The URL can be used to link to this page

18610 92ND AVE W (2).PDF111111111111 8843 18610 92ND AVE W CITY OF EDMONDS - 1215" AVENUE NORTH - EDMONDS, WA 98020 PHONE: 425.771.0220 - FAX: 425.771.0221 - WEB: www.ci.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT: PLANNING - BUILDING April 14, 2009 Mary Lynn Pulfer 1861092 "d Avenue West Edmonds, WA 98026 RE: FOLLOW-UP ON TREE CUTTING QUESTIONS Dear Ms. Pulfer: We spoke on the phone yesterday about potential tree cutting on your parcel, particularly the removal of one or more hazard trees. Since your property is located immediately east of Hutt Park, I wanted to briefly outline the requirements for tree cutting in Edmonds and near Hutt Park in particular. Hutt Park is an identified bald eagle nesting site and, as a result, the Department of Fish and Wildlife will need to be involved with your tree removal decision. Before reviewing the permitting process, I would like to describe the critical areas that are on or near your parcel. A critical areas checklist was submitted in September 2004 which identified the presence of a small stream and associated wetlands on the parcel in addition to being adjacent to Hutt Park. Varied slopes are also present which appear to range from about 20% on the southern portion of the parcel (which qualifies as an erosion hazard) to slopes in excess of 40% toward the northeastern comer of the. parcel (which qualifies as a landslide hazard). Enclosed are both the original critical areas checklist and the wetland determination from 2004. Because the City's critical areas code was updated after these documents were submitted, the checklist and wetland report will eventually need to be updated to make specific reference to the requirements of the new code. I will update your critical area checklist as part of this background research; the wetland report does not need to be updated at this time but will if future development is anticipated on the parcel. In addition to updating the critical areas information, you will need to contact the Department of Fish and Wildlife to begin the process of creating a management plan for your site. DFW staff will work with you to do that at no cost to you. The contact for DFW is Jay Shepard and I have copied him on this letter. Please contact Mr. Shepard at your convenience and he can work with you to get the process started. More information is available at: http://wdfw.wa.gov/wlm/diversty/soc/baldeagle/index.htm. As far as City permitting, there are two portions of code that could drive the process: ECDC 18.45 (tree cutting) and ECDC 23.40 (critical areas). Both sections are available at: http://www.mrsc.org/mc/edmonds/Edmondsnt.html. The first step in the process is to have an arborist produce a report describing the health of the tree(s) in question and locate them on a site plan. If the tree(s) are hazardous, they may be removed per ECDC 23.40.220.C.7. They must be replanted at a 2:1 ratio and a replanting plan must be submitted (DFW may have suggestions for appropriate replacement species and replacement locations so that is why it is good to contact them first). While the City does not encourage it, if you want to remove trees that are otherwise healthy, you can apply for a tree cutting permit as described in ECDC 18.45. Such a permit is an administrative conditional use permit that requires SEPA review. The cost for this permit is $1,070. Handout P46 (http://www.ci.edmonds.wa.us/bldg permits forms.stm) describes the submittal requirements for a complete application. If you have any further questions regarding tree cutting on your parcel, please feet free to contact me at 425-771-0220 or clugston(2ci.edmonds.wa.us. I encourage you to contact Mr. Shepard at Fish and Wildlife as well in order to involve him early in the process. Sincerely, IR4K a/— - �-- Mike Clugston, AICP Planner Enclosures Cc: Jay Shepard Threatened and Endangered Species Biologist Washington Department of Fish and Wildlife 16018 Mill Creek Blvd. Mill Creek, WA 98012 425.379.2301 eagle4@dfw.wa.gov CRITICAL AREA STUDY PRUITTI CA-04-115 PORTION OF SECTION 13, TOWNSHIP 27N, RANGE 3, W.M. WETLAND DATA SITES WETLAND BUFFER CATEGORY' STREAM JI —5 WETL SCALE: 1 40' 0 40 80 WWWWomm, Afe, 0011neation / h9tiqation / Restoration / Habitat Creation / Permit Assistance 9505 19th Avenue S.E. Suite 106 Everett, Wash initton 98208 Phone: (425) 337-3174 Fax: (425) 337-3045 Email: mailbox@wettandresources.com C " , I 185TH PLACE S.W. GORY 2 -LAND I DITCH - BANK 12" STORM DRAIN (APPROX.) EXISTING HOUSE 186TH PLACE S.W. CRITICAL AREA STUDY PRUITTI CA-04-115 EDMONDS, WASHINGTON City of Edmonds Sheet I/ I Attn. Meg Gruwell WRI