan with the JARPA package and answer 7g. • If No,or Not applicable,explain below why a mitigation plan should not be required. El Yes Z No E] Not applicable A wetland mitigation plan is not required for this project as there will not be adverse impacts to the wetland or the wetland buffer. 7g. Summarize what the mitigation plan is meant to accomplish, and describe how a watershed approach was used to design the plan. them N/A 7h. Use the table below to list the type and rating of each wetland impacted, the extent and duration of the impact, and the type and amount of mitigation proposed. Or if you are submitting a mitigation plan with a similar table, you can state (below)where we can find this information in the plan. [help] Activity (fill, Wetland Wetland Impact Duration Proposed Wetland drain, excavate, Namel type and area (sq. of impact3 mitigation mitigation area flood, etc.) rating ft. or type4 (sq. ft. or category' Acres) acres) JARPA Revision 2012.2 Page 8 of 19 N/A Wetland M.P. unknown 0 0 N/A 0 0.67 'If no official name for the wetland exists,create a unique name(such as Wetland 1"). The name should be consistent with other project documents,such as a wetland delineation report. 2 Ecology wetland category based on current Western Washington or Eastern Washington Wetland Rating System.Provide the wetland rating forms with the JARPA package. 3 Indicate the days,months or years the wetland will be measurably impacted by the activity. Enter"permanent"if applicable. 4Creation(C),Re-establishment/Rehabilitation(R), Enhancement(E),Preservation(P),Mitigation Bank/In-lieu fee(B) Page number(s) for similar information in the mitigation plan, if available: 7i. For all filling activities identified in 7h, describe the source and nature of the fill material, the amount in cubic yards that will be used, and how and where it will be placed into the wetland. [help] N/A 7j. For all excavating activities identified in 7h, describe the excavation method, type and amount of material in cubic yards you will remove, and where the material will be disposed. [help] N/A Part 8—Waterbodies (other than wetlands): Impacts and Mitigation In Part 8, "waterbodies" refers to non-wetland waterbodies. (See Part 7 for information related to wetlands.) [help] ® Check here if there are waterbodies on or adjacent to the project area. (If there are none, skip to Part 9.) 8a. Describe how the project is designed to avoid and minimize adverse impacts to the aquatic environment. [help] ❑ Not applicable JARPA Revision 2012.2 Page 9 of 19 This road project crosses one unnamed drainage, a DNR Type 3/Type F stream, at Mile Post 1.41 which is not designated as a wetland on the Jefferson County environmentally sensitive areas maps. This drainage flows through an existing 30" dia. culvert under the roadway. This project was intentionally designed with no improvements or changes to this existing culvert to avoid any impacts to this associated drainage. The new roadway shoulders in the location of the culvert/wetland area will be constructed at the level of the roadway, which is approximately 19 feet above the outlet elevation of the 30" culvert. No roadway fill will be placed in or around the drainage area. 813.Will your project impact a waterbody or the area around a waterbody? Fhelrij ❑ Yes /1 No JARPA Revision 2012.2 Page 10 of 19 • 8c. Have you prepared a mitigation plan to compensate for the project's adverse impacts to non-wetland waterbodies? [help] • If Yes,submit the plan with the JARPA package and answer 8c1. • If No,or Not applicable,explain below why a mitigation plan should not be required. LI , I Yes Z No Not applicable A wetland mitigation plan is not required for this project as there will not be adverse impacts to the drainage at Mile Post 1.41. 8d. Summarize what the mitigation plan is meant to accomplish. Describe how a watershed approach was used to design the plan. • If you already completed 7g you do not need to restate your answer here. [help] N/A 8e. Summarize impact(s) to each waterbody in the table below. !help] Activity (clear, Waterbody Impact Duration Amount of material Area (sq. ft. or dredge, fill, pile name.' location2 of impact3 (cubic yards) to be linear ft.) of drive, etc.) placed in or waterbody removed from directly affected waterbody N/A Drainage N/A 0 days 0 c.y. 0 sq. ft. M.P. 1.41 If no official name for the waterbody exists,create a unique name(such as"Stream 1")The name should be consistent with other documents provided. 