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HomeMy WebLinkAboutZON2013-00022 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 DATE ISSUED: June 16, 2015 DATE EXPIRES: MLA NUMBER: MLA13-00074 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: Stormwater with SEPA—Phase I of the project is Reclamation of a 10 Acre Extraction Area for the historic Canyon Creek Quarry. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. Phase II of the project requires compliance with Jefferson County code JCC 18.20.240 to allow some continued excavation concurrent with reclamation to provide aggregate for Jefferson County road repair projects. PROJECT LOCATION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road, Forks CONDITIONS: 1.) All construction activities shall not encroach upon the Stream buffer. This includes the storage or preparation of materials. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) The applicant shall obtain a Surface Mining Reclamation Permit and Active Mining Permit from the Department of Natural Resources. 5.) Reclamation activities render a site active for monitoring and fee designation. A change of activities form is required to be completed and submitted to Ecology at least 10 days prior to the activity beginning or ceasing. Active sites means a location where current mining (including site preparation and reclamation) or processing operations (including, but not limited to, crushing, classifying, or operating a concrete or hot mix asphalt batch plant) or stockpiles associated with current mining or processing operations, are located. 6.) The active mining site is limited to no more than 10 acres. 7.) The applicant shall obtain a general permit for sand and gravel from the Department of Ecology. 8.) The applicant shall comply with all recommendations for contiued mining outlined in the submitted Geotechnical Report prepared by GeoResources LLC dated April 14, 2015. 9.) The Applicant shall comply with all requirements listed under JCC 18.20.240 Mineral extraction, mining, quarrying and reclamation attached to this permit. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on July 29, 2013 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 "N" Streams (not within 200 feet of project site); Spotted Owl Habitat; Susceptible/Unknown Aquifer Recharge Area. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) A Type"N" Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The stream will require a buffer of 50-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 5.) Stream Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Reviewed under the State Environmental Policy Act (SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance (DNS) issued on August 1, 2013. Staff reviewed Phase II for SEPA and concluded that the proposal is consistent with the SEPA determination issued August 1, 2013. 7.) The site plan as submitted with the Stormwater Management application on May 21, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 29, 2013 and revised for Phase II approval June 15, 2015 shall be resubmitted for review and approval by Jeffersor County Department of Community Development. 8.) This approval is for a Stormwater Management Permit to Reclaim an Existing Quarry only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 9.) The parcel has been designated as Commercial Forest under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 10.) 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. Some 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. 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. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see JCC 18.40.810. ‘145-126/5— UDC Administrator MLA13-00074 11tidem ark\data\fo rms1F_MLT_IssuePermit_U.rpt 6/15/2015 Page 3 of 3 18.20.240 Mineral extraction, mining, quarrying and reclamation. (1) In addition to meeting all other applicable requirements of this code, including this section, all new mineral extraction and mineral processing activities located outside of an approved mineral resource land (MRL) overlay district designation (as specified in Article VI-C of Chapter 18.15 JCC) shall be subject to the following standards: (a) New mineral extraction and mineral processing activities in rural residential districts shall require a conditional use permit subject to a Type III permit approval process. / (b)The total disturbed area of mineral extraction, mining and quarrying sites (excluding access roads) and any associated mineral processing activities shall not exceed 10 acres. Any proposed mineral extraction which would create disturbed areas in excess of 10 gross acres shall require an MRL designation in accordance with Article VI-C of Chapter 18.15 JCC. iz (2) The following standards apply to all surface mining and reclamation activities: (a) All surface extraction shall be performed in full compliance with the Washington State Surface Mining Act(Chapter 78.44 RCW). Other extraction must conform with all applicable Washington State laws. (b) Applications for development permits for extraction shall be accompanied by a report prepared by a professional geologist which shall include at least the following information: (i) Types of materials present on the site; (H) Quantity and quality of each material; (Hi) Lateral extent of deposit(s); (iv) Depth of deposit(s); (v) Depth of overburden; and (vi) Method of extraction. 1/ (c) All extraction, surface mining, and reclamation operations must, to the extent possible, employ best management practices (see Chapter 18.30 JCC)for drainage and erosion and sedimentation control, buffer zones, and other precautionary measures as appropriate to protect adjoining lands, surface and groundwater quality and quantity, natural drainage systems, environmentally sensitive areas, wildlife habitat, and scenic resources from adverse impacts resulting from the extraction operations and to meet the standards of this code and other applicable county, state, and federal codes and regulations. (d) Topsoil or other overburden having value for agriculture or other beneficial uses shall not be removed or disposed of in a manner which will reduce its value or prevent its future use. (e) Spoils shall be placed outside of environmentally sensitive areas and shoreline areas. Final slope angle shall be no steeper than 1,5:1. Best management practices shall be employed for drainage and other controls so that: (i) spoils are properly drained and do not cause ponding; (ii) runoff water meets the requirements and standards of this code and other applicable county, state and federal codes and regulations; and (iii) mass soil movement is prevented. (f)All extraction and reclamation activities that create a noise disturbance must take place between 7:00 a.m. and 7:00 p.m. on weekdays, unless extended hours of operation are authorized for emergency purposes by the administrator. No use shall be made of equipment or material which produces unreasonable vibration, noise, dust, smoke, odor, electrical interference to the detriment of adjoining property or the persons having the quiet use and enjoyment of that adjoining property. (g) The alteration, intensification, and expansion of existing gravel pits and surface mining operations is allowed subject to reasonable performance standards to ensure that alteration, intensification, and expansion of such uses have minimal adverse impacts on surrounding areas and uses; and provided, that: (i) If increased off-site impacts (noise, vibration, dust, traffic)would result from expansion, intensification, or modification, a conditional use permit shall be required. (ii) Modification to include a new use or operation (e.g., a rock crusher) shall require a conditional use permit subject to a Type III permit approval process. (h) The following performance standards are required for mining, quarrying and asphalt/concrete batch operations located within a designated susceptible aquifer recharge area or special aquifer recharge protection area. Mining, quarrying and asphalt/concrete batch operations in such areas must also comply with the best management practices identified in JCC 18.30.170 for those activities. Asphalt batch plants are prohibited in special aquifer recharge protection areas (JCC 18.15.250(1)(b)). (i) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plants located within a designated critical aquifer recharge area shall, prior to approval and operation, submit a site evaluation report to Jefferson County for review and approval. Prior to preparation of a site evaluation report, the applicant shall prepare and submit a scope of work for the report to Jefferson County for review and approval. (ii) At a minimum, the site evaluation report shall contain the following elements: (A) permeability of the unsaturated zone, (B) location of nearby sensitive areas (wellhead protection areas, special protection areas, etc.), (C) groundwater depths and flow direction, (D) location, construction, and use of existing wells within one-quarter mile of the subject site, (E) site map at one inch to 2,000 feet scale, (F) activity characterization, (G) proposed best management practices, and (H) a contingency plan. In addition, the following detailed information about the hydrogeologic characteristics of the site and a prediction of the behavior of a contaminant may be required: (A) background water quality compiled over at least a one-year period, (B) contaminant transport modeling based on potential releases to groundwater, (C) modeling of groundwater withdrawal effects, (D) geologic and hydrogeologic characteristics including, but not limited to, surface water on-site and with the subbasin or watershed that may have interactions with groundwater or surface contaminants, and (E) groundwater monitoring plan provisions. (iii) Gravel mining and rock quarrying operations located within a designated critical aquifer recharge area shall, prior to approval and operation, obtain a National Pollutant Discharge Elimination System and State Waste Discharge Individual General Permit(NPDES) for process water, stormwater, and mine dewatering water discharges from the Washington State Department of Ecology, Water Quality Program. (iv) Cement concrete batch plants, and asphalt concrete batch plants located within a designated critical aquifer recharge area shall, prior to approval and operation, obtain a National Pollutant Discharge Elimination System and State Waste Discharge Individual Permit from the Washington State Department of Ecology, Water Quality Program. (v) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plants located within a designated critical aquifer recharge area shall demonstrate that the proposed activities shall not cause degradation of the groundwater quality below the standards described in Chapter 173-200 WAC (Water Quality Standards for Ground Water of the State of Washington). (vi) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plants located within a designated critical aquifer recharge area shall, pursuant to JCC 18.30.170(1), implement the Washington State Department of Ecology's Storm Water, Water Quality, Hazardous Waste, Wetland, and Solid Waste Program BMPs and relevant BMPs from the Departments of Health, Agriculture, Transportation, and State Conservation District Office or demonstrate through a best management practices report pursuant to JCC 18.30.170(2), how they will integrate other necessary and appropriate mitigating measures on the design, installation, and management of the proposed facility or use. (vii) Provide a written agreement to the county providing that all employees at mining, quarrying, cement concrete batch plants, or an asphalt batch plant site, will be notified that the operation lies above an aquifer recharge area and providing annual training regarding all measures set forth by the BMPs established in JCC 18.30.170 (1). (viii) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plants located within a designated critical recharge area shall at all times comply with Olympic Air Pollution Control Authority permit requirements. (ix) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plant operations located within a designated critical area aquifer recharge area shall engage a third party, selection of which is approved in advance by the county, to monitor compliance with regulations and conditions pertaining to their NPDES/state waste discharge permit. Reports shall be prepared and distributed as required in the NPDES/state permit with copies to the county each month unless the permit requires quarterly reporting, in which case copies will be provided to the county quarterly. (x) Mining, quarrying, cement concrete batch plants, and asphalt concrete batch plant operations located within a designated critical area aquifer recharge area shall submit an annual report to the county evaluating implementation of the Department of Natural Resources approved reclamation plan. A qualified, independent consultant approved by the county shall prepare the report. The report shall identify how restoration of the site compares to the approved reclamation plan and whether any corrective action is contemplated by the applicant or required by the Department of Natural Resources. 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DESCRIPTION INIT DATE CONTACT ^\ ~ c 4r pO,i, phone:253-301-4157?WC 253-336-3950 J O a it* 427; beylercansulfin9 corn W SET ON BEYLER 1 A " F..(, II [� h CONSULTING OFFICE O 5.-- 7603 Brld,WA 9 Way W x3D `427 N'dt`9 JEFFERSON COUNTY, WASHINGTON Plan. Design. Manage 7602 Brld,WA 98499 VDRAWN BY: CHECKED BY: SCALE: DATE: ,ea.,eMIN(:uann.N404, JAP LCB WHIZ:1":40' VERT:1"=20 FEBRUARY 19, 2015 .., ""^'""°N"P°°"""'°'°'^1O 1.'.''''"r ,� COUNTY OR MUNICIPALITY WASHINGTON STATE DEPARTMENTOF APPROVAL FOR Natural Resources SURFACE MINING NNW (Form SM-6) NAME OF COMPANY OR INDIVIDUAL APPLICANTS) TOTAL ACREAGE AND DEPTH OF PERMIT AREA Same as name of the exploration permit holder. (Type or print In ink.) (Include all acreage to be disturbed by mining,setbacks,and buffets, and associated activities during the life of the mine.,(See SM-8A.) Discovery Timber Total area permitted will be 40 w/10 active ecru 1 (Bruce Seton) Maximum vertical depth below pre-mining topographic grade is 628 feet Maximum depth of excavated mine floor is 80 feet relative to mean in level COUNTY Jefferson MAILING ADDRESS No attachments will be accepted.Legal descrtptlon of permit area: 4801 S. Discovery Rd. MS 1/4 Section Township Range Pt. Townsend,WA 98368 NE 25 27N 11W Telephone 360-301-1403 Proposed subsequent use of site upon completion of reclamation Forest-Timberland Signature of company representative or individual applicant(s) Name and title of company representative (pleas print/ Dale signed Mr. Bruce Seton, Jr. TO RE COMPLLTLD RV THE APPROPRIATE COUNTY OR MUNICIPAL.ITY. Please answer the following questions'yes'or'no'. Yes No 1. Has the proposed surface mine been approved under local zoning and land-use regulations? ✓ 2. Is the proposed subsequent use of the land after reclamation consistent with the local land-use plan/designation? ✓ When complete,return this form to the appropriate Department of Natural Resources regional office_ Name of planning director or administrative official (please print, Address Signa is 'L.�� � r Title (please print) '7� IA CC V V(-- Telephone Dap DNR Reclamation Permit No. 1 k)o• 31-9 r i LLr/ -4.... 1 fr3R DEPARTMENT USE ONLY: County or Municipality Approve!(SM-11) 3115 David W. Johnson From: David W. Johnson Sent: Tuesday, June 16, 2015 8:14 AM To: Bruce Seton Jr. Cc: David W. Johnson; Brad Biggerstaff Subject: Canyon Creek Quarry Phase II permit Attachments: MLA13-00074 Phase II Invoice.pdf; MLA13-00074 Phase II Permit.pdf; MLA13-00074 Phase II Site Plans.pdf Bruce, Attached is your permit for Phase II of the Canyon Creek Quarry. Also, please pay the attached invoice for my time spent to review and issue the permit. Let me know if you'd like a hard copy send via U.S. Mail. Thanks! David Wayne Johnson - LEED AP- Neighborhood Development Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 LEM A`'q xa ND Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. ASAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requestor. Jefferson County Department of Community De+nelo9trnent S UARENNE Better Budding Starts Here. fal 4M4Hn V_Res Tewwweet WA 431(4 f MO 9'144ISOj deeeetwo PNweew we of 1 ■ INVOICE Date: 6/16/2015 Invoice ID: DCD15ZON13-00022 . SON co JEFFERSON COUNTY 4f.