Job #04386 121 5th Ave. N Drawn by: J. KELLY Edmonds, WA 98020 Date: 12/14/2004 1A nWo G(?t I Wetlaqdl�eowrceo, Delineation / Mitigation / Restoration / Habitat Creation / Permit Ass /wo istance 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 (425) 337-3174 Fj p. Fax (425) 337-3045 - 4p, �' - ,-. � Iff':0 A N 2005 PL4NN/NG DEPT Critical Area Study for Pruitt Property (CA-04-115) Wettand Resources, Inc. Project #04386 Prepared By: Wettand Resources, Inc. 9505 19th Ave. SE Suite 106 , Everett, WA 98208 (425) 337-3174 For: City of Edmonds Attn. Meg Gruwell 121 5 th Ave. N. Edmonds, WA 98020 January 5, 2005 TABLE OF CONTENTS SITE DESCRIPTION WETLAND CLASSIFICATION - COWARDIN SYSTEM WETLAND CLASSIFICATION - CITY OF EDMONDS BUILDING SETBACK LINE 2 WETLAND DETERMINATION REPORT 2 BOUNDARY DETERMINATION FINDINGS 3 WETLAND FUNCTIONS AND VALUES ASSESSMENT 4 WILDLIFE 5 USE OF THIS REPORT 5 REFERENCES 6 FIELD DATA 7 CRITICAL AREA STUDY MAP SHEET 1/1 SITE DESCRIPTION Wetland Resources, Inc. conducted a wetland delineation in November of 2004 to locate jurisdictional wetlands and streams on the approximate 0.76 acre site located at 18610 92 ND Avenue W in the city of Edmonds, Washington. The site is located as a portion of Section 13, Township 27N, Range 3E, W.M. This property is bounded by 92nd Avenue W in the east and is surrounded by single- family residences to the north, south, and east. Hutt Park borders this property ' �to the west. This site has a western aspect, the northern portion of the property slopes steeply from 92nd Avenue W to a Category 2 wetland and associated Category 3 stream. The southern part of this site is occupied by a single-family residence and maintained lawn on fill soil. The fill soil appears to be as much as 10 to 12 feet deep in places and slopes steeply at the edges. At the northern edge of the fill soil, stormwater from 92rd Avenue W outfalls on to the subject property via a 12 inch culvert. The stormwater drains northwest through an on -site ditch to the Category 2 Wetland. Hydrology from this culvert appears to come exclusively from the municipal stormwater system and no wetlands or streams were located upstream. As a result, this ditch was not flagged as a stream. Although hydrology from this ditch drains to the on -site wetland, it does not appear that the ditch functions as a part of this wetland due to the vertical separation caused by the fill soils (approximately 8 feet). Category 2 wetlands in the city of Edmonds typically receive 50-foot protective buffers while Category 3 streams receive 10-foot protective buffers from their delineated wetland edge or ordinary high water mark. WETLAND AND STREAM CLASSIFICATIONS - COWARDIN SYSTEM According to the Cowardin System, as described in Classification of Wetlands and Deepwater Habitats of the United States, the on -site wetland and stream are classified as follows: Wetland: Palustrine, Forested Wetland, Broad leaved deciduous, Seasonally flooded. Stream: Riverine, Intermittent, Streambed. WETLAND AND STREAM CLASSIFICATIONS - CITY OF EDMONDS Under ECDC, chapter 20.1513 (Critical Areas), the on -site wetland and stream are classified as follows: Category 2 Wetland: This wetland is less than one acre in size but greater than 2,500 square feet and has a forested wetland class. Category 2 wetlands in the city of Edmonds typically receive 50-foot protective buffers. Critical Area Study City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Category 3 Stream: This Category 3 stream is intermittent, approximately one foot wide, and is not used by salmonids. Category 3 streams in the city of Edmonds typically receive 10-foot protective buffers. In the city of Edmonds, critical areas and their buffers may be required to be placed in a separate critical area tract or easement. The City may also require the critical area tract to be designated "native growth protection easement". In this case, appropriate survey markers and permanent signage shall be installed o.n the property at the boundary of the critical areas andlor their buffers (20.15 B. 160). BUILDING SETBACK LINE Pursuant to ECDC chapter 20.15B a building setback line (BSBL) of 15-feet is required from the edge of any buffer to prevent construction intrusions into the buffer. The BSBL shall be identified on the site plan, which is filed as an attachment to the notice on title required by ECDC 20.15B.160(B) WETLAND DETERMINATION REPORT Methodology On -site, routine methodology as described in the Washington State Wetlands Identification and Delineation Manual (Washington State Department of Ecology Publication #96-94, March 1997), was used for this determination, as required by the City of Edmonds during the permitting process. Under this method, the process for making a 'Wetland determination is based on three sequential steps: ' 1) Examination of the site for hydrophytic vegetation (species present and percentage cover). 