2 Indicate whether the impact will occur in or adjacent to the waterbody. If adjacent,provide the distance between the impact and the waterbody and indicate whether the impact will occur within the 100-year flood plain. 3 Indicate the days,months or years the waterbody will be measurably impacted by the work. Enter"permanent"if applicable. 8f. For all activities identified in 8e, describe the source and nature of the fill material, amount (in cubic yards) you will use, and how and where it will be placed into the waterbody. [help] JARPA Revision 2012.2 Page 11 of 19 N/A 8g. For all excavating or dredging activities identified in 8e, describe the method for excavating or dredging, type and amount of material you will remove, and where the material will be disposed. (helpl N/A Part 9—Additional Information Any additional information you can provide helps the reviewer(s) understand your project. Complete as much of this section as you can. It is ok if you cannot answer a question. 9a. If you have already worked with any government agencies on this project, list them below. [help] Agency Name Contact Name Phone Most Recent Date of Contact Jefferson County Dept. Ms. Stacie Hoskins (360) 379-4463 May 16, 2014 of Community Development WA. State Dept. of Mr. Matthew Sterner (360) 586-3082 May 21. 2014 Archaeology and Historic Preservation 9b. Are any of the wetlands or waterbodies identified in Part 7 or Part 8 of this JARPA on the Washington Department of Ecology's 303(d) List? [help] • if Yes,list the parameters)below. • If you don't know, use Washington Department of Ecology's Water Quality Assessment tools at: http://www.ecy.wa.gov/programs/wa/303d/. El Yes ® No JARPA Revision 2012.2 Page 12 of 19 9c. What U.S. Geological Survey Hydrological Unit Code (HUC) is the project in? [hell)] • Go to httl)://cfpub.ecta.pov/surfilocate/index.cfm to help identify the HUC. 171100190801 — Port Ludlow Frontal 9d. What Water Resource Inventory Area Number (WRIA#) is the project in? [help] • Go to httc://vmw.ecv.wa.gov/services/gis/rnaosAvrialwria.htm to find the WRIA#. WRIA 17- Quilcene - Snow 9e. Will the in-water construction work comply with the State of Washington water quality standards for turbidity? rheitil • Go to http://vAmv.ecy.wa,gov/prograrris/lAro/swas/criteria.htrrit for the standards. El Yes [j] No El Not applicable 9f. If the project is within the jurisdiction of the Shoreline Management Act, what is the local shoreline environment designation? [heirs' • If you don't know, contact the local planning department. • For more information,go to: hfto://vvwvv.ecy.wa.gov/probrarnsisea/smailaws rules/173-26/211 designations.html. 0 Rural 0 Urban El Natural [1] Aquatic E] Conservancy E Other Suburban 9g.What is the Washington Department of Natural Resources Water Type? [help] • Go to htto://wuvw.drir:vga.gov/BusinessPerrnitsiTooics/ForestPracticesAbolications/Pacies/fp watertyOirlg.aSbX for the Forest Practices Water Typing System. 0 Shoreline Z Fish E] Non-Fish Perennial 0 Non-Fish Seasonal 9h.Will this project be designed to meet the Washington Department of Ecology's most current storrnwater manual? [help] • If No, provide the name of the manual your project is designed to meet. Z Yes I] No Name of manual: This project has been designed to meet the requirements of the 2014 Washington State Dept. of Transportation, Highway Runoff Manual, which is equivalent to the 2012 Dept. of Ecology's Stormwater Management Manual for Western Washington. 9i. Does the project site have known contaminated sediment? E _Pihel • If Yes, please describe below. El Yes Z No JARPA Revision 2012.2 Page 13 of 19 9j. If you know what the property was used for in the past, describe below. [help] • This property has been used for public road purposes. The easterly segment was constructed in 1967. 