`"/ 64- DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend, WA 98368 360-379-4450 I email: dcd @co.jefferson.wa.us NOCo2 www.co.jefferson.wa.us/commdevelopment Date Due: BILLING ADDRESS: 7/16/2015 DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Consistency Review 195.00 REMIT TO: Total Amount Due: $195.00 Jefferson County DCD 621 Sheridan St. Port Townsend, WA 98368 Please return the above portion with your payment Permit Number: ZON13-00022 Consistency Review 195.00 Total Amount Due: $195.00 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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DESCRIPTION INIT DATE m - ,•�• I MINE EXCAVATION LIMITS JP 05/07 -_�•:4°,,,, ��, phone:253-381-415] c Taz;253-336.3950 C� " I SETON PIT BEYLER ee�ivensmn ..em ° u I� e 8<`��,:. F. CONSULTING OFFICE• 7602 Bridgeport Wey W 73D 0 � �J°a° >,j' JEFFERSON COUNTY, WASHINGTON Plan. Design. Manage Lakewootl,WA 98<99 A DATE: DRAWN BY: CHECKED BY; SCALE nwnavne'.°nesIt nprna'wnnnA.xi.e JAP LCB HORZ:i 200 NERT:N/A FEBRUARY 19, 2015 , 1 --t-- -\--J �--I--1 ---' l--1—r \---4' -I-I-J--i-T/ -rte- -L-t.7_14-1___'. -1—L-.-..'.---1-1 --+—I--� I i J--1 �\ 1 i I 1.__ ■ - 1 / I 1 ' 1 it \ 1 rt \ 1 1 1 1 i l i I I I I 11 II i I 1 1 1{ 1 1 II \1 I\ I \ \1 \1 I k \I 1 I I I l i 1\ V I I I 1 l \ \ 11 \ \ \ 11 1 1 1 1 111�,1\ I I ( I \ I I I I I ! ! d o N �� V 1 1 \ I I I I ! \ a $ in 1 '� ; `" = i 1 1 1 1 I i I \ I f 11 I I 1 I �1 \) y\ \\ \ 1 1 1 \I I I I �\\ 111 I a$ 1 I I I \ 1 I I I I I 1 1 \ v v ` 'V A \ 1 1 1 1 I I i I v_--a I I �g „ `' i I ,I�, i' s I \ , I ( I I I 1 I II 11 1 1 l I ! i I, 1 14� x = . o m I I I \\\ \ \ \ \ $ \ II �$ \\ 1 ' .e 1 1 I _ h. 1 1 1 I I I \ I I I I j 1 I 1 \ \ \\ \ \\ \1� 1 1 I \ I 1_� % I X 1 1 l- I �,Z�4 \��\h\ I I } I j I I I f l l l 1 1 I ! / \\ \I e m ��\ \ 1 1 I f l g \ / ,C--L I- �- ', IN I\\�F 1 I I I I I I I I 1 \ I I 1 r 1 \ 1, R� \ W \ \ \ \ •1 Id 1 .: 1 x \\ \\\•\ y1I I I I I I I I ! • \\ •1 : a \ 1 \ 1 1 1 \\ �° I `\ 1., . �\ f. 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GeoResources, LLC Ph.253-896-1011 5007 Pacific Hwy E,Suite 16 Fx.253-896-2585 Fife,Washington 98424-2649 piAY 1 12014 April 14, 2015 Discovery Timber 4890 S Discovery Rd fi Port Townsend, WA 98368 c:' Geologic and Hydrogeologic Report Canyon Creek Mine Permit Upper Hoh Road - Forks Area Jefferson County,Washington Job:Seton.CanyonCk.G R.2 PN: 711252000 INTRODUCTION This geologic and hydrogeologic report provides technical information for the proposed Canyon Creek Mine Site situated in Jefferson County, Washington. Specifically, this report provides geotechnical, geologic and hydrogeologic information for the Washington State DNR mine permit application. The Canyon Creek mine site permit covers approximately 80 acres in Section 25, Township 27 North and Range 11 West. The site is situated north of the Canyon Creek and the Upper Hoh Road in a large timber producing area. The relative location of the site is illustrated on the Site Plan, Figure 1. The Canyon Creek mine site has operated since the 1980s' on an intermittent basis, but remained less than 3 acres until recently. The current mine area is approximately 4.7 acres. The total site area with stockpiles, roads and stormwater management areas is approximately 12 acres. Although portions of the stockpile areas are being reclaimed, the current DNR mine reclamation application consists of 80 acres in order to incorporate all of the disturbed areas. Portions of the adjacent areas to the west and south are also owned by the Discovery Timber Company. The remaining surrounding area is generally owned/managed by timber resource companies. The long term use of the subject site and surrounding area is Forestry. Copies of the Reclamation Plans are included in Appendix "A". Site Photographs are included in Appendix "B". We understand that DNR has visited the site. We have met with DNR to review the proposed mine reclamation plans and portions of the supporting documentation. The current proposal is to acquire the mine reclamation permit necessary to be in compliance with the DNR and County regulations, and continue the historic mining operations. As previously indicated, the site has historically operated on an intermittent basis, primarily proving material for on-site road construction, and to Jefferson County for emergency road and river maintenance projects. We further understand that no changes in site operations, aggregate production or traffic volumes/patterns are proposed. The new permit area will effectively bring the site into regulatory compliance. Fifty-foot buffers are proposed within the permit area to buffer the adjacent forest lands. The requested SEPA is included in the permit application package. The general Sand and Gravel permit is being prepared separately. Our report is being provided as part of the submittal for procurement of the Reclamation permit for the site. The proposed mine permit area within the property is illustrated on the Site Plan, Figure 2. The services described in this report were prepared under the responsible charge of Brad Biggerstaff, LEG, LHG and Dana Biggerstaff, PE. Discovery Timber—Canyon Ck Site April 14,2015 Page 2 SITE CONDITIONS Surface Conditions The Canyon Creek Mine site is situated on a south-facing slope above the Canyon Creek within the Olympic Mountains. The site is situated north of the Canyon Creek and the Upper Hoh Road. The site is accessed by a gravel road that extends north from the Upper Hoh Road. The site area is within and part of a large timber management area. The site area geomorphology is generally the result of erosion since the formation of the Olympic Mountains. As previously indicated,the Canyon Creek mine site has operated since the 1980's on an intermittent basis. Until recently, the disturbed areas have remained less than 3 acres, thus a DNR permit was not required. The mine area is approximately 4.7 acres, with stockpile, road and stormwater management areas adding an additional 7 acres. The current proposal is to reclaim portions of the stockpile areas. The current DNR mine reclamation application includes 80 acres in order to incorporate all of the disturbed areas and expansion area. Portions of the adjacent areas to the west and south are also owned by the Discovery Timber Company. The remaining surrounding area is generally owned/managed by timber resource companies. The topography in the mine area ranges from approximately Elevation 400 in the south to Elevation 900 in the north. The mine site is generally situated in a bedrock area that slopes to the south,towards the river. Native slopes in the site area range from gently sloping to steeply sloping, locally reaching up to approximately 140 percent. Slopes above the site to the east locally reach 200 percent with occasional near vertical bedrock outcrops. The native slope areas are generally well vegetated with second growth timber, with no evidence of landslide activity or erosion: A small drainage channel traverses the area to the east of the site, becoming a Type 3 stream southeast of the subject site. Ongoing mining activity has resulted in temporary localized cut slopes of 0.5H to 1V(Horizontal to Vertical)with locally steeper near vertical working faces in the active mine area. The site area topography is illustrated on the Site Plan, Figure 2. The approximate existing conditions, proposed mine permit area,final mine plan topography and cross-sections are illustrated on the Mine Reclamation Plans, Appendix "A". Vegetation in the undisturbed areas consists of young to moderate second growth fir trees with a moderate to dense understory. No significant groundwater seepage has been observed in the site area. Stockpile material is generally located below the active mine area, along the access road. Stormwater is managed by a system of berms and swales that direct water to stormwater structures and ponds in the east central portion of the site. The stored water is seasonally utilized for dust control. Based on our site reconnaissance and discussions with Mr. Bruce Seton, owner/operator, the stormwater system has functioned well,including last March when record rainfall levels occurred. Site Soils A review of the Soil Survey of Jefferson County(Soil Conservation Survey) indicates that the soils in the site area consist of the Hoko gravelly silt loam (HKC)and Klone-Hoko Association soils (KND). The Hoko soils are generally derived from basal till soils. The Klone-Hoko are also commonly derived from basal till material. The NRCS-SCS map for the site area is included as Figure 3. Based on our site observations and data review, the site soils are more derivatives of weathered bedrock materials. Based on our site observations of the exposed rock in the Discovery Timber—Canyon Ck Site April 14, 2015 Page 3 area,the underlying materials consist Tertiary marine sedimentary rocks that have been slightly metamorphosed. Geologic Conditions Geologic conditions at the site were evaluated by observing the exposures in the mine area and outcrops in the general site area, a review of the available geologic data and our experience in the area. Locally a thin layer of recessional outwash and/or colluvium were encountered above the bedrock materials. Although basal till is mapped in the area, we did not observe this material. Bedrock in the site area, and the material being mined at the site, consists of slightly metamorphosed Tertiary marine sedimentary rocks, likely. Mining will extend to an approximate Elevation of 630 feet. The bedrock material mined at the site is a high value aggregate with minimal reject material. What material is not salable will be utilized as fill in the road areas, and for reclamation, and grading for drainage control and stormwater collection at the site. Our interpretation of the subsurface conditions in the site area are presented on the cross- sections included in Appendix "A". Groundwater Conditions No water supply wells are located in the Canyon Creek Mine or adjacent areas. No evidence of seepage or springs were observed or reported in the site area. Proposed mining at the mine site will extend to an Elevation of approximately 630. As no wells are located in the area, and there is no aquifer identified below the site, the risk of impacts to water quality or volume from mining at the site are little to none. Reclamation slopes at the site will generally consist of 111 to 1V or flatter excavated slopes to generally match the existing native slopes in the area, and in accordance with DNR guidelines. Localized steeper areas may be required locally to match the existing adjacent topography. The current plan is to utilize reject fines for reclamation as needed. Stormwater runoff at the site will be directed to on-site stormwater ponds. On-site water use is currently provided by collected stormwater runoff. Critical Area Designation Geologic critical areas in Jefferson County area based on Code 18.22.160, summarized below: (a) Erosion Hazard Areas. Areas containing soils or soil complexes described and mapped within the United States Department of Agriculture, Soil Conservation Service, Soil Survey for Jefferson County as having a severe or very severe erosion hazard potential. (b) Landslide Hazard Areas. Areas potentially subject to mass movement due to a combination of geologic, topographic and hydrologic factors including: (i) Areas of historic failures or potentially unstable slopes, such as: (A) Areas described and mapped as having severe or very severe building limitations for dwellings without basements within the United States Department of Agriculture, Soil Conservation Service, Soil Survey for Jefferson County; (B) Areas described and mapped as recent or old landslides or slopes of unstable materials within the Washington State Department of Ecology Coastal Zone Atlas of Jefferson County; and Discovery Timber—Canyon Ck Site April 14,2015 Page 4 (C) Areas described and mapped as areas of poor natural stability, former landslides and recent landslides by the Washington State Department of Natural Resources, Division of Geology and Earth Resources; (ii) Areas potentially unstable as a result of rapid stream incision, stream bank erosion, or undercutting by wave action; and (iii) Areas with any indications of earth movement, such as: (A) Rockslides; (B) Earthflows; (C) Mudflows; and (D) Landslides. (c) Seismic Hazard Areas. Areas subject to severe risk of damage as a result of earthquake-induced ground shaking, slope failure, settlement, soil liquefaction, or surface faulting. These areas are identified by the presence of: poorly drained soils with greater than 50 percent silt and very little coarse material; loose sand or gravel, peat, artificial fill and landslide materials; or soil units with high organic content. (d) Channel Migration Zones (CMZs). Areas subject to the natural movement of stream channel meanders. Those areas within the delineated high risk CMZ area (the area in which channel migration is likely to occur within the next 50 years) are subject to this article. Disconnected migration areas, which are areas that have been disconnected from the river by legally existing artificial structure(s) that restrain channel migration (such as levees and transportation facilities built above or constructed to remain intact through the 100-year flood elevation) and are no longer available for migration by the river, shall be excluded from review under this article. Moderately high, moderate, and low risk CMZs areas are also excluded from review under this article. e) Areas identified in a variety of publications including geologic maps prepared for Jefferson County. CONCLUSIONS GENERAL Based on our site observations of the exposed soils at the mine site, it is our opinion that the historic Canyon Creek Mine area is suitable for the proposed mining activity and for the production of quality aggregate products. Conventional quarry reclamation slopes of 1H to 1V or flatter will be utilized to match the slopes in the general area,with local variations/steeper areas to match existing adjacent topography will be utilized at the site. Relative to Geologic Critical Areas in Jefferson County, portions of the site slope steeply and meet the technical criteria of erosion and/or geologic hazard areas. However, based on our site observations, the existing mine area is stable relative to surface erosion and slope stability. In addition, the DNR reclamation plan will require that the site be stabilized both during mining operations and for the subsequent forestry use, following reclamation. Stormwater runoff at the site will continue to be directed to the on-site storm pond system. We do not expect that the pond location will change significantly. Therefore, no off-site impacts will occur related to stormwater runoff from the site. Discovery Timber—Canyon Ck Site April 14,2015 Page 5 EARTHWORK Site Preparation All areas to be graded/excavated/mined should be cleared of deleterious matter including any debris and vegetation. Based on our explorations, we estimate that stripping on the order of 0.0 to 6 inches will be necessary to remove the root zone and surficial soils containing organics, as there is little to no topsoil in the site area. Areas with deeper, unsuitable organics may occur in the vicinity of depressions, slopes or heavy vegetation. Stripping depths of up to 1 foot may be required these areas. These materials may be stockpiled and later used for erosion control and revegetation/reclamation. Based on our understanding of the project, reclamation slopes at the site will be cuts into the native soils, rather than fill slopes. Where placement of fill material is required for roads, grade