2) If hydrophytic vegetation is found, then the presence of hydric soils is determined. 3) Determination of the presence of wetland hydrology in the area examined under the first two steps. Vegetation Criteria The Washington State Wetlands Identification and Delineation Manual, 1997 edition, defines hydrophytic vegetation as the sum total of macrophytic plant life that occurs in areas where the frequency and duration of inundation or soil saturation produce permanently or periodically saturated soils of sufficient duration to exert a controlling influence on the plant species present. One of the most common indicators for hydrophytic vegetation is when more than 50 percent of a plant community consists of species rated "Facultative" and wetter on lists of plant species that occur in wetlands. Soil Criteria and Mapped Description The Washing ,ton State Wetlands Identification and Delineation Manual, 1997 edition, defines hydric soils as those that formed under conditions of saturation, flooding, Critical Area Study 2 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 or ponding long enough during the growing season to develop anaerobic conditions in the upper part. Field indicators are used for determining whether a given soil meets the definition and criteria for hydric soils. The soils underlying the site are mapped in the Soil Survey of Snohomish Count Area Washington as A[derwood-Urban land complex, 8-15 percent slopes. Alderwood-Urban land complex, 8-15 percent slopes on till plains. This unit is, about 60 percent Alderwood gravelly sandy loam and about 25 percent urban ta'nd. Included in this unit are small areas of Everett and Indianola soils on terraces and outwash plains, Kitsap soils on terraces and terrace ' escarpments, and Ragnar soils on outwash plains. Included areas make up about 15 percent of the total acreage. The Alderwood soil is moderately deep and is moderately well drained. It formed in glacial till. Typically, the surface layer is very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandy loam about 5 inches thick. A weakly cemented hardpan is at a depth of about 35 inches. Depth to the hardpan ranges from 20 to 40 inches. Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it. Available water capacity is low. A seasonal perched water table is at a depth of 18 to 36 inches from January to March. Urban land consists of areas that are covered by streets, buildings, parking lots, and other structures that obscure or alter the soils so that identification is not possible. Hydrology Criteria The Washington State Wetlands Identification and Delineation Manual, 1997 edition, states that "areas which are seasonally inundated and/or saturated to the surface for a consecutive number of days greater than or equal to 12.5% of the growing season are wetlands, provided the soil and vegetation parameters are met. Areas inundated or saturated between 5 and 12.5% of the growing season in most years may or may not be wetlands. Areas saturated to the surface for less than 5% of the growing season are non -wetlands." Field indicators are used for determining whether wettand hydrology parameters are met. BOUNDARY DETERMINATION FINDINGS Wetland Areas Wetland: This forested wetland occupies the central and northwestern part of this site and extends off -site to the north and west. Vegetation in this wettand is represented by a canopy that is dominated by red alder (Alnus rubra, Fac). Understory vegetation is comprised of salmonberry (Rubus spectabilis, Fac+), pacific water parsley (Oenanthe sarmentosa, ON), and lady fern (Athyrium filix-femina, Fac). Critical Area Study 3 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Typical soils in this wetland have a Munsell color of very dark grey (10 YR 3/1) and a texture of sandy loam from 0 to 18 inches below the surface. Soils were saturated to the surface during our November 2004 site investigation. Non -Wetland Areas: Upland vegetation in the northern portion of this site is represented by a canopy of red alder and western hemlock (Tsuga heterophylla, FacU-). Understory vegetation is comprised of red elderberry (Sambucus racemosa, FacU, Himalayan blackberry (Rubus discolor, FacU), and sword fern (Poly4�ichum munitum, FacU). The southern portion of this property is represented�'by maintained lawn. Typical soils in the portions of the property mapped as non -wet have a Munsell color of