9k. Has a cultural resource (archaeological) survey been performed on the project area? [hew] • if Yes,attach it to your JARPA package. ❑ Yes ►1 No The Washington State Department of Archaeology and Historic Preservation has been contacted and requested to provide archaeological and historical information about the project area. They have also been asked to provide their recommendation on whether or not a cultural resource (archaeological) survey is necessary (no response received yet). 91. Name each species listed under the federal Endangered Species Act that occurs in the vicinity of the project area or might be affected by the proposed work. [help] JARPA Revision 2012.2 Page 14 of 19 Listed Bull Trout Marbled murrelet Northern spotted owl Short-tailed albatross Designated Critical habitat for bull trout Critical habitat for the marbled murrelet Critical habitat for the northern spotted owl Propose Dolly Varden Candidate Fisher (Martes pennant) —West Coast DPS Pinus albicaulis (whitebark pine) Species of Concern Aleutian Canada goose Bald eagle Brown pelican Cascades frog Cassin's auklet Coastal cutthroat trout Destruction Island shrew Long-eared myotis Long-legged myotis Northern goshawk Northern sea otter Olive-sided flycatcher Olympic torrent salamander Pacific lamprey Pacific Townsend's big-eared bat Peregrine falcon River lamprey Tailed frog Tufted puffin Valley silverspot Van Dyke's salamander Western toad JARPA Revision 2012.2 Page 15 of 19 9m. Name each species or habitat on the Washington Department of Fish and Wildlife's Priority Habitats and Species List that might be affected by the proposed work. [help] Chum Salmon Coast Resident Cutthroat Coho Estuarine Intertidal Estuarine Zone Osprey Pacific Sand Lance Purple martin Steelhead Trout Surf Smelt Wetlands Part 10—SEPA Compliance and Permits Use the resources and checklist below to identify the permits you are applying for. • Online Project Questionnaire at http://apps.ecy.wa.gov/opas/. • Governor's Office for Regulatory Innovation and Assistance at (800) 917-0043 or helpaora.wa.gov. • For a list of addresses to send your JARPA to, click on agency addresses for completed JARPA. 10a. Compliance with the State Environmental Policy Act(SEPA). (Check all that apply.) [halal • For more information about SEPA,go to www.ecy.wa.govfprograms/sea/sepa/e-review,html. ® A copy of the SEPA determination or letter of exemption is included with this application. ❑ A SEPA determination is pending with (lead agency). The expected decision date is ❑ I am applying for a Fish Habitat Enhancement Exemption. (Check the box below in lob.) [help] ® This project is exempt (choose type of exemption below). Categorical Exemption. Under what section of the SEPA administrative code (WAC) is it exempt? WAC 197-11-800 ❑ Other: ❑ SEPA is pre-empted by federal law. JARPA Revision 2012.2 Page 16 of 19 : 1'©b. indicate the permits you are applying for. (Check all that apply.) LOCAL GOVERNMENT Local Government Shoreline permits: ❑ Substantial Development ❑ Conditional Use ❑ Variance ®Shoreline Exemption Type (explain): Shorelines Substantial Development Permit Exemption (May16, 2014) Other City/County permits: ❑ Floodplain Development Permit ❑ Critical Areas Ordinance STATE GOVERNMENT Washington Department of Fish and Wildlife: ❑ Hydraulic Project Approval (HPA) ❑ Fish Habitat Enhancement Exemption —Attach Exemption Form Effective July 10, 2012, you must submit a check for$150 to Washington Department of Fish and Wildlife, unless your project qualifies for an exemption or alternative payment method below. Do not send cash. Check the appropriate boxes: ❑$150 check enclosed. Check# Attach check made payable to Washington Department of Fish and Wildlife. ❑Charge to billing account under agreement with WDFW. Agreement# ❑My project is exempt from the application fee. (Check appropriate exemption) ❑ HPA processing is conducted by applicant-funded WDFW staff. Agreement# ❑ Mineral prospecting and mining. ❑ Project occurs on farm and agricultural land. (Attach a copy of current land use classification recorded with the county auditor, or other proof of current land use.) ❑ Project is a modification of an existing HPA originally applied for, prior to July 10, 2012. HPA# Washington Department of Natural Resources: ❑ Aquatic Use Authorization Complete JARPA Attachment E and submit a check for$25 payable to the Washington Department of Natural