transitions or drainage control, the exposed subgrade areas should be compacted to a firm and unyielding surface prior to placement of any fill. We recommend that trees be removed by overturning in fill areas so that a majority of the roots are removed. Excavations for tree stump removal should be backfilled with structural fill compacted to the densities described in the "Structural Fill" section of this report. Where it is necessary to place fill material on slopes that are steeper than 5H to 1V,the fill material should be "keyed" into the undisturbed native soils by cutting a series of horizontal benches. The benches should be 1 Y2 times the width of equipment used for grading and a maximum of 5 feet in height. Any soft, loose or otherwise unsuitable areas delineated during proofrolling or probing should be recompacted, if practical, or over- excavated and replaced with structural fill, based on the recommendations of our site representative. CUT AND FILL SLOPES Temporary cut slopes may be necessary during mining/grading operations. As a general guide,temporary slopes of 1/4H to 1V(horizontal to vertical) or flatter may be used for temporary cuts in the undisturbed bedrock materials. Temporary slopes of 1/2 H to 1V or steeper may be used in the weathered bedrock materials (medium dense to very dense condition). These guidelines assume that the temporary cut slopes will not exceed 50 feet in height, and that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the slope. In addition, the slope inclination should be flattened if seepage occurs on the slope face. Where disturbed/altered or "rotten" rock is encountered, or adverse fracture/joint patterns are encountered, it may be necessary to flatten the slopes. We recommend a maximum of 1H to 1V or flatter for permanent cut slopes. No significant fill slopes are proposed at the site. Where these slopes are not feasible, but bedrock occurs, steeper slopes may be utilized based on the recommendations of a geotechnical professional. We expect this may occur in areas where the adjacent rock has a naturally steeper slope. Surface drainage should be directed away from all slope faces. Some minor raveling may occur with time. All final reclamation slopes with soil material should be seeded as soon as practical to facilitate the development of a protective vegetative cover or otherwise protected. STORMWATER CONTROL Based on our observations, a portion of the precipitation on the site currently percolates into the jointed bedrock material. The remaining runoff sheet flows to the lower portion of the site where it is collected and managed with a system of ditches, swales, Discovery Timber—Canyon Ck Site April 14,2015 Page 6 pipes, catchbasins and storm ponds. Based on our discussions with Mr. Bruce Seton, the ponds have functioned well, including the 2014 March record rainfall levels. Soils in some of the post-mined area will likely consist of permeable silty sand and gravels (crushed rock). It is our opinion that infiltration of storm runoff water is feasible at the site where this condition occurs. Areas of where bedrock is close to the surface will likely limit infiltration. Stormwater runoff within the mine area will be directed to the site's pond detention system, in the northwest corner of the site. Based on our review of the current plans, stormwater collected at the site will be directed to the northwest portion of the site and infiltrated or released in a controlled manner to the existing drainage channel in that area. POTENTIAL SURFACE WATER IMPACTS Potential impacts to surface water in the site area are related potential mine equipment contaminants and sediment transport. As indicated above, all surface runoff during mining operations will be contained on-site. Therefore, no adverse impact should occur. A WDOE General Permit for sand and gravel will be submitted separately. POTENTIAL GROUND WATER IMPACTS It is our opinion that there will be no adverse impacts on groundwater as a result of the proposed mining activity. The potential groundwater impacts are typically related to the relationship between precipitation, surface water, shallow subsurface runoff, evapotransporation, groundwater recharge and the proposed site activities. No groundwater seepage has been encountered at the site during historic mining activities. No dewatering is necessary at this site. No adverse impacts to the groundwater systems have been observed or reported during the historic mining activity at the site. As the site is developed, a portion of the natural vegetative cover will be replaced with mine and reclaimed areas. The replacement of the natural cover with mine and reclamation area will result in a slight but temporary decrease in evapotransporation, with a consequent increase in runoff. As previously noted, no significant or measurable infiltration of surface water occurs in the active mine area, therefore, ground water recharge. Following reclamation and revegetation of portions of the mine area,the recharge conditions will return to the historic forested conditions. Effectively, this is similar to an area being logged and then re-forested. All mining activities, erosion control, stormwater management, and equipment operation/fueling activities will be conducted in general accordance with the industry BMP's and County, State and Federal regulations. All equipment fueling activities will be conducted in a contained area. Based on the historic performance at the site, no adverse impacts should occur. LIMITATIONS We have prepared this report for use by Discovery Timber Company and members of the design team, for use in the design and permitting this project. The data used in preparing this report and this report should be provided to other team members and regulators. Our report, conclusions and interpretations are based on data from others and limited site reconnaissance, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible and may also occur with time. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended Discovery Timber—Canyon Ck Site April 14,2015 Page 7 to direct the mining methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. If there are any changes in the grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, we should be given the opportunity to review our recommendations and provide written modifications or verifications, as appropriate. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time this report was prepared. No other conditions, express or implied, should be understood. ♦ ♦ ♦ We hope this satisfies your current needs. If you have any questions or require additional information, please contact us. Respectfully submitted, GeoResources, LLC Brad P. Biggerstaff, LEG,LHG Dana C. Biggerstaff, PE Principal Sr. Engineer .t.W_shi ' ✓ ' �� �s s, , pr . Ei weer P(-� y, zp28 g . ifA. < ,�WU'' t �ei7Se. 80A0 . 4 .g, 50�Q R. 4.' I BRADLEY P BIGGERSTAFF 1 't1,�RBNAL Q 4/ri/bs BPB:DCB:bpb Document ID:Seton.CanyonCk.RG.2(Jefferson County Title 18) Attachments:Figuret:Vicinity Map Figure 2a:Site Aerial Photograph Figure 2b:Site Plan Figure 3:NRCS Soils Map Figure 4:Geologic Map Appendix"A":DNR Reclamation Plans Appendix"B":Site Photographs Gebltlr[FA IIyN 77" Approximate Site Location (map created from Bing Maps https://www,bing.com/maps/default.aspx) kwlr_ Not to Scale GeoResources, LLC Site Location Map 5007 Pacific Highway East, Suite 16 Proposed Aggregate Pit Fife,Washington 98424 Hoh River Pit Phone: 253-896-1011 Jefferson County, Washington Fax: 253-896-2633 Job:SetonConstruction.HOhPn December 2014 Figure 1 1 f 1 1 • 11 4 i 1 II r I 1 I 1- ` 1 ' , ' 1 I i I t :::•'-') 1'. 3 4 6 3 4 S 5 3 5 5 TY I " 1 1 ,1 I I t r I '\ \ \ 'I 1 t ' I I n1 1 111 , i , 1 I i I I tl . 1 I \I 1 \ ,1 11 1\ \ 1 I ', ' I I '11 t -, a 1 1 \ r I 11 1 v 1 • S°ay d i' t 7 ' i 9 T d - 4 a I i ■ r I 1 ' .eeEi\ \PI 1 ; I 1 !i 1 '\ 111 .; ".L , ' I \ 1 I � 1 r I 1 V' ,n1 6ii R. gal\ \\ , 1 1 11 . / I "'\- ;I.\In\. 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Sandstone&Shale residuum 50 to to 90 Severe D HH Hoh silt loam Alluvium 1 to 2 Slight B HKC Hoko gravelly silt loam Basal till 0 to 15 Moderate C HW Huel loamy fine sand Alluvium 0 to 3 Slight A KAB Kalaloch loam Glaciofluvial Deposits 0 to 8 Moderate B Moderate to c KND Kione-Hoko Association Basal till 151030 severe SSE Sollecks channery silty clay Residuum weathered from sandstone 30 to 50 Severe B loam and shale v <e 5 Not to Scale GeoResources, LLC NRCS Soils Map 16 5007 Pacific Highway East, Suite Proposed Aggregate Pit Fife,Washington 98424 Hoh River Plt Phone: 253 896 1011 Jefferson County, Washington Fax: 225533:889966:21603131 53 896 2633 Job:SetonConstructlon.HohPit I December 2014 I Figure 3 MEm Qad Qa Qad MEm Qls Qls Approximate Site Location Geologic Map created from WA DNR ArcGIS 100k surface geologic contact data Qls Landslide Deposits Qa Alluvium Deposits Qad Pliestocene Alpine Glacial Drift �d t Miocene-Eocene Marine Sedimentary Rocks w*„ S Not to Scale GeoResources, LLC Geologic Map 5007 Pacific Highway East, Suite 16 Proposed Aggregate Pit Fife,Washington 98424 Hoh River Pit Phone: 253-896-1011 Pierce County, Washington Fax: 253-896-2633 Job:SetonConatruction.HohPlt December 2014 Figure 4 APPENDIX "A" I 9l - ...—:r-w:.�..a sx'a. ,a7-c. /N M,M:L:n,.. :x ro I a•,.,aa _ n I\ :.,nn...,; .6eayy'u6[sop'ueld nicuMINSVM 'AJROOD NOStRii3r % ' Ui Q OP1.,R.•pp 'I �.�....ry aa-iAaa lid N013S % ' "- U tone 8 SAAR nW w:,i/]Hon : 14111 „:.':oN �i�i�p � € ><w .e11 ,a1,.1.�,�e> Mir 133NS a3A03 ��O:J4�� A p 6 A 3 8 y 111A I Y ii 0 �g c II '^ 0 ^ . 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' ''f�„' t d' ; ' {. 4 4a... t1T ' -'4'/".',. ° 4 i : .' 3 F . te &em '` S t. 2 G •• 1t4 tE*4$��,t a }y C''''''1 r, x•''' 1 [ At(co( ( 6— (Jv LC1C7 0 o v -N) ur +mac V- A 3 - cf a o i — ocia J e e` o/,_ �� S <C�1 G� '� CJ� rye G. Y 4 e Co Ca/U 13 g0 ( 2_G—tool ec -3Q ( d oyec,v (O 18.30.170 Mining, quarrying and asphalt/ concrete batch plant best management practices in critical aquifer recharge areas. The following shall be considered minimum development standards necessary only for mineral extraction, quarrying and asphalt/concrete batch plant operations located in susceptible aquifer recharge areas or special aquifer recharge protection areas as defined in Article VI-E of Chapter 18.15 JCC. See also the performance and use-specific standards requirements of JCC 18.20.070 (Asphalt and Concrete Batch Plants) and JCC 18.20.240 (Mineral Extraction, Mining, Quarrying and Reclamation) for general mining, quarrying and asphalt/concrete batch plant operations. Asphalt batch plants are prohibited in special aquifer recharge protection areas (JCC 18.15.250(1)(b)). (1) Best Management Practices. (a) Concrete and Asphalt Production at Stationary Sites. This activity applies to any activity that mixes raw materials on-site to produce or enhance concrete or asphalt. It also applies to subsequent activities such as pouring concrete structures, and making other concrete and asphalt products. Mishandling of raw materials on concrete production can introduce suspended solids and heavy metals to stormwater runoff and cause pH increases in receiving waters. In addition, stormwater pollution can result from washing of waste concrete from trucks, forms, wheelbarrows, buckets, and other equipment in the work area. The loose chunks of aggregate resulting from washing of equipment can easily reach storm drains, either in the wash water itself or in stormwater runoff. Asphalt emulsion and chunks of aggregate can easily wash off of equipment used in mixing and production in a similar manner as concrete. Mobile concrete pouring and asphalt application are covered under a separate activity in these administrative rules. Concrete production at mining sites is also covered by this activity. (i) Minimum Requirements. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in concrete and asphalt mixing and production: (A) Discharge all process water from production, pouring, and equipment cleaning activities to a sump, process water treatment or recycling system, or sanitary sewer system. (B) Contain the production and pouring area to prevent stormwater from entering the area and carrying pollutants away. (C) Routine maintenance. (I) Sweep the production and pouring areas weekly, if it is paved, to collect loose chunks of aggregate and raw material particles for recycling or proper disposal. (II) Do not hose down area to a storm drain. (ii)Additional BMPs. The following BMPs, intended to provide improved pollution control, may be required of an applicant by the administrator in a manner consistent with Chapter 18.40 JCC: (A) Use an oil control device in the catch basins to treat stormwater runoff. (B) Cover the production area with provisions for prevention of stormwater run on. (C) Pave the mixing, production and/or pouring area(s)with a slope to a central collection area. For concrete production and pouring activities, a sump drain should not be provided because it would be quickly clogged with hardened concrete. It may not be wise to segregate the mixing and pouring area from the curing area because wastewater from curing applications could be collected by a drain. By sloping the pavement to a central location, loose chunks of concrete or asphalt aggregate can be collected more easily and recycled or disposed of properly. (b) Storage of Liquid Materials in Stationary Tanks. This section applies to any activity that stores any type of liquid chemicals, waste oils, solvents, or petroleum products in above-ground storage tanks. Leaking tanks on these sites can contribute toxic compounds, oils and greases, heavy metals, abnormal pH, and nutrients to stormwater runoff. In addition, spills may occur during liquid transfer operations to and from the tanks. This activity does not apply to underground storage tanks or to businesses permitted by the Washington State Department of Ecology to treat, store, or dispose of dangerous wastes. Storage of reactive, combustible, or flammable liquids must comply with the fire code requirements and may need to comply with the Washington State Department of Ecology regulations. (i) Minimum Requirements. The following BMPs, or equivalent measures, methods or practices are required if you are engaged in storage of liquid materials in stationary tanks: (A) Store and contain liquid materials in such a manner that if the tank is ruptured, the contents will not discharge, flow or be washed into the storm drainage system, surface waters, or groundwater. OR (B) If the liquid is oil, gas or other material that separates from and floats on water, install a spill control device (such as a tee section) in the catch basins that collect runoff from the storage tank area. (C) Routine Maintenance. (I) Place drip pans or absorbent materials beneath all mounted taps, and at all potential drip and spill locations during filling and unloading of tanks. Any collected liquids or soiled absorbent materials must be reused/recycled or properly disposed. (II) Store and maintain appropriate spill cleanup materials in a location known to all near the tank storage area; and ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. (Ill) Sweep and clean the storage area monthly if it is paved; do not hose down the area to a storm drain. (IV) Check tanks (and any containment sumps) daily for leaks and spills. Replace tanks that are leaking, corroded, or otherwise deteriorating with tanks in good condition. Collect all spilled liquids and properly dispose of them. (c) Storage of Any Liquid Material in Portable Containers. This section applies to any activity that stores any type of liquid chemicals, waste oils, solvents or petroleum products in portable containers (such as drums). This activity covers permanent storage as well as temporary storage areas at temporary sites. Spills and drips of these liquids, or overtopping of storage containers, can contribute toxic compounds, oils and greases, heavy metals, abnormal pH, and nutrients to stormwater runoff. This section does not apply to businesses that are permitted by the Washington State Department of Ecology to treat, store, or dispose of dangerous waste. Storage of reactive, combustible, or flammable liquids must comply with the Washington State Department of Ecology regulations. (i) Minimum Requirements. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in storage of liquid materials in portable containers: (A) Place tight-fitting lids on all containers. (B) Enclose or cover the containers where they are stored. The local fire district must be consulted for limitations on clearance of roof covers over containers used to store flammable materials. (C) Raise the containers off the ground by use of pallet or similar method, with provisions for spill control. OR (D) Contain the material in such a manner that if the container leaks or spills, the contents will not discharge, flow, or be washed into the storm drainage system, surface waters, or groundwater. (E) Place drip pans or absorbent materials beneath all mounted container taps, and all potential drip and spill locations during filling and unloading of containers. Any collected liquids or soiled absorbent materials must be reused/recycled or properly disposed. (F) Routine Maintenance. (I) Store and maintain appropriate spill cleanup materials in a location that is known to all employees near the tank storage areas, and ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. (II) Sweep and clean storage area monthly if it is paved; do not hose down the area to a storm drain. (III) Check containers (and any containment sumps) daily for leaks and spills. Replace containers that are leaking, corroded, or otherwise deteriorating with ones in good condition. If the liquid chemicals are corrosive, containers made of compatible materials must be used instead of metal drums. New or secondary containers must be labeled with the product name and hazards. (IV) Collect all spilled liquids and properly dispose of them. (d) Storage of Soil, Sand, Salt and Other Erodible Materials. This section applies to stockpiling erodible raw materials such as soil, sawdust, gravel, sand and road de-icing salts. It covers permanent sites as well as temporary construction sites and other temporary locations. Raw material stockpiles can easily erode due to wind or precipitation and contribute suspended solids, nutrients, heavy metals, and abnormal pH to stormwater runoff. (i) Minimum Requirements. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in the storage or stockpiling of erodible material on a normal or temporary basis: (A) Site and contain the stockpiles of raw material in such a manner so as to prevent off-site impacts of surface water runoff, erosion, and sedimentation. (B) Routine Maintenance. (I) Sweep paved storage areas monthly for collection and disposal of loose solid materials; do not hose down the area to a storm drain or conveyance ditch. (II) Stock cleanup materials, such as brooms, dust pans, and vacuum sweepers (if desired) near the storage unit. (ii)Additional BMPs. The following BMPs, intended to provide improved pollution control, may be required of an applicant by the administrator in a manner consistent with Chapter 18.40 JCC: (A)A catch basin insert, configured for sediment removal, may remove some of the pollutants in runoff from this activity. (Catch basin inserts require frequent maintenance to be effective. Carefully consider this when making your decision.) (e) Engine Repair and Maintenance. This activity applies to operations that conduct engine repair and maintenance in vehicles and other equipment. It also applies to mobile vehicle maintenance operations, such as at construction sites. This common activity can lead to immediate stormwater contamination if it is not done in a controlled manner. This activity can contaminate stormwater with toxic hydrocarbons, other toxic organic compounds, oils and greases, abnormal pH, and heavy metals. Related vehicle maintenance activities are covered under the following activity headings in these administrative rules: "Painting, Finishing, and Coating of Vehicles, Products and Equipment," "Vehicle Washing and Stream Cleaning," "Fueling Operations, and Vehicle and Equipment Parking and Storage." (i) Minimum Requirements. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in engine repair and maintenance: (A) If temporary work is being conducted outside, use tarp, ground cloth, or drip pans beneath the vehicle or equipment to capture all spills and drips. The collected drips and spills must be disposed of, reused, or recycled properly. (B) If the work is done on a regular basis at a stationary business location, move the activity indoors. (C) Routine Maintenance. (I) Employees must be educated on proper handling and disposal of engine fluids. (II) Store and maintain appropriate spill clean up materials in a location known to all; and ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures (reusable cloth rags can be used to clean up small drips and spills instead of disposables; these can be washed by a permitted industrial laundry; do not clean them at home or a coin-operated laundry business). (III) Sweep the maintenance area weekly, if it is not paved, to collect loose particles, and wipe up all spills with rags and other absorbent material immediately; do not hose down the area to a storm drain. (ii)Additional BMPs. The following BMPs, intended to provide improved pollution control, may be required of an applicant by the administrator in a manner consistent with Chapter 18.40 JCC: (A) Absorbent material such as pillows or brooms can be used around storm drains or in catch basins to absorb oil and other substances. A qualified disposal contractor must pick up used absorbent material containing oil or other engine fluids. (B) A catch basin insert, configured for oil removal, may remove some of the pollutants in runoff from this activity. (Catch basin inserts require frequent maintenance to be effective. Carefully consider this when making your decisions.) (f)Vehicle Washing and Steam Cleaning. This activity applies to operations that receive shipments of bulk liquid materials by truck or rail and transfer those liquids into storage tanks or containers or handle the truck or rail loading of liquid materials from tanks. Spills and drips of these liquids can potentially contribute toxic organic compounds, oils and greases, nutrients, heavy metals, and abnormal pH to stormwater runoff. (i) Minimum Requirements. The following BMPs, or equivalent measures, methods, or practices, are required if you are engaged in vehicle washing and steam cleaning: (A) It is allowable to rinse down the body of a vehicle, including the bed of a truck, with just water without doing any washwater control BMPs. (B) If you wash (with mild detergents) on an area that infiltrates water, such as gravel, grass or loose soil, it is acceptable to let the washwater infiltrate as long as you only wash the body of the vehicles. (C) However, if you wash on a paved area and use detergents or other cleaners, or if you wash/rinse the engine compartment or the underside of the vehicles, you must do one of the following options: (I) Designate and pave wash area to wash all vehicles in. Discharge wash water from vehicle cleaning operations to a sanitary sewer, holding tank, or process treatment system or process through an enclosed recycling system. The local sewer authority may have limits on the types and amounts of pollutants, such as oil and heavy metals that can be discharged to a sanitary sewer. Absolutely no untreated wash water can enter storm drains. OR (II) Designate and pave wash area to wash all vehicles in. Use a storm drain cover or other effective method of preventing all wash and rinse water from entering a storm drain or other drainage system feature. All runoff from the activity must be collected from proper disposal to a sanitary sewer. A wet vacuum or pump can be used for this. There are several products commercially available that enable collection of runoff. This requirement also applies to mobile vehicle washing services. OR (III) Take the vehicles to a commercial car wash or use a mobile washing service that complies with either of the previous options. (D) Designated wash area must be well-marked with signs indicated where and how washing must be done. (E) Oil changes and other engine maintenance cannot be conducted in the designated washing area. (g) Optional BMPs. The BMPs listed below are measures that should be considered at all times for improving pollution control. While these BMPs are not mandatory, applicants are encouraged to incorporate them in their plan for implementing BMPs, and the administrator may, in a manner that is consistent with Chapter 18.40 JCC, require that an applicant implement one, several or all of the BMPs listed in this section. Implementing one, some or all of these BMPs may reduce or eliminate the need to implement other more complex or costly BMPs. (i) Locate activities as far as possible from surface drainage paths. Locating activities on high ground, far from drainage paths, ditches, gutters and storm drains allows more time to recognize spills and act to prevent water contamination. (ii) Avoid the activity or reduce its occurrence. Often an alternative production process or material application process can be used to substitute for another, more polluting, process. Ideally, a polluting activity can be avoided altogether, or its frequency of occurrence reduced. An example is washing vehicles less often or taking vehicles to commercial car washes or detail shops rather than washing on-site. (iii) Use less material. Improper disposal of excess material or increased application of materials simply because excess is available can cause pollution. Purchase only the amount of material that will be needed for foreseeable use. In most cases you will see cost savings in both purchasing and disposal. ICI (iv) Use the least toxic materials available. All applications of solid and liquid materials should use the least toxic products and raw materials available, whether in production; cleaning; pesticide applications; or other uses. (v) Create and/or maintain vegetated areas near activity location. Grass and types of vegetation can filter out many pollutants in stormwater runoff. Vegetated areas should be maintained around areas where polluting activities occur, especially down slope of activity areas. Routine maintenance will keep vegetated areas healthy and capable of filtering pollutants. (vi) Recycle as much as possible. Recycling is always preferable to disposal of unwanted materials. Leftover paints, finishes, cleaning materials, building materials, etc., may be used by someone else, so don't throw them away. Contact a neighbor, friend, school, church, community group, theater group, etc., to see if your leftover materials can be used. Many empty containers and other common items are recyclable. Contact the Jefferson County Recycling Center for recycling options. (vii) Educate others about stormwater pollution prevention. Educate your employees, business associates, contractors, family, and friends about stormwater pollution control. Encourage others to find solutions to stormwater pollution problems, and to continue learning about pollution control techniques. (viii) Implement treatment BMPs. Treatment BMPs are used to remove pollutants from stormwater before being discharged from a site. These include oil separators and other catch basin inserts that control pollutants in the piped system and as well as numerous biological systems such as a biofiltration swales, infiltration, and constructed wetlands. These BMPs may be a preferred option in certain circumstances. (2) Best Management Practices (BMP) Report Criteria. The following criteria shall apply when preparing a best management practices (BMP) report: (a) The report shall be prepared by, or done under the direction of or designed by, a qualified person with demonstrated expertise in the industry or field as demonstrated by a statement of qualifications. (b)The report will identify appropriate BMPs and how they will be employed to prevent degradation of groundwater. Examples of BMPs are found in subsection (1) of this section. All necessary technical data, drawings, calculations, and other information to describe application of the BMPs must be supplied. (c)The report shall identify how the applicant will satisfy the requirements of the Dangerous Waste Regulations, Chapter 173-303 WAC, in the event that hazardous material is released into the ground or groundwater. (d) The report shall be reviewed by the department of community development or a consultant hired by the county, at the applicants expense, for this review. The county may consult with the Jefferson County health department, State of Washington Departments of Health or Ecology, independent reviewer, or any parties as it sees fit. [Ord. 8-06 § 1] JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 DATE ISSUED: August 01, 2013 DATE EXPIRES:August 01, 2014 MLA NUMBER: MLA13-00074 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: Stormwater with SEPA- Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. PROJECT LOCATION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road, Forks CONDITIONS: 1.) All construction activities shall not encroach upon the Stream buffer. This includes the storage or preparation of materials. 2.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 3.) A Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) The applicant shall obtain a Surface Mining Reclamation Permit from the Department of Natural Resources. 5.) Reclamation activities render a site active for monitoring and fee designation. A change of activities form is required to be completed and submitted to Ecology at least 10 days prior to the activity beginning or ceasing. Active sites means a location where current mining (including site preparation and reclamation) or processing operations (including, but not limited to, crushing, classifying, or operating a concrete or hot mix asphalt batch plant) or stockpiles associated with current mining or processing operations, are located. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) The application was reviewed by the Jefferson County Department of Community Development staff on July 29, 2013 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"N" Streams (not within 200 feet of project site); Spotted Owl Habitat; Susceptible/Unknown Aquifer Recharge Area. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) A Type"N" Stream (Fish and Wildlife Habitat Conservation Area) has been identified on the subject property. The stream will require a buffer of 50-feet. The buffer shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 5.) Stream Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 6.) Reviewed under the State Environmental Policy Act(SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance (DNS) issued on August 1, 2013. 7.) The site plan as submitted with the Stormwater Management application on May 21, 2013 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated July 29, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 8.) This approval is for a Stormwater Management Permit to Reclaim an Existing Quarry only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 9.) The parcel has been designated as Commercial Forest under the Jefferson County Comprehensive Land Use Map effective August 28, 1998. 10.) 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" occujs. 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. 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. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see JCC 18.40.810. OPP foriie 9'• 3/1 /20( UDC Administrator MLA13-00074 n n :1-1 11 z z i Q b O O O j .—. x—a .n c,R 7J M 1 a4°• a R v � a. Vrt v. - w. D m ax=*. `V m V a �, 'l i , yg 4,-- y S y[ C \y J! syrty y a. 4t T yr i' t11}q�� O •" ATS a.. .G1"c Y r .. - k 4 a,.r ° ° '� `� v t 4-$",r a ,41011 r . _ ^*' s.a CD i .� ..rte }ry 4 ' ', �r i Y ✓ a L. µ w -„ F P ,r x• a 4` '• „ 0' .