dark yellowish brown (10 YR 4/4) and a texture of gravelly sandy loam from 0 to 18 inches below the surface. Soils sampled in the upland areas of the site were dry during our November 2004 site investigation. WETLAND FUNCTIONS AND VALUES ASSESSMENT Methodology The methodology for this functions and values assessment is based on professional opinion developed through past field analyses and. interpretation. This assessment pertains specifically to this, site, but is typical for assessments of similar systems common to western Washington. Functions and Values Components Wetlands in western Washington perform a variety of ecosystem functions. Included among the most important functions provided by wetlands are stormwater control, water quality improvement, fish and wildlife habitat, aesthetic value, recreational opportunities, and education. The most commonly assessed functions are discussed. Assessments of these functions for the project site are provided below. Existing Conditions The on -site wetland is a portion of a Category 2 wetland that extends off -site to the north, south and west, and is associated with an intermittent Category 3 stream. This wetland stores water during periods of high precipitation and releases it during times of low flow, helping to maintain consistent stream flows. This wetland also serves to filter runoff from 92nd Avenue W, thus improving water quality. Because this wetland is adjacent to and contiguous with Hutt Park in the west, it adds to valuable open space and provides habitat for a variety of wildlife. Functions and value of this wetland are limited by its small size, proximity to developed areas, and the presence of trash in the wetland and buffer in the northern portion of this property. Overall, this wetland provides a moderate level of functions and values. Critical Area Study 4 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 WILDLIFE During our site investigation several species of birds were noted: American robin (Turdus migratorius), black -capped chickadee (Poecile atricapillus), dark -eyed junco (Junco hyemalis), song sparrow (Melospiza melodia), steller's jay (Cyanocitta stelleri), and winter wren (Troglodytes troglodytes). USE OF THIS REPORT This Critical Area Study is supplied to the City of Edmonds as a means of describing jurisdictional wettand conditions, as required by the City of Edmonds during the permitting process. This report is based largely on readily observable conditions and to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden or concealed conditions. Reports may be adversely affected due to the physical condition of the site and the difficulty of access which may lead to observation or probing difficulties. The laws applicable to wetlands are subject to varying interpretations and may be changed at any time by the courts or legislative bodies. This report is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. The work for this report has conformed to the standard of care employed by wetland ecologists. No other representation or warranty is made concerning the work or this report and any implied representation or warranty is disclaimed. Wettand Resources, Inc. Jamie Kelly Associate Wetland Ecologist e, Louis Emenhiser Senior Wetland Ecologist Critical Area Study 5 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 REFERENCES City of Edmonds Code Chapter 20.15B Critical Areas. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS- 79/31. December 1979. U.S. Department of the Interior, Fish and Wildlife Service. Washington, D.C. Corps of Engineers Wetlands Delineation Manual, 1987. Technical Report Y-87-1. Environmental Laboratory. U.S. Army Engineer Waterway Experiment Station. Vicksburg, MS. Soil Survey of Snohomish County Area Washington United States Department of Agriculture, Soil Conservation Service (1978). National List of Plant Species that Occur in Wetlands, Northwest Region. 1996. U.S. Department of the Interior, Fish and Wildlife Service. Washington, D.C. Washington State Wetlands Identification and Delineation Manual. Washington State Department of Ecology. Publication #96-94. March 1997. Critical Area Study 6 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Field Data Pruitt - Edmonds - WRI# 04386 Investigation Date: November 18, 2004 Pit Depth Texture Color Moisture Species % Status Strata S1 0-181, Sandy Loam 10YR 3/1 sat Alnus rubra 50 Fac Tree Wetland at surface Rubus spectabilis 40 Fac+ Shrub Oenanthe sarmentosa 60 Fac-Obt Herb Athyrium filix-femina 20 Fac Herb Conclusion: Wetland - Parameters for hydrophytic vegetation, hydric soils, and wetland hydrology are met. S2 0-18" Sandy Loam 10YR 4/4 dry Alnus rubra 50 Fac Tree Upland at 8" Tsuga heterophylla 40 FacU- Tree Sombucus racemosa 30 FacU Shrub Rubus discolor 60 FacU Shrub Polystichum munitum 20 FacU Herb Conclusion: Upland - Parameters for hydrophytic vegetation, hydric soils, and wettand hydrology are not met. Critical Area Study City of Edmonds - Pruitt Property WRI Project #04386 7 January 5, 2005 Critical Areas Checklist CA FileNo: Site Information (soils/ topography/ hydrology/ vegetation) 1. Site Address/ Location: 18610 92nd Ave. W. 2. Property Tax Account Number: 00434600004104 3. Approximate Site Size (acres or square feet). 