Resources. Do not send cash. Washington Department of Ecology: ❑ Section 401 Water Quality Certification FEDERAL GOVERNMENT United States Department of the Army permits (U.S. Army Corps of Engineers): ❑ Section 404 (discharges into waters of the U.S.) ❑ Section 10 (work in navigable waters) United States Coast Guard permits: ❑ Private Aids to Navigation (for non-bridge projects) JARPA Revision 2012.2 Page 17 of 19 JARPA Revision 2012.2 Page 18 of 19 Part 11-Authorizing Signatures Signatures are required before submitting the JARPA package. The JARPA package includes the JARPA form, project plans, photos, etc. [help] 11a. Applicant Signature (required) [help] I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities, and I agree to start work only after I have received all necessary permits. I hereby authorize the agent named in Part 3 of this application to act on my behalf in matters related to this application. (initial) By initialing here, I state that I have the authority to grant access to the property. I also give my consent to the permitting agencies entering the property where the project is located to inspect the project site or any work related to the project. (initial) JoHO (AJAIANo it- Applicant � 5 7B—t Printed Name licant Si ature Date 11 b. Authorized Agent Signature [help] I certify that to the best of my knowledge and belief, the information provided in this application is true, complete, and accurate. I also certify that I have the authority to carry out the proposed activities and I agree to start work only after all necessary permits have been issued. Authorized Agent Printed Name Authorized Agent Signature Date 11c. Property Owner Signature (if not applicant) fhelpl Not required if project is on existing rights-of-way or easements. I consent to the permitting agencies entering the property where the project is located to inspect the project site or any work. These inspections shall occur at reasonable times and, if practical, with prior notice to the landowner. Property Owner Printed Name Property Owner Signature Date 18 U.S.0§1001 provides that:Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly falsifies,conceals,or covers up by any trick,scheme,or device a material fact or makes any false,fictitious, or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false,fictitious,or fraudulent statement or entry, shall be fined not more than$10,000 or imprisoned not more than 5 years or both. If you require this document in another format, contact the Governor's Office for Regulatory Innovation and Assistance(ORIA)at(800) 917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call(877)833-6341. ORIA publication number: ENV-019-09 rev. 08/2013 JARPA Revision 2012.2 Page 19 of 19 • �`"'• AGENCY USE ONLY I "'' US Arty Corps WASHINGTON STATE &Seattle gineefB" Date received: Joint Aquatic Resources Permit Application (JARPA) [help] Agency reference#; Attachment C. Tax Parcel#(s): Contact information for adjoining ---- ---- --ET --AP ---- 1 TO BE COMPLETED BY APPLICANT [help[ property owners. _dhel Project Name: Paradise Bay Road,Phase II Location Name(if applicable): Use this attachment only if you have more than four adjoining Port Ludlow,Washington property owners. Use black or blue ink to enter answers in white spaces below. 1. Contact information for all adjoining property owners. Iheip]' Name Mailing Address Tax Parcel#(If known) BAYVIEW VILLAGE ASSOCIATION PO BOX 65395,PORT LUDLOW,WA 98365-0395 931900019 JUDITH MC CAY TRUSTEE 40 MARINER PL,PORT LUDLOW, WA 98365-9765 931900001 TEAL LAKE VILLAGE ASSOC PO BOX 65011,PORT LUDLOW, WA 98365-0011 998700000 PORT LUDLOW ASSOCIATES LLC 70 BREAKER LN,PORT LUDLOW, WA 983659766 821163013,821163006, 821163007,821163003, 821174003 KENNETH AND SUZANNE BAKER 202 DESERT AIRE DRIVE,MATTAWA,WA 99349-1960 821163028,821163029 RICHARD BORSINI and JEANNA P MILLER 196 LUDLOW BAY RD,PORT LUDLOW, WA 98365-8730 821163027 ROBERT and NANCY FERGUSON 18415 13TH AVE NE,POULSBO, WA 98370-8796 821163026 FIRST FEDERAL SAVINGS&LOAN P.O.Box 351,PORT ANGELES,WA 98362-0055 821163025 MARK HADLEY and DEBORA HADLEY 3248 LADY FERN LOOP NW,OLYMPIA,WA 98502-3222 968700106 JAMES STEPHENS 411 STRANDER BLVD STE 306,TUKWILA,WA 98188-2924 968700102 DONALD