<9, y '4�+rtr a s ` r q k > t x y�# r y . � 4 ' t lig b• 17 9 1, 4.... e n . . . m ' ' i t€_ < a 1 , Ilt • q.f �i�, i •J:. t ` • 4 k .. , ` 't ' F r�+,r• 1 .i.-. "ai'± b d + ."y % ro'''" , fvaa-r51i�`i;" i "x. •tiF . i ,i a . y _Y µ!„Vi � .T _4;.--; " }w "I' .• +{3 n» � t M a „flop ` ii - � 1� .7'44 �y m '''' \ ti . s.. `? X 0 X • 4,40,,%, �y m . a 3 m n , w.• ' ;,� ;, - " (D CO O - • D • rt — (D (D ` S y_ X c _ t _ T z C - (!x v� . , +- ._,." 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O -" 0 CD cn O� Cl) a 4': } R 2* 0— 1 Y ,i ° (0,-,-51) V/ r C (� r �i yy ,, A 1) ■ _ D m co Leo- ._ C art •° „i... a -r : .► 'w" -a' ' ,,� .:.,, f" 9 ' ` k..iiF•• , _ i t" 'Mr a41 .4., q, ` ��[. rC'i •ud � j ,z � r' " _ 'Y.`^ •P T».r, . i.RJ ., .k 1 < -(v�5on cc� JEFFERSON COUNTY { DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend, WA 98368 I Web: www.co.iefferson.wa.us/communitydevelopment `-6'1 NG'S' Tel:360.379.4450 I Fax:360,379.4451 I Email:dcd(a?co.jefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center FINAL DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS DATE: August 1,2013 PROPONENTS: Discovery Timber Company 4890 S Discovery Road Port Townsend, WA 98368 REPRESENTATIVE: Bruce Seton,Owner APPLICATION: MLA 13-00074/ZON 13-00022 PROPOSAL: Stormwater with SEPA -Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. LOCATION OF PROPOSAL: The site is located through the gate to the North of Upper Hoh Road at milepost 10.2 ,West Jefferson County. LEGAL DESCRIPTION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road,Forks NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above- described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This final determination is issued pursuant WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination of nonsignificance. There is no additional comment period. MLA13-00074 Canyon Creek Quarry Reclamation Page 1 of 2 APPEAL PERIOD: Any appeal of this determination on the basis of noncompliance with the provisions of Chapter 43.21c RCW(State Environmental Policy Act)must be submitted to Superior Court. F/i/20/3 Carl Smith, Director, for Stacie Hoskins, SEPA Responsible Official Date MLAI3-00074 Canyon Creek Quarry Reclamation Page 2 of 2 WAC 197-11-960 Environmental checklist. ENVIRONMENTAL CHECKLIST Purpose of checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal(and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instructions for applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals,even though questions may be answered"does not apply." IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(part D). For nonproject actions,the references in the checklist to the words"project," "applicant," and"property or site" should be read as "proposal," "proposer,"and"affected geographic area,"respectively. A. BACKGROUND 1. Name of proposed project,if applicable: Canyon Creek Quarry Reclamation 2. Name of applicant: Discovery Timber Co. 3. Address and phone number of applicant and contact person: 4890 S Discovery Road,Port Townsend,WA 98368 (360)385-0213 Bruce B.Seton Jr. 4. Date checklist prepared: April 23,2013 5. Agency requesting checklist: Jefferson County Department of Community Development 6. Proposed timing or schedule(including phasing,if applicable): Beginning with the placement of excess excavation material from the Spruce Creek Culvert Replacement Project for Jefferson County in August 2013 and continuing until reclamation is complete. 7. Do you have any plans for future additions,expansion,or further activity related to or connected with this proposal? If yes,explain. Yes. This is an existing rock source used for Jefferson County emergency bank protection and salmon stream rehabilitation projects. We are currently working with the Department of Natural Resources to apply for and obtain a surface mining permit for this site. The material to be placed under this proposal is necessary to begin the reclamation process necessary under the conditions of the Surface Mining Permit. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 1) The annual Surface Runoff permit for the Washington State Department of Ecology. 2) All necessary environmental information required for the proposed Surface Mining Permit. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. Do not know. 10. List any government approvals or permits that will be needed for your proposal,if known. 1) Master Permit Application 2) Stormwater Management Permit 3) Proposed Surface Mining Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This proposal is for the permit to place fill material into an existing rock quarry for reclamation purposes. The acre quarry is on a 160 acre property designated as Forest Land. Future expansion of the quarry requires a Surface Mining Permit and reclamation of the site. Imported fill from off-site is needed to provide suitable quantity for reclamation purposes. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description,site plan,vicinity map,and topographic map,if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Entry to the site is through the gate to the North of the Upper Hoh Road at milepost 10.2. The quarry is located on the 160 acre parcel described as NW1/4 Sec25 T27N R11W Jefferson County,Washington. V 2 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes,explain. Yes. This is an existing rock source used for Jefferson County emergency bank protection and salmon stream rehabilitation projects. We are currently working with the Department of Natural Resources to apply for and obtain a surface mining permit for this site. The material to be placed under this proposal is necessary to begin the reclamation process necessary under the conditions of the Surface Mining Permit. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 1) The annual Surface Runoff permit for the Washington State Department of Ecology. 2) All necessary environmental information required for the proposed Surface Mining Permit. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes,explain. Do not know. 10. List any government approvals or permits that will be needed for your proposal,if known. 1) Master Permit Application 2) Stormwater Management Permit 3) Proposed Surface Mining Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) This proposal is for the permit to place fill material into an existing rock quarry for reclamation purposes. The acre quarry is on a 160 acre property designated as Forest Land. Future expansion of the quarry requires a Surface Mining Permit and reclamation of the site. Imported fill from off-site is needed to provide suitable quantity for reclamation purposes. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area,provide the range or boundaries of the site(s). Provide a legal description,site plan, vicinity map, and topographic map,if reasonably available. While you should submit any plans required by the agency,you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Entry to the site is through the gate to the North of the Upper Hoh Road at milepost 10.2. The quarry is located on the 160 acre parcel described as NW 1/4 Sec25 T27N RI 1W Jefferson County,Washington. V 2 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site(circle one): Flat,rolling,hilly,steep slopes,mountainous, other Hilly b. What is the steepest slope on the site(approximate percent slope)? Natural ground around quarry is %;quarry face is vertical c. What general types of soils are found on the site(for example,clay,sand,gravel,peat, muck)? If you know the classification of agricultural soils,specify them and note any prime farmland. Basalt rock overlain with shale and soil. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose,type,and approximate quantities of any filling or grading proposed. Indicate source of fill. Approximately 50,000 CY of fill material from off-site sources are needed to reclaim the quarry. f. Could erosion occur as a result of clearing,construction,or use? If so,generally describe. All potential erosion is contained by existing Stormwater runoff facilities. g.About what percent of the site will be covered with impervious surfaces after project construction(for example,asphalt or buildings)? Only the existing access roads will remain after reclamation of the quarry site. h. Proposed measures to reduce or control erosion,or other impacts to the earth,if any: BMP's including cutoff swales,rock facing of all embankments,Stormwater retention and settling basin,straw r/ mulch on all exposed surfaces,natural seeded Alder on all unworked areas. v 3 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. Emissions from construction equipment working in the quarry. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air,if any: All equipment is EPA compliant. 3. Water a. Surface: I) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. One seasonal stream South of the quarry site and one year around creek(Canyon Creek)on the West boundary of the property over 2000 if away. The seasonal creek flows indirectly into the Hoh River and Canyon Creek flows directly into the Hoh River. 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. No. 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. No. 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No. 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. 4 2. Air a. What types of emissions to the air would result from the proposal(i.e.,dust,automobile, odors,industrial wood smoke)during construction and when the project is completed? If any,generally describe and give approximate quantities if known. Emissions from construction equipment working in the quarry. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air,if any: All equipment is EPA compliant. 3. Water a. Surface: I) Is there any surface water body on or in the immediate vicinity of the site(including year-round and seasonal streams,saltwater,lakes,ponds,wetlands)? If yes,describe type and provide names. If appropriate,state what stream or river it flows into. One seasonal stream South of the quarry site and one year around creek(Canyon Creek)on the West —� boundary of the property over 20001f away. The seasonal creek flows indirectly into the Hoh River and Canyon Creek flows directly into the Hoh River. 2)Will the project require any work over,in,or adjacent to(within 200 feet)the described waters? If yes,please describe and attach available plans. 3)Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4)Will the proposal require surface water withdrawals or diversions? Give general description,purpose,and approximate quantities if known. No. 5)Does the proposal lie within a 100-year floodplain? If so,note location on the site plan. No. 6)Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. 4 b. Ground: 1) Will ground water be withdrawn,or will water be discharged to ground water? Give general description,purpose,and approximate quantities if known. No. 2)Describe waste material that will be discharged into the ground from septic tanks or other sources,if any(for example: Domestic sewage;industrial,containing the following chemicals. . . ;agricultural;etc.). Describe the general size of the system,the number of such systems,the number of houses to be served(if applicable),or the number of animals or humans the system(s)are expected to serve. None. c. Water runoff(including stormwater): 1) Describe the source of runoff(including storm water)and method of collection and disposal,if any(include quantities,if known). Where will this water flow? Will this water flow into other waters? If so,describe. Runoff form rainwater collected in cutoff ditches and directed to settling basins with controlled outlets. 2)Could waste materials enter ground or surface waters? If so,generally describe. Only after treatment and discharge from settling basins. d. Proposed measures to reduce or control surface,ground,and runoff water impacts,if any: BMP's including cutoff ditches,ditch dams,diversion swales,settling basins with controlled discharge,etc.are in place. 4. Plants a. Check or circle types of vegetation found on the site: X deciduous tree:hoer,mapTetspen,other X evergreen tree: Ir,ced. pine,other emlock,spruce X shrubs grass pasture crop or grain wet soil plants: cattail,buttercup,bullrush, skunk cabbage,other water plants: water lily,eelgrass,milfoil,other other types of vegetation b. What kind and amount of vegetation will be removed or altered? None. c. List threatened or endangered species known to be on or near the site. None. 5 d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: None 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds:4 heron,eagle songbir s other: mamm. s: eer,bear,elDbeaver,other: fish: bass,salmon,trout,herring,shellfish,other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so,explain. No. d. Proposed measures to preserve or enhance wildlife,if any: None. 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing,etc. Diesel fuel to power construction equipment. b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: None. 7. Environmental health a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. No. 1)Describe special emergency services that might be required. None. 2)Proposed measures to reduce or control environmental health hazards,if any: None. 6 d. Proposed landscaping,use of native plants,or other measures to preserve or enhance vegetation on the site,if any: None 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: heron,eagle songbirds other: mamma s:�eer,bear,eybeaver,other: fish: bass,salmon,trout,herring,shellfish,other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so,explain. No. d. Proposed measures to preserve or enhance wildlife,if any: None. 6. Energy and natural resources a. What kinds of energy(electric,natural gas,oil,wood stove,solar)will he used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing,etc. Diesel fuel to power construction equipment. b. Would your project affect the potential use of solar energy by adjacent properties? If so,generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,if any: None. 7. Environmental health a. Are there any environmental health hazards,including exposure to toxic chemicals,risk of fire and explosion,spill,or hazardous waste,that could occur as a result of this proposal? If so,describe. No. 1)Describe special emergency services that might be required. None. 2)Proposed measures to reduce or control environmental health hazards,if any: None. 6 b. Noise 1)What types of noise exist in the area which may affect your project(for example: traffic,equipment,operation,other)? None. 2)What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis(for example: traffic,construction,operation,other)?Indicate what hours noise would come from the site. Construction;7:00 am to 6:00 pm. 3)Proposed measures to reduce or control noise impacts,if any: Mufflers 8. Land and shoreline use a. What is the current use of the site and adjacent properties? Rock production and timberland b. Has the site been used for agriculture? If so,describe. No. c. Describe any structures on the site. None. d. Will any structures be demolished? If so,what? Does not apply. e. What is the current zoning classification of the site? S2.021-Fviest L&t d (A/1/4-i+VQ—Irc C,Cti ( ^ f. What is the current compreh sive plan designation of the site? Unknown. g. If applicable,what is the current shoreline master program designation of the site? Does not apply. h. Has any part of the site been classified as an"environmentally sensitive"area? If so,specify. No. i. Approximately how many people would reside or work in the completed project? Work crews would vary from two to four. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts,if any: jDoes not apply. V 7 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Rock removal,placement of fill materials and surface mining are compatible with Forest Land designation. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high,middle- or low-income housing. None. b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. None. c. Proposed measures to reduce or control housing impacts,if any: Does not apply. 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Does not apply. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts,if any: Reclamation of the site restores the natural appearance. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts,if any: Does not apply. 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans,if any: Rock removal,placement of fill materials and surface mining are compatible with Forest Land designation. 9. Housing a. Approximately how many units would be provided,if any? Indicate whether high,middle- or low-income housing. None. b. Approximately how many units,if any,would be eliminated?Indicate whether high, middle,or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: Does not apply. 10. Aesthetics a. What is the tallest height of any proposed structure(s),not including antennas;what is the principal exterior building material(s)proposed? Does not apply. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Reclamation of the site restores the natural appearance. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts,if any: Does not apply. 8 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Hunting and Fishing. b. Would the proposed project displace any existing recreational uses? If so,describe. No. c. Proposed measures to reduce or control impacts on recreation,including recreation opportunities to be provided by the project or applicant,if any: Does not apply. 13. Historic and cultural preservation a. Are there any places or objects listed on,or proposed for,national,state,or local preservation registers known to be on or next to the site? If so,generally describe. No. b. Generally describe any landmarks or evidence of historic,archaeological,scientific,or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts,if any: Does not apply. 14. Transportation a. Identify public streets and highways serving the site,and describe proposed access to the existing street system. Show on site plans,if any. Upper Hoh Road b. Is site currently served by public transit? If not,what is the approximate distance to the nearest transit stop? No. Unknown. c. How many parking spaces would the completed project have? How many would the project eliminate? Does not apply. d. Will the proposal require any new roads or streets,or improvements to existing roads or streets,not including driveways? If so,generally describe(indicate whether public or private). No. 9 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY e. Will the project use(or occur in the immediate vicinity ot)water,rail,or air transportation? If so,generally describe. No. f. How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. None. g. Proposed measures to reduce or control transportation impacts,if any: Does not apply. 15. Public services a. Would the project result in an increased need for public services(for example: fire pro- tection,police protection,health care,schools,other)? If so,generally describe. No. b. Proposed measures to reduce or control direct impacts on public services,if any. Does not apply. 16. Utilities a. Circle utilities currently available at the site: electricity,natural gas,water,refuse serv- ice,telephone,sanitary sewer,septic system,other. None. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Does not apply C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .....1..Date Submitted:Submitted: ✓5-Z o -2%z ck_1,L; V-C.N e4.A. t9-1 ii)wv tiv CA VAAA--1?--._ 10 / �i- 2_5 I 12 TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY e. Will the project use(or occur in the immediate vicinity of)water,rail,or air transportation? If so,generally describe. No. f. How many vehicular trips per day would be generated by the completed project?If known,indicate when peak volumes would occur. None. g. Proposed measures to reduce or control transportation impacts,if any: Does not apply. 15. Public services a. Would the project result in an increased need for public services(for example:fire pro- tection,police protection,health care,schools, other)? If so,generally describe. No. b. Proposed measures to reduce or control direct impacts on public services,if any. Does not apply. 16. Utilities a. Circle utilities currently available at the site: electricity,natural gas,water,refuse serv- ice,telephone,sanitary sewer,septic system, other. None. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Does not apply C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: .....✓. ... ...y`� Date Submitted: 5 Z 2%z „Ay:oh 10 tow- q/ 11_ ;J my " Ab STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47775 •Olympia, Washington 98504-7775 •(360)407-6300 711 for Washington Relay Service •Persons with a speech disability can call 877-833-6341 July 31, 2013 David Wayne Johnson, Project Planner Jefferson County Community Development Department 621 Sheridan Street Port Townsend, WA 98368 Dear Mr. Johnson: Thank you for the opportunity to comment on the optional determination of nonsignificance/notice of application for the Canyon Creek Quarry Reclamation project (MLA 13-00074) located off Upper Hoh Road in Forks as proposed by Bruce Seton Jr., Discovery Timber Co. The Department of Ecology(Ecology)reviewed the environmental checklist and has the following comment(s): SAND & GRAVEL PERMIT: Scott Morrison (360) 407-6292 Reclamation activities render a site active for monitoring and fee designation. A change of activities form is required to be completed and submitted to Ecology at least 10 days prior to the activity beginning or ceasing. Active Site means a location where current mining (including site preparation and reclamation)or processing operations (including, but not limited to, crushing, classifying, or operating a concrete or hot mix asphalt plant)or stockpiles associated with current mining or processing operations,are located. Ecology's comments are based upon information provided by the lead agency. As such,they may not constitute an exhaustive list of the various authorizations that must be obtained or legal requirements that must be fulfilled in order to carry out the proposed action. If you have any questions or would like to respond to these comments, please contact the appropriate reviewing staff listed above. Department of Ecology Southwest Regional Office (SM:13-3471) cc: Scott Morrison, S&G Bruce Seton Jr., Discovery Timber Co. (Applicant) David W. Johnson From: McCabe, Coire (DNR) [Coire.McCabe @dnr.wa.gov] Sent: Tuesday, July 30, 2013 8:44 AM To: David W. Johnson Cc: Knust, Rochelle (DNR) Subject: MLA13-00074 SEPA Checklist and Notice Mr.Johnson, Thank you for giving the DNR an opportunity to comment on this project. It was stated in the checklist that Discovery Timber Co. will be obtaining a Surface Mining Reclamation Permit which I have been working on with Mr. Seton Jr. So for now DNR does not have any comments to make. Thank you for your time, Coire McCabe, G.I.T Environmental Specialist 3 Surface Mining Reclamation Program Division of Geology and Earth Resources Washington State Department of Natural Resources (DNR) Office: 360-902-1481 Cell: 360-790-8537 Coire.McCa be@dnr.wa.gov 1 David W. Johnson From: David W. Johnson Sent: Thursday, August 01, 2013 8:47 AM To: McCabe, Coire (DNR) Cc: David W. Johnson Subject: RE: MLA13-00074 SEPA Checklist and Notice Attachments: Final DNS MLA13-00074.pdf Attached. From: McCabe, Coire (DNR) [mailto:Coire.McCabea@dnr.wa.gov] Sent: Tuesday, July 30, 2013 8:44 AM To: David W. Johnson Cc: Knust, Rochelle (DNR) Subject: MLA13-00074 SEPA Checklist and Notice Mr.Johnson, Thank you for giving the DNR an opportunity to comment on this project. It was stated in the checklist that Discovery Timber Co. will be obtaining a Surface Mining Reclamation Permit which I have been working on with Mr. Seton Jr. So for now DNR does not have any comments to make. Thank you for your time, Coire McCabe, G.I.T Environmental Specialist 3 Surface Mining Reclamation Program Division of Geology and Earth Resources Washington State Department of Natural Resources (DNR) Office: 360-902-1481 Cell: 360-790-8537 Coire.McCabe@dnr.wa.gov 1 David W. Johnson From: David W. Johnson Sent: Thursday, August 01, 2013 8:47 AM To: Mendoza, Sonia (ECY) Cc: David W. Johnson Subject: RE: ECY 13-3471 - Canyon Creek Quarry Reclamation project- Comments Attachments: Final DNS MLA13-00074.pdf Final DNS attached. From: Mendoza, Sonia (ECY) [mailto:Smen461( ECY.WA.GOV] Sent: Wednesday, July 31, 2013 1:30 PM To: David W. Johnson Cc: Morrison, Scott (ECY) Subject: ECY 13-3471 - Canyon Creek Quarry Reclamation project - Comments Importance: High Mr. Johnson, Attached are Ecology's comments for the Canyon Creek Quarry Reclamation project (Ecology SEPA No. 13-3471). Comments are due today 7/31/13. Attached is the original final copy. Please reply to this message for confirmation. Thank you. O$attia' c> ntdaaa'' Department of Ecology-SWRO SEPA Coordinator P:360-407-6313 & F:360-407-6305 sonia.mendoza c(D.ecy.wa.gov Please consider the environment before printing this e-mail 1 44V- COQ, JEFFERSON COUNTY ,rsT� DEPARTMENT OF COMMUNITY DEVELOPMENT �r ii 621 Sheridan Street • Port Townsend •Washington 98368 & , , 360/379-4450 • 360/379-4451 Fax <gS, N� p www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: ou"4 /3 Project Description(include separate sheets as necessary): Tax Parcel Number: 711252000 Property Size: 160 acres (acres/square feet) Site Address and/or Directions to Property: M.P. 10.2 Upper Hoh Rd NW1/4 SEC25 T27N R11W ' t- --- .)0 I LO Property Owner(s)of Record: Discovery Timber Co. Telephone: (360) 301-0081 Fax: email: flightpath @olympus.net Mailing Address: 4890 S Discover Road, Port Townsend, WA 98368 Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies ❑Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑Conditional Use[C(a),C(d),or C]" ❑ Manufactured Home ❑ Modular ❑Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat" ❑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 ❑Shoreline Master Program Exemption/Permit Revisions"* ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication• ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request "Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, If known: DESIGNATION OF AGENT I hereby designate j��y to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE die +v �' • 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 applicati• that he or she wants prior n•tice. Signature: /.41/_-__ - Date: 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 lake"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 responsibility for adhering t nd plying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: - .4 - Date: G\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc 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: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System Li Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ Repair U Masonry SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Protect 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: I U• nderground Tank 1 Above ground Tank Size of Propane Tank: I Heat Stove 1 Cook Stove I Woodstove 1 Fireplace Insert I Hot Water Tank I Pellet Stove 1 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes 1 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 ff( t_ jnfy ;'„,„ ,< w Amount ,, sjblry _ . Main Floor Heated 1 ; 4, EH Bld App Review: iLf 2"0 Floor Heated ` • �-a Vn (� ,, 'i3Other Heated } l38tt.1_ —76)`qi (/0 Mezzanine Ad i o7at S 5r on: L'9' . Ar _ 02- 114.-e /0 . Heated Basement P v J Xfa”lgt-fee. / . Unheated Basement == fi« 4, State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks r L, 911/Rd Approach fee: a a� Other TOTAL: $L4 C ri Wes" m Receipt Number ��Ci DG l� Q�� Cash/Check Number / ,i ESTIMATED COST(REQUIRED) Date: f ` /J r /� .Fair market value of all labor and materials foundation to finish Initials: G:\PetnvtCencer\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc JEFFERSON COUNTY PERMIT CENTER W.--rI CASE NO. �,g r l CERTIFICATION OF MAILING I make the following certification: I am competent to testify and make this certification based upon personal knowledge. On this rI l L 1L day ofc-74/k1 , 2011 deposited into the U.S. Mail with first class postage affixed, true and correct copies of MYft C-e--- 8 - — Glf P (C CU in;the above matter, addressed to: i �djacent Property Owners: See attached list. (Notices Only) Agencies: See attached list. Interested Parties: See attached list. //Applicant/Representative-Posting Packet: 1 set of laminating sheets with Notices, Posting Instruction,Affidavit, and a copy of Notice. ✓Newspapers(Notices Only) r,/Official Posting Places (x3) Other: I declare under penalty of perjury under the laws of the State of Washington that the foregoing certification is true and correct. `_,,.' UT 0 this 6�day of� w"`� ,201lat Port Townsend,Washington. , � 1 G: `�p i` CLERK1Forms&Form LanguagelFRM Certification of Mailing updated 01-2012.docx JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA13-00074 APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TO W N S E N D WA 983689022 Application Received Date: May 21, 2013 Application Complete Date: July 12, 2013 Application Notice Date: July 17, 2013 SITE ADDRESS AND PROJECT LOCATION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road, Forks PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Stormwater with SEPA - Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on July 31, 2013. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION AND PRELIMINARY DETERMINATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. The proposal may include mitigation measures under applicable development regulations, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold (final) determination may be obtained upon request, and will be mailed to any person commenting upon the notice of application. The SEPA Official has determined that: This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. In addition, since this is a Type I permit application, the threshold determination cannot be appealed except to Superior Court. PUBLIC HEARING INFORMATION: This is a Type I Permit Application and there will be no public hearings. The final permit decision for this Type I permit application will be made by the Administrator. The decision cannot be appealed except to Superior Court. APPEALS: Appeals of SEPA decisions are described above in the SEPA Information and Preliminary Determination section. Project Planner: David Wayne Johnson, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.us/commdevelopment/ Please publish one time. PUBLISH DATE: July 17, 2013 BILL: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA13-00074 APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Application Received Date: May 21 , 2013 Application Complete Date: July 12, 2013 Application Notice Date: July 17, 2013 SITE ADDRESS AND PROJECT LOCATION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road, Forks PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Stormwater with SEPA- Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on July 31, 2013. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.Iefferson.wa.us/commdevelopmentl 1\tidemark\data\forms\F_MLT_NtcApp 14_Pub_U.rpt 7/12/2013 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 POSTING INSTRUCTIONS Please post the attached notice on a 2-foot by 3-foot board provided by this department in a conspicuous location visible to vehicle traffic and pedestrians on or reasonably near the proposed development by July 17, 2013. The clear adhesive paper can be put over the notice after you mount it to protect it from the elements. Additional notice boards may be required where the site does not abut a public road, for a large site that abuts more than one (1) public road, or the Administrator determines that additional notice boards are necessary to provide adequate public notice. Notice boards shall be maintained in good and legible condition by the applicant during the notice period, be in place at least fifteen (15) calendar days prior to the date of the hearing, and be removed within fifteen (15) calendar days after the end of the notice period. Complete the affidavit, have it notarized, and return it to this office within three (3) days of posting. If the affidavit is not filed as required, any scheduled hearing or date by which the public may comment on the application will be postponed in order to allow compliance with this notice requirement. If you have any questions, please contact this office at (360) 379-4450. MLA number: MLA13-00074 Proponent(s): DISCOVERY TIMBER CO AFFIDAVIT OF POSTING PUBLIC NOTICE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE ORDINANCE#03-0702-01 State of Washington) County of Jefferson) , being duly sworn of oath say that I have posted one (1) public notice poster on or near the site identified in the following development description: PROPOSAL: Stormwater with SEPA- Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. This notice was posted in full compliance with UNIFIED DEVELOPMENT CODE on: the day of , 2013. (Signature of person posting notice) Subscribed and sworn to before me on this day of , 2013. Acknowledgement: Notary Public in and for the State of Washington, residing in , Washington. My commission expires: NOTARY STAMP MLA Number: MLA13-00074 Proponent(s): DISCOVERY TIMBER CO \\tidemark\data\forms\F_MLT_NtcAppl4_APO_U.rpt 7/12/2013 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA13-00074 APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Application Received Date: May 21, 2013 Application Complete Date: July 12, 2013 Application Notice Date: July 17, 2013 SITE ADDRESS AND PROJECT LOCATION: Parcel number 711 252 000, Section 25, Township 27N, Range 11W, WM, located off Upper Hoh Road, Forks PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Stormwater with SEPA - Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013, and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on July 31, 2013. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION AND PRELIMINARY DETERMINATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. The proposal may include mitigation measures under applicable development regulations, and the project review process may incorporate or require mitigation measures regardless of whether an EIS is prepared. A copy of the subsequent threshold (final) determination may be obtained upon request, and will be mailed to any person commenting upon the notice of application. The SEPA Official has determined that: This will be the only opportunity to make comments related to SEPA. There will not be another comment period after the threshold (final) SEPA determination is made. In addition, since this is a Type I permit application, the threshold determination cannot be appealed except to Superior Court. PUBLIC HEARING INFORMATION: This is a Type I Permit Application and there will be no public hearings. APPEALS: Appeals of SEPA decisions are described above in the SEPA Information and Preliminary Determination section. The final permit decision for this Type I permit application will be made by the Administrator. The decision cannot be appealed except to Superior Court. Project Planner: David Wayne Johnson, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.uslcommdevelopmentl Please publish one time. PUBLISH DATE:July 17,2013 BILL: Jefferson County Department of Community Development 621 Sheridan Street,Port Townsend,WA 98368 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA13-00074 APPLICANT: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Application Received Date:May 21,2013 Application Complete Date:July 12,2013 Application Notice Date:July 17,2013 SITE ADDRESS AND PROJECT LOCATION: Parcel number 711 252 000,Section 25,Township 27N,Range 11W,WM,located off Upper Hoh Road,Forks PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Stormwater with SEPA-Canyon Creek Quarry Reclamation. An existing quarry site will be reclaimed starting with excess material from the Spruce Creek Culvert Replacement project for Jefferson County Public Works in August of 2013,and continue until reclamation of the quarry is complete as required by the Department of Natural Resources. The project requires a Type I Stormwater Management permit with SEPA review and determination. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to(a)comment on the application;(b)receive notice of and participate in any hearings;and(c)receive a copy of the decision by submitting such written comment(s)/request(s)to the Jefferson County Department of Community Development, Development Review Division,621 Sheridan Street,Port Townsend,WA 98368,(380)379-4450.Comments concerning this application should be submitted to the Department by 4:30 p.m.on July 31,2013. If the last day of the comment period falls on a weekend or holiday,then the comment period shall be extended to the first working day after the weekend or holiday, Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner:David Wayne Johnson,360-379-4450 • • July 12, 2013 DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 RE: SITE ADDRESS: MLA#: MLA13-00074 Dear DISCOVERY TIMBER CO: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, Department of Community Development Staff c: File July 12, 2013 Dear Reviewer, RE: MLA13-00074 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: This proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA). Location: Comments must be received within fourteen (14) calendar days or by July 26, 2013. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at(360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, c: , \\tidemark\data\forms\F_MLT_AppSubstComplt.rpt 7/12/2013 ZON 13-00022 ZON 13-00022 DISCOVERY TIMBER CO *WA STATE DNR SEPA REVIEW 4890 S DISCOVERY RD SEPA CENTER PORT TOWNSEND, WA 983689022 PO BOX 47015 OLYMPIA, WA 98504-7015 ZON 13-00022 ZON 13-00022 * DOE SEPA REVIEW *WDFW WEST END HABITAT& SEPA SEPAUNIT @ECY.WA.GOV CHRIS BYRNES OLYMPIA, WA 98504-7703 332 E. 5TH, STE 100 PORT ANGELES, WA 98362 711252000 DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND, WA 983689022 711253001 HOH RIVER TRUST MIKE HAGE EXEC DIR P 0 BOX 3068 PORT ANGELES, WA 98362 711261000 R D MERRILL COMPANY PO BOX 1058 PORT ANGELES, WA 983620181 711231000 STATE OF WASHINGTON-DNR PO BOX 47014 OLYMPIA, WA 985047014 David W. Johnson From: David W. Johnson Sent: Monday, July 15, 2013 1:29 PM To: sepaunit @ecy.wa.gov; Cris Byrnes (byrnecjb @dfw.wa.gov); sepacenter @dnr.wa.gov Cc: David W. Johnson Subject: MLA13-00074 SEPA Checklist and Notice Attachments: MLA13-00074 Notice.pdf; MLA13-00074 SEPA Checklist.pdf; MLA13-00074 Site Plan.pdf Attached. David Wayne Johnson - LEED Green Associate Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 LEED GREEN ASSOCIATE Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. SAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requestor. 1 ics011T-sc›. JEFFERSON COUNTY ►, DEPARTMENT OF COMMUNITY DEVELOPMENT �� O� 621 Sheridan Street • Port Townsend • Washington 98368 S�NG1- 360/379-4450 - 360/379-4451 Fax Stormwater Management Permit Supplemental Application MLA PROJECT/APPLICANT NAME: Discovery Timber Co. Applications for grading projects or land-disturbing activities which require a stormwater management permit shall include the following information. 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 permit application. The Administrator may waive specific submittal requirements determined to be unnecessary for review of the application. 1. Source of fill material and deposition of excess material. Primarily from offsite construction projects associated with bank protection for the Hoh River and salmon stream enhancement and culvert replacement projects. 2. Physical characteristics of fill material: Varies; mostly excess streambed material, river and stream silt and riverbank materials. • 3. Proposed methods of placement and compaction consistent with the applicable standards in the International Building Code. Embankment to be placed by DOT method , compaction by spreading equipment. 4, Proposed surfacing material. Does not apply. 5. Proposed method(s)of drainage and erosion control. BMP's for runoff are existing diversion swales, rock check dams, settling basins with controlled discharge, etc. 6. Methods for restoration of the site. This proposal is for placing the material for restoration. During the placement of the material, all areas will be stabilized using BMP's. After the final grading elevations are achieved, the site will be re-planted with trees. 7. Demonstrate that instream flow of water will remain unobstructed. No instream flow will be affected. 8. Demonstrate that erosion and sedimentation from outflow channels will be minimized by vegetation or other means, and demonstrate that pond runoff will be controlled to protect adjacent property damage. The quarry site is currently stabilized with BMP's. As any embankment is placed, it will also be treated !with BMP's to prevent runoff. All existing runoff is currently being directed into large two-cell sedimentation ponds with controlled discharge provisions and any discharge from the sedimentation ponds is directed on-site. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. -/.s — s-212-zp43 (LANDOWNER OR AUTHORIZED REPRE ENTATIVE SIGNATURE) (DATE) G.1PermilCenleoltNNFORMSAMb1GRe FORMSIslomrwalermaml oormil FINAL.doc REV 1012112009 ��� oN °��� JEFFERSON COUNTY 7 r3� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street• Port Townsend •Washington 98368 1G$s, 100 360/379-4450 • 360/379-4451 Fax http://www.cojefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: Discover Timber Co. DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify the proposal as"small,""medium,"or"large.° The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITE Size of parcel 16 0 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 6, 9 6 9, 6 0 0 sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar,alder,big-leaf maple,and vine maple;shrubs such as willow,elderberry,salmonberry, and salal;herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert'/.acres or more of Construction site for structures N/A sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. N/A sq/ft Circle: Yes No Well,utilities,etc. N/A sq/ft Does the project convert 2'h acres or more of N/A native vegetation to pasture? Driveway, parking, roads,etc. sq/ft N/A Circle: Yes No Lawn, landscaping, etc. sq/ft Other compacted surface,etc. N/A sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance N/A sq/ft Cut P 1 11 5 0,0 0 0 +/-(cu/yd) [over] stormwater talc worksheet—REV.2/20/2008 1 ■ Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) 0 sq/ft Structures(all roof area) 0 sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios 0 sglft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc 0 sq/ft Driveway,parking, roads,etc 153,000 sq/ft Other 0 sot Other Ponds and Stockpile 275,850 sq/ft Total New 0 sq/ft I Total Existing 428,850 sq/ft TOTAL NEW+TOTAL EXISTING* 428,850 sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v.REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 6.15 eke Does the site have 35%or more of existing impervious surface? Circle: Yes ©o FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture,the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the StorrrlwaterManagement Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation 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. (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) • 4 * '7i�a'�, y', " ' ors we< sd` Td"i �i <. Il fi AA"' �"I ho-st•.�.,r si_..l�� ....,waxy:rte. _. ..e.�„_ __...�.. .. _..,3. .. wormwater colt worksheet—REV.2/20/2008 2 Parcel Print Page 1 of 1 Parcel Number: 711252000 06/24/2011 Owner Mailing Address: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Site Address: Section: 25 School District: Quillayute(402) Qtr Section: NW1/4 Fire Dist: None Township: 27N Tax Status: Taxable Range: 11W Tax Code: 601 Planning area: W tJefferson County(12) Sub Division: Land Use Code: 8300 - FOREST LAND (designated) 115379 115811 Property Description: S25 T27 R11W I NW1/4 x No Photo Available http://w ww.co.j efferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL_NO°711252000... 5/21/2013 Parcel Print Page 1 of 1 Parcel Number 711252000 06/24/2011 Owner Mailing Address: DISCOVERY TIMBER CO 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 Site Address: Section: 25 School District: Quillayute(402) Qtr Section: NW 1/4 Fire Dist: None Township: 27N Tax Status: Taxable Range: 11W Tax Code: 601 Planning area: West Jefferson County(12) Sub Division: Land Use Code: 8300 - FOREST LAND (designated) 115379 115811 Property Description: S25 T27 R11W I NW1/4 X No Photo Available http://www.co.jefferson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=711252000... 5/21/2013 r Cr C, H CO = 01 C7 LL T O Z LL \ 0 I—I O C) LID N .. -- Cr, — CC 4- a) — a) CO Cl) O O -o — LID W O O L I— O M CC -O +' 4) ¢ C C_) O = Z LU 0 O CD +-. 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L L 0- — 0 CO 0- L U CO X +1 U "O X CO CI) 0- CD .— -- CO a) I— I— x 4- I- CO OD 4- X )E I— CC CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 711252000 Printed: May 21, 2013 Cases Name Review Type Status Planner ZON13-00022 DISCOVERY TIMBER CO P Application Received: 5/21/2013 Permit Issued/Case closed: Case Finaled: Stormwater with SEPA No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 5/21/2013 Page 1 of 1 DEVELOPMENT REVIEW TIME'SHEET DISCOVERY TIMBER CO MLA13-00074 Date Time Comments \\tidemark\datalforms\R_MLT_Case_CRMLA.rpt May 21,2013 • UDC CONSISTENCY REVIEW Project Planner: Master#MLA13-00074 Review Type Proiect Description ZON13-00022 Stormwater with SEPA Primary: DISCOVERY TIMBER CO Site Address: 4890 S DISCOVERY RD PORT TOWNSEND WA 983689022 WA, Project Location: Parcel number 711 252 000, Section 25, Township 27N,Range 11W, WM, located off Upper Hoh Road,Forks Parcel Number: 711252000 S-T-R: 25-27N-11W TotalAcreage 160 Legal Description S25 T27 R11 W NW1/4 Land Use: 8300 Flood District: Fire District: 0 Planning Area: 12 Flood Map(FIRM)Panel No: chool D 402 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [ ] Parcel Tags or Scanned Documents YES NO [ ] ESA's: Special Reports Nearby YES NO [ ] Designated Ag YES NO [ ] Shoreline Designation: YES [ ] Shoreline Slope Stability: YES NO Stream Typ: - e_ V1+0 2b f4- Fish& Wildl O ll Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Aree0 NO 5 Ckci G = Lt.. / SIPZ: none At Risk High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: YES NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES NO [ ] Agricultural Lands: YES NO [ ] Archaeology: YES NO [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ ] Notice Provisions/Disclosure:Airport YES No MRL YES No Forest Lands YEs NO [ ] Landscaping Required: Yes No [ ] Parking Spaces Required NO 2 other f 1 Building Height: 35' UBC Standard [ ] Impervious Surface coverage percentage: 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 [ ] 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 [ ] Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ ] Road Classification: Road Approach: EXISTING NOT REQ'D RAP [ ] SEPA Required: YES EXEMPT [ ] Flood Certificate: [ ] Existing Case(s)&Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] ADMIN: Setbacks entered in Permit Plan case N/A 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 711252000 MLA13-00074 ZON13-00022 P Stormwater with SEPA i 24» CULVERT r✓r✓ err,' _y _____' CULVERT r' err i � rr r ter,, �/• R r r'�✓'r'rrr /r rrrr rr'' r ri r � C' r r rr 4 � ! 1 { I I { 1 1 { A.P.N. 711252 000 NW 1/4, SECTION 25 TOWNSHIP 27 NORTH, RANGE 11 WEST, W.M. 1 ' 1 \18„ .. GF w BRUSH ;r , 1 18 STOCK PILE 1 i lAREA--.,,,' j Iq cr- CLEARED 0440 AREA OL '?"o BRUSH BRUSH STOCK PILE AREA N`� r , -' 1 GRA VEF ROAD 1 L ----------------- ` STOCK PILE AREA r ! ` O BRUSH Q) BRUS � ( 1 � I 1 � 1 l I 1 � GRA VET -RC \-. CLEARED r - -- \���\ AREA 0� 18" CULVERT ��x \r r, r � / r � r r / r � r 24" CULVERT -\ J// X24» GRA) / w? \�'Y �i 24" CULVERT PO 1 1 Scale 1" = 100' -100' 0 100' 200' 300' CONTOUR I N TER VAL = 5 FOOT VICINITY MAP N.T. S f� APR 10 2015 CALL 48 HRS BEFORE YOU DIG 1- 800 - 424 -5555 VERTICAL DATUM ASSUMED ELEVATIONS BASIS OF BEARINGS ASSUMED CARDINAL BEARINGS FROM THE FOUND NORTH 114 CORNER, SECTION 25, TOWNSHIP 27 NORTH, RANGE 11 WEST, W. M. NOTE: SURVEY DATA DERIVED FROM PROVIDED VAN ALLER SURVEYING EXHIBIT MAP DOCUMENT THIS IS NOT A SURVEY. THE EXISTING CULTURAL AND TOPOGRAPHICAL DATA, SITE FEATURES, ELEVATIONS, AND PROPERTY BOUNDARIES SHOWN ON THESE DRAWINGS HAVE BEEN PREPARED BASED UPON INFORMATION FURNISHED BY THE OWNER, PIERCE COUNTY RECORDS, AND OTHER PUBLIC GIS INFORMATION. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, BEYLER CONSULTING CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. IT IS RECOMMENDED THAT A LICENSED SURVEYOR ALWAYS BE USED TO SET CORNERS, ESTABLISH LOT LINES AND DETERMINE ELEVATIONS. IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND /OR HIRED CONTRACTORS TO VERIFY ALL INFORMATION PRIOR TO PLACEMENT OF STRUCTURES ON THE PROPERTY. SEC 23 SEC 26 NW 1/4 SECTION 25, TOWNSHIP 27 N, RANGE 11 W, W.M., Lu ETO N PIT JEFFERSON COUNTY WA i PARCEL N0. 711252000 i 1 NORTHEAST CORNER SECTION 25 SEC 24 12" CULVERT EX GRAVEL IE 1,037.9 N \ N90 000'00 "W 2640.00' IE 1,035.1 S 12" CULVERT 0 \ _ -_ -- - -- - 1 IE 974.3 N -' _- -_ - = -= _ SEC 25 IE 968.1 S = _ _ - - - \` L A BOUNDARY LINES NOT ESTABLISHED PER THIS SURVEY. \�CK� 18" CULVERT \ \� _ LINES SHOWN HEREON ARE ASSUMED CARDINAL BEARINGS \_ \ ` 50 BUFFED ` - _ ` TYP = 18" CULVERT -/= _ ' . IE 901.1 N 18" CULVERT (�-; _ IE 894.2 5 LIMITS OF ZZ: - _ _ -� - -� EXISTING PIT WESTERLY LIMITS OAF PERMIT BOUNDARY (80 AC) = _= _ ` \ \�~ - 18" CULVERT / IE881.1N_� =� LEV 24" CULVERT IE 856.5 NW 18" CULVERT IE 857.3 NE 12" CULVERT IE 734.0 N PIT 4, 18" CULVERT - �\ �rr%�^ AREA IE 713.6 N _IE 696.4 S 18" CULVERT /j - I PIT \ / IE 668.3 N = j �! ARE _ I I I �L - \ \ -� _ _ IE 662.1 S / /, \ BRUSH / CONVEYANCE _,STOCKPILE / / DITCH, ( f , )l� 18" CULVERT BERM CLEARED VERT - AREA ' O IE 627.7 N O BRUSH l / �' ' / / STORM MANHOLE / N BRUSH' RIM 632.94 _ �- - _� / / / / 1 / STOCKPILE \/ �/ / / 24" CULVERT I W AREA / / / / , / IE 625.4 S ,� p GRAVEL ROAD A.P.N. 711252000 I ° / / STOCKPILE / / ,� ' O NW 114, SECTION 25 l -�\ \ A \ \TOWNSHIP 27 NORTH, RANGE 11 WEST, W.M. / l (16 D AC) EX GRAVEL BRUSH1 V / / / ii - - _ _/ /� / / / / / �\�� /� GRAVEL ROAD V v Gam- �i' - - _ _ / / / / / (CLEARED rT I ' I 18" CULVERT \AREA BRUSH IE 537.7 N \ �' / TREE LINE IE 534.1 S 24" CULVERT - I� IE 507.9 W ' STOCKPILE IE506.4E I \ _ Q O 1V F_ s AREA _1 GRAVEL ROAD - TREE LINE \ \ l 24" CULVERT / IE 506.4 N IE 503.9 S' / 24 "CULVERT POND - - �\\ IE505.1N - �\ \ / IE 502.5 s - � - \ i320_00'_-�l 1 1 _���� _ / _ 1 / /13 .09 / N90 °0 0'00 "E 2640.00' NORTH 114 CORNER SECTION 25 FOUND 3" DIA. BRASS CAP PROJECT AREA (SEE SHEET C2.0) TREE LINE 200 100 0 200 400 SCALE: 1" = 200' SHEET C1.0 SHEET C2.0 SHEET C3.0 COVER SHEET GRADING PLAN SECTION VIEWS CUT 151,092 CY FILL 0 CY NET 151,092 CY (CUT) VOLUMES ARE APPROXIMATE, A SHRINK/SWELL FACTOR HAS NOT BEEN APPLIED. CONTRACTOR SHALL DETERMINE EXACT EARTHWORK VOLUMES. CONTINUE MINING SITE AT HISTORIC RATES AND VOLUMES PARCEL NUMBER: 711252000 SITE ADDRESS: UPPER HOH ROAD FORKS, WA 98331 SITE AREA: 6,969,600 SF (160.0 ACRES)f OWNER: DISCOVER TIMBER CO. 4890 S DISCOVERY RD PORT TOWNSEND, WA 98368 SURVEYOR: VAN ALLER SURVEYING PO BOX 757 CARLSBORG, WA 98324 TEL: 360-683-3438 Z 0 a U N W 0 I Z J zm ft� z aw Q LL Z J Z _Z U' zw ya w x > w b) � F .r.4 z wa Ea J - �z zw �w Wa ■ z z c� a zu 'cdw U J w 44 u 0 a Z � � N Z � H � [X] D IWi QI M W Ln E 0) �o rn �Lon U 300 M 6 V m I C O Q M o e Q� M M }° U'l M o O C O v Um Fa- ..N a N 3 C 0 0 x N u' W N o Z J zm ft� z aw Q LL Z J Z _Z U' zw ya w x > w b) � F .r.4 z wa Ea J - �z zw �w Wa ■ z z c� a zu 'cdw U J w 44 u 0 a Z � � N Z � H � [X] D IWi QI JOB NUMBER 14 -157 SHEET 1 OF 3 C1.0 z W L (� > LLJ T o O O k Lu W a� o uj V 00 W Y � Lu = U U .j Q) � m W z 3 W Q ry 0 ', JOB NUMBER 14 -157 SHEET 1 OF 3 C1.0 NW 1/4 SECTION 25, TOWNSHIP 27 N, RANGE 11 W, W.M., .� I- \ / '\ -\ - - - --- --- - ` \ - - - \ � `� - - - \ o �- � - - - - _ • - - - - � \ r \ � \ \ -`\� _� - __ \ \ - - _� - - I - __ , - - - - - , -� --- -- - - -- \\ - - - - J' - ---- __ \�`' =\ \ \// / / - - -__ _ -� _ - EX GRAVEL _ - -- - � � _' ` - / -..__ �, ` - / i ROAD ' -_ -I \ / _ _ _ \ -� __ i _ = �--_ _ / i - / CULVERT - _ _ - � � � � o / � / , ` �_ 00 - - - -- -- --- - \- �-' _ -- L /� / --_ m o C3.0 _ _ 1 . - - --- - - - !/ �\ - - -- / - _// / �/� -- / 1 I I / '\ \ I / ,/ / /// _ `\` \ - - _ / C /i-- _ _ �^ -°1- _ -,_ / / _ �- - � / /// \ I--, / 1,g / / // � / _' _ - - - - _ - ,-o / - _ _ -- - __ /i // , ` )/,s I I \ ✓ // / l / / 30 15 0 30 60 - - - - - - - - - - - - _ - _ / s/ ! / / - - _- / - i - --- / / r =�,.�, I I I S \ / // � I SCALE: 1" = 30' ,-,� ,� V - _ _ _ _ / �' - / - - / __ � // / /rte - %� -�� �v , �o ///// / / ,_ � - - EX GRAVEL / 6 / - i / / / - / - s /.. --� � r%/ /- -I- , ,,\,\ �`P, \\ \ t / �, (p / // / / --- - \, ROAD _ - / �- - �, ..- / `• . \ S - - -- \ 6 i // �. - -� � / / ,9 / / / / /� / - j ._ �..- /_ -`. o \\ -845 ` h _ - - gs5 \ J - --f - co c / / 00/// ' r�`� / . y...y .. � •. r � . ;,• .�:.: `:•.'.. ' .. ............ \ \\\d'r� \ \ \ � 4o_ \ cb / - - -850- I u�i ° / / / '''�i / //j / / / ' �.... `.•''•''' L_ ` - ,\ \ \\ /t..... \\\ \\�\ \�\\ \ /�� / / / / - - - - --- _ _ - -845_ c4.o - -_ __�- - - - -- / / / �� / �, %/ �� ..�, \ = - - f _ � -- 790.00 \ \ \ \. \�\\ \\ \\\ - /(o / / / / / / / t / - \ _ 50' BUFFER / � / i'f/ / .l '. ri / - - - \ '780.00 - �.-.-.-. •'• " \ o \ �\ \ / q> / / / / / 11 - - 40- - \ / / / / / /j/ /// �. / `800.00 / � _ - _ \\ \ >) \� \ �� �kC 2, / / / / / _ - \ \ / / / / / i / ,!/':•1.':''' //i // r -�-'�_ = - - =-�\ ��\ \sue \\\ \ L\ \ / m / / / - -- 835- \ - - - / ���/� // i %// ' / /�'% // /f� === _--�-_. �\ ��o \l :':I1��1 \ \\ \ -1- _- o / // 830 - \ - - - �_ 8 5 - / /% % / / . /..' :.. ':: //� / /j/ �/� j/ ``''..:.....'." ` �. 'I I , 6, �l1 1 I-� I I I 11� \ h / / / / / / / I 825- - - - - - -- '`" �-- 825 % j /j j j / / /.,. j /� /j j // �/ I I' v� ��\I P 1 :. • 1 I I I �I / �° / / / /r - - \ - � - - _ _ _ 820 .� .� j '.•:% j/ // / / / /// ... ; : :.,� �,� v\ \ I A �� I I cb � / / / -820' - \ - ---- - - - '"--� 15 / / 7 / ...': :' /�� / /j'/ //j - - 745 - j s I \ ti I.. \ -_ - - ` - - ` i _ - �•- 8 5 � �_/ � . ,y✓.. � / / / //� f / 750.00 a..... � \ \ \\ � I � / / - - \ � - - • 80 '� �� / � f/l / ..740 • �• :.'.� s \ o l l l -' - - ._ "' %R _ / :::... / / / / / 750.00 ` \ / y \ \ \\ I o � � - PROPOSED LIMITS � / / / /I -I j I 815 - - 1 \ _ _ _ - - - - - �_ -7 8 5� - - ..,y:... / /��� /I / / � / r .. •, *,• I 1\ \ ..! I ' I OF EXCAVATION i / l _ _ _ = \\\ /� � / / s / I I I / / / I_ - - - PROPOSED 10' \ _� _= - .�. _ 790 - ..'.': ' / // / 1+ I \ '�• I�tn I I I b / / _ _ ` / �% \ 1 810 - - BENCH (TYP) , � - - - - -�"' - " "'-"' .'.'.:.:.Y%' �' j�' I' 7 // !/ % / / / / J -- -) 742.00 :' ;c I/ �/ , C \ : � :': I / o,, / / / / 1 I - - - - - -- -805 -- _ �_ - _- :..� ._/ �___ -� .,.ol Z,/ / / / _ -_ N \ I.. / l \l ,IIIII _ / ° / // I _ _ _� 5 789.98 : / / i... I� \l / /I - - - - - -- - -- -` - - - -- __- _?.`� =7 / �_ _ /J-/- /� // '. %: �.•::' / / / / / .1.. \ \ 1 1 \ I 1 I / / / / II 1 �lj -800- - __ -- _ -- _ -- - /i 5 -- / f . :' / / / / / .' ........:..: r .'. / ::.::: / '� ::� 1 I i - - - - / / / ._ _ - "_- - ..... ... '.. -- _ _/ �.- 770 - .. .... 11 / / / / / /�\r,� / / / � -� '�o s :�� :' �� - ( \ I I I / / / / II -795 - �- G /"_'- - -- 65Gi �� / /1 / rs 1 / 1 I _ � q,° I / /-- _--- __ �,�' y :_ _ - - - - _ - -f- I /� _ r, :; �.... / / / / / / / / ,.- / / .�: \ �) /I : � \ \� I I -- / - , / / 111 - _ / / / / / _ ,._....� _ - - _ , / X76 / _ r - _ ..... / / / / / / ,•/�...... / �'� i + : .:. :' I- {� / / _ - - -790- / / - - - - - - `G �- _ - /�� y J7y5 / .. ....� .✓ // / / / / / / / f..'." / / ��10 721,00 , � . ' I r \`� 1, 1\ - / _ � / / III / /- ........... _ - \ __ _ -- - - -� `' . �_ /.- . .. i /�%/ / // // / / 7`3100 : I 1 -�`, / / I h / / / / \ -- _ f / �/ � - -- � ,..... .� i i �\/ / / X / V' f \ I I 1- / / III N / / - - - -G / . /'.`.'.:. ' �� / / 750.00 / / \.'. \ -fi -770 / / I / 775. DO - - \ L- T 750 / - - _ / / / 740.03 \ d; - / - 780 -L �- / / - \ r ' - - - i .fit. ./ ... -- T _,;;;;;� _ -7 0 `� ! i f �,�- �I - ice / / / / / / / / / X011 �� '.'T . �7�4`0.47 +I -- - / / ��jc�� -� / JI� 01-- cn _ / - 7 -.: .'.•.'.•:.•.•.'.'.,...��.. /�, :-_3 . 5 74 � _ �_- -/ / j \ / \i .'..- / \ 742.88 / i /j/ /// r�C ...'.•.'.� ::.'.•.':.'.'.'...... • • - i � i - i . _ i / / '? .. :.: , .:. / / SOi / / ( ( I -775 -1 -1 / .- -- \ �. •'• .'.'.•.':.'::.'.'.':� / 1�//�- -^ -735 `- _ _ _ `- �- - - , / / I�' /x 744.08 PROPOSED GRAVEL ROAD / / 3 / / \ /r- r/ / - - - -73 �= - _ \ / / 0 .'r.'.'.'.'..'.'..•.'.'.'.'.'.. - TO TIE INTO EXISTING 5� __� III III l 760.00 - / f" _ _ . _ - - Y"- \ 13 I a w - - - - - / -- .'.I'.•.•. ••'.• ... ' -� _ % � _ / � - R 25 , - � -- ��_ \ \ \ \ ` ,--- / 5 t:, . --- _ GAVEL ROAD (TYP) J zt -770- -� / .............. ...... i 1 i �7 �- - - - .. --.. ,. � _ ` `- / \ _ �.%=� -�� /,- f 720 / /-`' _ : ::•>*,• :•,,: ,.•.r^ - _ - , - - :� - -� \ \ \ x \ `"- :. :.: : �.'1':: - _ / / I p - - - - \ / /' /- -j/ d_ - - -- x'715% r-.... _.. _ �\ \ \ \ �� \ \ \ \........ / / I III - �I 11 ii r "'• . .'.•I � -- \ 710.00 \ \ \ h....... ' / I Z -765- -1 �� /\ .... f y \ \ �' : ::. :. :. :.:. :. :. :. :. :. _ I • : / / ii /ilG -/ / _ " %ice ' .:�. '� . /' ' / --� -! , \ \ \\ I / \ \ \i \ \ \ \ \. �.'.'. o / I 1 1 I I - - -760- -' / -- / �\�/ �•i "� _ // - i i s% i� C -� \ \ _�� \ \ \ ` ` ,�7\ DO\ \� ... `� I \ i ' �. f • _� ' �-- _ LIMITS OF EX PIT � ' \ \ -/ :.T ;+'. / 748.80 // / �� "T ; , , / ' - 710%/ %" ' �� �- - \ \ \ - `_-<, \ \ -. \ \ � �-'� \ \ \ �' � /`, -\ \ I III I - -- -755- / ... / / /,L/ / r: / / /f, /, /_ - _- -� \ �- .... \ � \ \ `\ \ \ / 11111 ..• / / _ /� // �/ ..... /// 4 700 _ - •� "� - - F j '` - _„ _ - - \i %� \ • % rf.... ' : .s �� \ \ \ \ \ \ \ \ -- 1 nj I ...,... �.: -. / o \ lo - ....... 750- ' ,�- / / // ...r •.. '''' r�� - 695 - - - - l \ ' .... .. . \ . 5:T ..•.. __ ,< \ \\ \ / / - _r 1111 PROPOSED GRAVEL _ -^- - \ / ROAD TO TIE INTO _ :�' ,--.. / i/ // ..-� - 685 - _ r" -� \ \ \ �'.'.'.'.'.'.'.'.'. \ \ \ ` �� I / I - -745- EXISTING BENCH \ / /-- .-/ / / / 'I"( _ I' :'.'.'.'.': :' ::... \ \ \ ( \ e \ / .. .. T- .-"' / / // j/ / / %-- - 710.00 l \-� �- \7 I" 680 "''� - - - _ -� -c' 'C'\ 679.00 \ \ ;\_ �\ \ \\ . ...... ;...� \ \ '` 1 -t \- / / / 725' IIIII - - - - - -/\ : ... '� / i` .s' / 707.51 ��`�� 1 675"'- .....D... I........... f_= _- =`� \ 679.99 1 ~ �� `_ \ \ _ \ \ \ \ \ / / �y / !,/ / _- r/ - - :': ' ::.:::' .'.'.'..........:.'.:. - - _ _ _ �L a T \ rt _ , \ \ I IIIII I - / / / / / / / / /....� / /� 670 00 ..� ` r :�.,:: .. _ - -f- - - - r-� -`�� . • _ \ ` �� \ `� ` __� 693.00 \ \ \ \ \ \ \ 1 // - / l / - - - 735 - - - i �' / / / / / / / / / / / {{ } ;.'. f ....' :.' • - - f-- -� \ � "C -� _ 695.00 \ \- - � \ \ \ - -7' / / III 1 t --' I 740.00 p / / ' "'' / / / / r '.�.. '.1 .1 670 - 1-.rr - %..- - _\ �� - ` \ \ \ \\ \ I / / / I ' I I - - ` / / / / / -/- %- :. - 1 665 - -- - _ � c r_.. -.;,, _ - , _ - 4 � _ \ I � `'� _ \ \ \� \\ \ 1\ \ . . V •, \ \ � � I I I /'� -tt '�° �/j //. r' �f // ..... - �T .- _ - I_ '� _.. -� \\ �` - �"- = \ \\\ ` \ - - - / '720 / �!� / / 670.00 ......... IT 60 -i' \ \ �\ \ ...'. c�? . \ \ \ i / - - / / / / -- � / - -- - - h / / - / _ 1 _ -_ _ -�- _ _ -_ _ �� - _r- �, \ \ \` �_ I -_ ` \ \ \ _� �' \ \ -\ _ / / III _ - \: \�'\ \ - \� I / / / '1'ti�`/ / / /,' / 700.94 / / / % _ ��� 1-� 5� _ _-� _ ..d -r-�'' I \\ y \ \ I I \\\ \ \ \ \� \� \ \ � \ x \ \ / _ - - - / / / / '� j30 O / ^ h, // / /f / / / //! _ 645 - - _ I'� \ , \ \ \ 1- i -- -_ \ �\ -A t \� \.'.':. y \ \ / / ��1s / / III( M _ / / / ^ti0 /--/ ;.;•;• �'/ / / / / / / r "i64 }�.1•� - _� I \ \ \ \ �\ rn- - l l \l / •�,.'r \ / i / / /I I I -725- EX GRAVEL _ - / ��°`' // / : : / / / / / �� 6351 _ I I , �\ o �( '< /� /%/ / .•.•:•;•.\ \ _ / 111 ROAD ' /� / / / / °o // // % / //� / /� /%/ /� j� 630:1 1 i - / I \ rno W \� \ -��-� ��.� / />/ ; 698.58 �7D�0� �/ JQ, 710 / / I \� i W v` �/ I - 720 - - - _-- ___ /� -/_ c 4) r /, / / / / / / / / / /_, i �) I / I 630.00 I ' \ \ �- / /�� . /�/ 693.40 / _ ' ..', -r ....... / / \ O , - --- -705- -� _t / / / I : / / / L- ,A % j / 628100 / I I � I --' � / / / / / _- / /`� � / i � l t .�. 1\ � = _7p0- / I/ - - -715- - - - / / /- '690 i /// / / // ' / /l // / I l -630 ��/ �/ �/ // // // �' I �� it / \ : ' \-' -_ � _ - - / �I J_ / / / i / / I `✓� - 635 - i / / / -11 . - / / / QD � i 95 _ PROPOSED LIMITS / - / / / / 670.00 // / / / / / / %/ ( I .� � • �.� ".� - 640 - - - �- / / / / / / / / i /� /' /,/ / /� \ __�-- f 6 _ / \ l71 - OF EXCAVATION / • / / 628.00 / /' I I I ......... S. / -, / -645 - / i // / / j / / L -_ � f ` -6 0�- - / • 7 0 / / 1 I .'. ..� :' :•:• :•:.':' I _ / �, �� 650 - - - - - "' j , / / / / / / �. // / j / \ S _ - - - / '' / / '.'../ coo 7/ / / /// / /// /�/ / I I I / �// - -, ___ /�, / :_- 655- - --- -� i// /'' ,i% /i - _e- IS' -90 / \.- - - _685 \ / _ / h. / ' / �\ / / l l / // i...•. '.•. \'. :.." �J / -� / /�- •660- __ - - - �� / / / /% i ' \ \ / � - - - '� / _-- 705 -J-/ / / : :"' // col .'.�' I ' I ( / /............... .'.' :' - � r / / x-•665 _ - _ / / �/ - � �/ ._ - 680 - - / /... / I I I �(4% / / j� `.. J -i'` _� F. /�'/ 670 - - -- -/i a� - �- EX TREE / / / / \ \ \ \ / /i 1 r- .� / / ,.� ! \ � - ___-675__ LINE -\ / / .•:.' ................. \ \ �� - - / ....,.:..j .... - „' r / !I / / / / \ \ \ ° __ -- - --'.= �� -� __ 700 - / / t,. •: \. \ \ / - // J_ / // T -- -- f ... _ _695 - I--- / :a: / ^�- �-� - - .. .'..:.:: :: /..y -- i - _ - - \ / 1 - - - - - / `/ / _ 0- (0 - '- 670.00: , _ i - - , - _ - _ -- _ _ -690- PROPOSED GRAVEL / / - �%' - - REGRADE EXISTING CONVEYANCE " 1 ' ` - - - - - - - - - - - - - � _ ROAD TO TIE INTO ` • ?� \ �'� SWALE TO ALLOW FOR POSITIVE /� �r--� _. - _ EXISTING BENCH ��� 26'•'• \ FLOW FROM NEW CULVERT I � % _ \ \ - _ EX GRAVEL I I / - _. -� - -- //' '- -ate �T \ \ - / � / ..... .. - "....'.'.'.'...::: .'. \.':. - ... '� - ROAD / \ ✓ \ 670.00 .............. 663_.65_ - - __ �_ i / _ _ i _ _� \ \ \ - - - - _ _ _ / - -685 / CULVERT �_ / :': :' '..'.' ' :' :' � �' i / ''� / / 7� \- \ \ \ - - - 1 / / EX GRAVEL / �� ` __ ` /f / i / - � \ \ \ \ -- 680 ROAD _ / �\` ` - -/ _ / / /_ _ - j �_ - - _ \ \ \ \� �- \ l I �� / �/ / / / // / / PROPOSED 18" \ \ \ � ` "_ ''�-� ' / / / / % 1660.00 Y� \ '�\ \ \ \ \ \ \ \\ \ \ I \ 675_ i __ / / / / / CULVERT 1-1 "- --- '� - - - - -- / / / / 660.94 658.87 / \ \ \ \ � \ \ \ \ \ \ \ \ -'-" \ I - I ._._ � / / -, \ \ I --- / - - - - i� / SEDIMENT POND \ 661.83 EX CONVEYANCE \ \ � _,� \ --- '� _� \ --- \ \ \ _- _/ \ 662.48 / / SWALE \ � \ \ \ \ \ / I I / \ i/ � \ __ � \ \ \ / w Q 0 Z Z }0 F- a a U V) w 0 A Z O N Z o) f , /Z^ Al � � I v �_ �- � Q � H m cL,� 0 � Za3 Zm M cd 4 '^ v V `u/ N-' o � o d' Ln V 't OD ,q ON 4m t(3) Oct O OQ cnko � Q 3. O M M O I° in M •o C M u O W .4 m O N c H 3 N Z � N � L.0 0 U fl.wra ..m ®ICJ Z O N Z o) f , /Z^ Al � � I v �_ �- � Q � H m cL,� a)� bJ � Za3 Zm cd ZLn J Q aw '^ v V `u/ 0 LL Z_ � Z �. W H a : 7 Z � O Z W wx >W *3Ao :D r Z • r•-1 Ln� z o Q ui o U) a) J - -� �z co U z � W W cD ■ Wa Z z 3a f (d n P4 u J W - 2:o U a Z O N Z o) f , /Z^ Al � � I v �_ �- � Q � H m cL,� JOB NUMBER 14 -157 SHEET 2 OF 3 C2.0 Q i___ Z n ��Vii.�.rrr CL W > Q" ■„ O �D Z: Fey O III Z .. •- J 6o (D ( ) , m `� G W 5 = m O U J V Z O m W LL Z 3 I.1,! 0 Q JOB NUMBER 14 -157 SHEET 2 OF 3 C2.0 APR 10 26.15 NW 1/4 SECTION 25, TOWNSHIP 27 N, RANGE 11 W, W.M., 1 +00 2 +00 3 +00 4 +00 5 +00 5 +20 WEST SECTION C3. SCALE: HORZ: 1"=40' VERT. 1'=20 1 +00 2 +00 3 +00 4 +00 5 +00 5 +20 2 EAST SECTION C3. SCALE: HORZ: 1 " =40' VERT. 1 " =20 1 +00 2 +00 3 +00 4 +00 5 +00 5 +20 SOUTH SECTION C3. SCALE: HORZ: 1 " =40' VERT: 1"=20 W a 0 z z 0 a H U V) LLI O z M 7 Ln E M d u°, v co �rn rn t0) Q N Ln V LEJ m 3 1- N H N z r- ® = N LL tp Ip Z J Z m `f'$ Z VR Q a a w Q LL Z v �uJ• Z F°1 O w Z w J F W X SOLM CC a ' w Pei �f Z •e-i Z ww W E a J 0 W _ u Z M tJ Z U W W W W < Z ■ Z Z � Q Z � c w U J_ W 0 W U a z Lo � N z Q Q m o� W W Q. > 0 o a 0 W W m 0 W V W m O U z O m W Z �CL JOB NUMBER 14-157. SHEET 3 OF 3 C3.0