and NOREEN MILLBAUER 103 LUDLOW BAY RD,PORT LUDLOW,WA 98365-8730 968700124 JEFFREY and SABRINA LACKEY 20 FAIR WIND CT,PORT LUDLOW WA 98365-9551 969400001 RAYMOND and ALANA S MORRIS 51 FAIR WIND CT,PORT LUDLOW,WA 98365-9551 969400009 MICHAEL and KATHERINE CAVENEE 781 EBBETS DR SW,TUMWATER,WA 98512 969400008 SOUTH BAY MASTER ASSOCIATION 120 SPINNAKER PL,PORT LUDLOW, WA 98365-9540 969400101 EDGEWOOD VLLGE HOMEOWNER ASSOC PO BOX 65345,PORT LUDLOW,WA 98365-0345 948200028 LUDLOW POINT VLLGE DIV 4 ASSOC PO BOX 65424,PORT LUDLOW,WA 98365-0424 969800101 JARPA Attachment C Revision 2012.2 Jefferson County Public Works Paradise Bay Road Phase II Page 1 of 2 • RAY and JILL SCALABRINO 17 TWINSVIEW CT,PORT LUDLOW,WA 98365-9219 969800013 SIDNEY POOLE 33 TWINSVIEW CT,PORT LUDLOW,WA 98365-9219 969800014 CHENEY TRUST AGREEMENT KENNETH DAVID CHENEY TRUSSTEE AND VIVIAN JULE CHENEY TRUSTEE 57 TWINSVIEW CT,PORT LUDLOW,WA 98365-9219 969800015 PAUL and KATHLEEN E TRACI 103 TWINSVIEW CT,PORT LUDLOW,WA 98365-8791 969800016 SYLVIA HEUSER PO BOX 65309,PORT LUDLOW,WA 98365-0309 969800017 LUDLOW POINT VLLGE DIV 3 ASSOC PO BOX 65269,PORT LUDLOW,WA 98365-0269 969700100 US WEST COMMUNICATIONS INC QWEST CORPORATION ATTN: STEPHANIE JACKSON 1801 CALIFORNIA ST FL 25,DENVER,CO 80202-2659 821174004 TIMBERTON VILLAGE HOMEOWNERS ASSOCIATION(PH I) PO BOX 65218,PORT LUDLOW,WA 98365-0218 998500301,998500300 LUDLOW POINT VILLAGE 2 ASSOC PO BOX 65233,PORT LUDLOW,WA 98365-0233 969500101,969500103 EXCHANGE PROPERTIES 05-03 LLC 1186 E MOUNTAIN DR,SANTA BARBARA,CA 93108-1119 969500001 TIMBERTON VILLAGE HOMEOWNERS ASSOCIATION(PH II) PO BOX 65218,PORT LUDLOW,WA 98365-0218 998500302 INNER HARBOR VILLAGE CONDOS(PH II) 961609999 INFORMATION ONLY 995700036 If you require this document in another format,contact the Governor's Office for Regulatory Innovation and Assistance(ORIA)at (800)917-0043. People with hearing loss can call 711 for Washington Relay Service. People with a speech disability can call (877) 833-6341. ORIA publication number: ENV-022-09 rev. 08/2013 JARPA Attachment C Revision 2012.2 Jefferson County Public Works Paradise Bay Road Phase II Page 2 of 2 Minimum Requirements Chapter 3 Note:For the purposes of this manual,the boundary between eastern and western Washington is the Cascade Crest, except in Klickitat County, where the boundary line is the 16-inch mean annual precipitation contour(isopleth). 3-2 Applicability of the Minimum Requirements 3-2.1 Project Thresholds Unless otherwise noted, all minimum requirements apply throughout the state. However, in some instances, design criteria,thresholds, and exemptions for eastern and western Washington differ due to different climatic,geologic, and hydrogeologic conditions. Regional differences for each minimum requirement are presented in Section 3-3 under the Applicability sections. Additional controls may be required,regardless of project type or size, as a result of adopted basin plans or to address special water quality concerns via a critical area ordinance or a requirement related to the total maximum daily load(TMDL). WSDOT projects shall use the Stormwater Design Documentation Spreadsheet(SDDS) to analyze HRM Minimum Applicability to the project. The spreadsheet is located at www.wsdot.wa.gov/environment/waterquality/runoff/highwayrunoffmanual.htm. An electronic copy of the SDDS must be sent to the Highway Runoff Program Manager. All nonexempt projects are required to comply with Minimum Requirement 2. In addition, projects that exceed certain thresholds are required to comply with additional minimum requirements. Use Figures 3-1, 3-2, and 3-3 as the initial step in determining which requirements might apply. The next critical step involves reviewing the detailed information provided for each applicable minimum requirement in Section 3-3. Consult the Glossary to gain a clear understanding of the following terms, which are essential for correctly assessing minimum requirement applicability. • New impervious surface • Converted pervious surface • Pollution-generating impervious surface(PGIS) • Pollution-generating pervious surface(PGPS) • Land-disturbing activity • Native vegetation • Non-road-related projects • Existing roadway prism • Project limits • Replaced impervious surface • Effective impervious surface • Noneffective impervious surface Page 3-2 Highway Runoff Manual M 31-16.03 2014 Revision Chapter 3 Minimum Requirements • Effective PGIS • Noneffective PGIS • Threshold discharge area(TDA) • Net-new impervious surface Upgrading by resurfacing state facilities from gravel to bituminous surface treatment(BST or"chip seal"), asphalt concrete pavement(ACP), or Portland cement concrete pavement (PCCP) is considered to be adding new impervious surfaces and is subject to the minimum requirements that are triggered when the thresholds are met. Basin planning is encouraged and may be used to tailor applicable minimum requirements to a specific basin(see Minimum Requirement 8). 3-2.2 Exemptions Some types of activities are fully or partially exempt from the minimum requirements. These include some road maintenance/preservation practices and some underground utility projects. The road maintenance and preservation practices that are exempt from all the minimum requirements are: • Upgrading by resurfacing Washington State Department of Transportation (WSDOT) facilities from BST to ACP or PCCP without expanding the area of coverage.' The following practices are subject only to Minimum Requirement 2,Construction Stormwater Pollution Prevention: • Underground utility projects that replace the ground surface with in-kind material or materials with similar runoff characteristics. • Removing and replacing a concrete or asphalt roadway to base course,or subgrade or lower,without expanding or upgrading the impervious surfaces. • Repairing the roadway base or subgrade. 'This exemption is applicable only to WSDOT projects;whereas,the"gravel-to-BST"exemption in Ecology's stormwater management manuals is available to local governments. For local governments,upgrades that involve resurfacing from BST to ACP or PCCP are considered new impervious surfaces and are not categorically exempt. Highway Runoff Manual M 31-16.03 Page 3-3 2014 Revision Minimum Requirements Chapter 3 Step 1 Check whether any exemptions listed in Section 3-2.2 apply. 1 Step 2 Does the project have 2,000 square feet or more of new,replaced,or new plus replaced impervious surfaces? No Apply Minimum OR Requirement 2. Does the project have land-disturbing activities of 7,000 square feet or more? I,Yes Apply Minimum Requirements 1,2,3,and 4 to new and replaced impervious surfaces and to the land disturbed. 4, Step 3 Does the project add 5,000 square feet or more of new impervious surfaces? OR No For western Washington projects,does the project convert 3/4 acre or more No additional of native vegetation to lawn or landscaped area? requirements. OR For western Washington projects,does the project convert 2.5 acres or more of native vegetation to pasture? •Yes Delineate Threshold Discharge Areas(TDA)for the project. Minimum Requirements 6 applies to the new impervious surfaces and converted pervious surfaces on the project. Applicability at the TDA level may change based on triggers in Figure 3-3. Minimum Requirements 7,8,and 9 apply to the new impervious surfaces and converted pervious surfaces on the project. i Step 4 For road/parking lot-related projects(including pavement,shoulders,curbs,and sidewalks)adding 5,000 square feet or more of new impervious surfaces: Do new impervious surfaces add 50%or more to the existing impervious surfaces within the project limits? No OR For non-road-related projects(such as rest areas,maintenance facilities,or ferry terminal buildings): Is the total of new plus replaced impervious surfaces 5,000 square feet or more,AND does the value of the proposed improvements— including interior improvements—exceed 50%of the replacement value of the existing site improvements? Yes • • Minimum Requirements 6 applies to the replaced impervious Continue to surfaces on the project. Applicability at the TDA level may ► Step 5 in change based on triggers in Figure 3-3. Figure 3-2. Minimum Requirements 7,8,and 9 also apply to replaced impervious surfaces for the project. Figure 3-1 Minimum requirement applicability at project level. Page 3-4 Highway Runoff Manual M 31-16.03 2014 Revision Chapter 3 Minimum Requirements Step 5 Does the project add 5,000 square feet or more of new pollution-generating impervious surface (PGIS)? No Go to Ste p 8,Figure 3-3,to OR assess Minimum Requirement 6 For western Washington projects,does the project applicability at the TDA level. convert more than 3/4 acre of native vegetation to pollution-generation pervious surface(PGPS)? IF Yes Minimum Requirement 5 applies to the new PGIS and converted PGPS for the project. Applicability at the TDA level may change based triggers in Figure 3-3. • Step 6 For road/parking lot-related projects adding 5,000 square feet or more of new PGIS:Do new PGIS add 50%or more to the existing PGIS within the project limits? OR For non-road-related projects: Is the total of new plus No replaced PGIS 5,000 square feet or more,AND does the value of the proposed improvements—including interior improvements—exceed 50%of the replacement value of the existing site improvements? Yes • • Minimum Requirement 5 applies to the Go to Step 7,Figure 3-3,to assess Minimum Requirement 5 replaced PGIS for the project.Applicability applicability at the TDA level. at the TDA level may change based on triggers in Figure 3-3. Figure 3-2 Minimum requirement applicability at project level(continued). Highway Runoff Manual M 31-16.03 Page 3-5 2014 Revision Minimum Requirements Chapter 3 Step 7 Is the effective PGIS greater than 5,000 square feet in the Minimum Requirement 5 TDA? OR No does not apply to the For western Washington,does the TDA convert 3 acre or ■ effective PGIS and PGPS more of native vegetation to PGPS and is there a surface in the TDA. discharge in a natural or manmade conveyance system from the site? 1, Yes Minimum Requirement 5 applies to the effective PGIS and PGPS in the TDA. 1 Step 8 Is the effective impervious surface greater than 10,000 square feet in the TDA? • OR For western Washington,does the TDA convert 3 acre or Minimum Requirement 6 more of native vegetation to lawn or landscaped area and is does not apply to the there a surface discharge in a natural or manmade No effective impervious conveyance system from the site? • surfaces and,in western OR Washington,converted **For western Washington,through a combination of pervious surfaces in the effective impervious surfaces and converted pervious TDA. surfaces,does the particular TDA causes a 0.1 cfs or more increase in the 100-year recurrence interval flow? Yes Minimum Requirement 6 applies to the effective impervious surfaces and,in western Washington, converted pervious surfaces in the TDA. • Based on the outcome of the project- Step 9 ► level assessment(Step 3—Step 6), repeat Step 7 and/or Step 8 for each TDA. Step 10 Check whether any exemptions listed in Sections 3-3.5 and 3-3.6 apply. Step 11 Continue to Section 3-4 for Stormwater Retrofit Analysis. Note:For Figure 3-3,Minimum Requirements 1-4 and 7-9 still apply to all TDAs on the project,even though Minimum Requirements 5 and/or 6 may not apply to each TDA. Figure 3-3 Minimum requirement applicability at TDA level. Page 3-6 Highway Runoff Manual M 31-16.03 2014 Revision 7/4;ON--6%.\\ 6 JEFFERSON COUNTY y 04 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend • Washington 98368 (360) 379-4450 — (360) 379-4451 Fax LINO http://www.co.jefferson.wa.us/commdevelopment/ 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 2012 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 th at 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 ontrol 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 DCD—rev.5/28/2014 1 J y 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 you 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 DCD—rev.5/28/2014 2 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 '/2 acres of forested area to pasture) at the discretion of the UDC Administrator. See Volume I, Section 2.6.2 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 #9. 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. Operations and Maintenance 5. On-site Stormwater Management 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 Volume I, Chapter 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 DCD—rev.5/28/2014 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 13 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 13 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 13 Elements of Minimum Requirement#2, Construction Stormwater Pollution Prevention,are: 1. Mark Clearing Limits 6. Protect Slopes 11. Maintain BMPs 2. Establish Construction Access 7. Protect Drain Inlets 12. Manage the Project 3. Control Flow Rates 8. Stabilize Channels and Outlets 13. Protect Low Impact Development 4. Install Sediment Controls 9. Control Pollutants BMP's 5. Stabilize Soils 10. Control De-watering For ease of use, the Stormwater Site Plan submittal template below includes a section that lists the 13 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 13 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 DCD—rev.5/28/2014 4 Joel Peterson From: Jodi Adams Sent: Tuesday,August 19, 2014 11:03 AM To: John Wayand Cc: Joel Peterson Subject: DCD to PW invoices-Paradise Bay Rd Attachments: SDP14-00013.pdf;ZON14-00019.pdf Hi John, I have attached two invoices for you regarding the Paradise Bay Road cases that our planner Joel P. is working on. The case numbers are listed on the invoices. Please let me know if you have any questions. Thanks, Jodi Adams Office Coordinator- DCD Phone 360-379-4494 All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act,a state law found at RCW 42.56.Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law,including RCW 42.56 and other state laws. From: Joel Peterson Sent:Tuesday, August 19, 2014 10:13 AM To: Jodi Adams Subject: Need Invoicing Assistance Hi Jodi: Can you assist me with invoicing Public Works for review of their Paradise Bay Road Phase II case? The case is MLA14-00044 and includes all fees associated with a stormwater permit(ZON14-00019)and a Shoreline Exemption(SDP14-00013). I coordinated with Sally on getting the fees into Tidemark. Do we have a certain procedure for billing our sister department? I heard from their project manager that they have not received an invoice yet. A printed invoice would be sent to attention of John Wayand, Engineer Ill,Jefferson County Dept.of Public Works. Let me know if you can help and if you need any other information. Thanks, Joel ,Joel PetersoII Associate Planner,Jefferson County Department of Community Development 1 621 Sheridan Street * Port Townsend,WA 98368 Phone 360-379-4457 * Fax 360-379-4451 jpetersonPco.iefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 42.56 RCW SAVE PAPER - Please do not print this e-mail unless absolutely necessary 2 INVOICE Date: 8/19/2014 Invoice ID: DCD14SDP14-00013 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street i Port Townsend, WA 98368 360-379-4450 email:dcd @co.jefferson.wa.us www.co.jefferson.wa.us/commdevelopment Date Due: BILLING ADDRESS: 9/18/2014 JEFFERSON COUNTY PUBLIC WORKS 623 SHERIDAN STREET PORT TOWNSEND WA 98368 SMP Exemption Base 532.00 Total Amount Due: $532.00 REMIT TO: Jefferson County DCD 621 Sheridan St. Port Townsend,WA 98368 Please return the above portion with your payment Permit Number: SDP14-00013 SMP Exemption Base 532.00 Total Amount Due: $532.00 Payment is accepted by cash, check, debit or credit card (Visa, Mastercard, Discover,American Express) To pay by credit card, go to www.co.jefferson.wa.us/commdevelopment, and click on the"Online Credit Card &echeck Payments" link on the left side of the page. (questions: call 360-379-4450) INVOICE Date: 8/19/2014 Invoice ID: DCD14ZON14-00019 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street i Port Townsend, WA 98368 360-379-4450 I email: dcd @co.jefferson.wa.us www.co.jefferson.wa.us/commdevelopment Date Due: BILLING ADDRESS: 9/18/2014 JEFFERSON COUNTY PUBLIC WORKS 623 SHERIDAN STREET PORT TOWNSEND WA 98368 Stormwater Management 380.00 Scanning Fee 19.00 REMIT TO: Consistency Review 76.00 Jefferson County DCD Total Amount Due: $475.00 621 Sheridan St. Port Townsend,WA 98368 Please return the above portion with your payment Permit Number: ZON14-00019 Stormwater Management 380.00 Scanning Fee 19.00 Consistency Review 76.00 Total Amount Due: $475.00 Payment is accepted by cash, check, debit or credit card (Visa, Mastercard, Discover, American Express) To pay by credit card, go to www.co.jefferson.wa.us/commdevelopment,and click on the"Online Credit Card &echeck Payments" link on the left side of the page. 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