33,153 sq. FT Or 0.76 acres 4. Is this site currently developed? x yes; — no. If yes; how is site developed? one single family residence 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. X Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). X Ffilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet)- X Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: No ; Approx. Depth: 7. Site contains areas of seasonal standing water: No Approx. Depth: What season(s) of the year? 8. Site is in the floodway No floodplain No of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? No Flows are seasonal? (What time of year? 10. Site is primarily: forested meadow ;shrubs mixed X urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: No For City Staff Use Only 1 1. Plan Check Number, if applicable? 2. Site is Zoned? K� - (2- pwo"'W'l 3. SCS mapped soil type(s)? (p Al%tr�m V-rbt,, I&i^A 1Z sc,,, 4. Critical Areas inventory or C.A. map indicates Critical Area. on site? .'?a tif Ne j.�- 5. Site within designated earth subsidence landslide hazard area? 90 DETERMINATION STUDY REQUIRED WAIVER Reviewed bv: Date: qI ly/61+ Critical Areas Checklist.doc/2.17.2004 !tlo� - Sit WN4-A Fei—uj oh" #P20 of- EDAf City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 /"C. I gc)�) Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). Date Received: IZ-C-ol City Receipt #: 91 1 Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information ftimished by the applicant, his/her/its agents or employees. By my signature, I certify that the inf, ra . ion and exhibits re ith submitted are true and correct to the best of my knowledge and that I am authorized - le tt s plica on on e ebalf of the owner as liste;7w. SIGNATURE OF APPLICANVAGEN DATE o/— Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use appl ' ication, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER (W o.."-) DATE Owner/Appfk-atrt: Cedric & Diane Pruitt Name PLEASE PRINT CLEARLY A licant Representative: Je frey Treiber Lnypll-Sauprlana K Aqqnniafinp, Tn Name 18610 92nd Ave. W. 19400 33rd Ave. W. Suite 200 Street Address Street Address Edmonds, WA 98020 city State Telephone: (425) 771-2375 Email address (optional): Lynnwood, WA 98036r Zip city State Zip Telephone:(425) 775-1591 Email Address (optional):Jef f t@lsaengineering.co CITY OF EDMONDS CRITICAL AREAS DETERMINATION Site Location: 18610 — 92nd Avenue W. Tax Acct. Number: 00 4346 000 04104 Determination: Study Required Determination #: CA-04-115 Applicant: Lovell-Sauerland & Associates, Inc. Owner: Cedric & Diane Pruitt CRITICAL AREAS DETERMINATION: STUDY REQUIRED (CA-04-115) During review and inspection of the subject site, it was found that the site may contain critical areas, including a Wetland and Wildlife Habitat pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). The site also had some very steep portions, but the survey submitted, which was done by Jeffrey Treiber of Lovell-Sauerland & Associates, dated July 9, 2004, showed that the site did not meet the definition of steep slope in the Edmonds Community Development Code. STUDY REQUIREMENT — WETLAND The site investigation has shown that the site may contain a wetland at the low portion of the lot. Based on the above finding, a Critical Areas Study is required to determine the class of the wetland and locate the wetland on the property. Wetland Classification and Delineation: A critical areas consultant shall perform the following: o Classification of the wetland pursuant to the criteria established in ECDC Section 20.15B.060.A.5. o Delineate the boundaries of the wetland on the site. o State any mitigating measures appropriate to preserving and protecting the wetland. This part of the study shall be performed as a three -party contract with the city selecting the consultant -and the property owner or applicant paying the fees. When you are ready to proceed, please contact a Planner. Wetland Mapping: After the critical areas consultant has classified the wetland and delineated the wetland boundary, a surveyor licensed by the State of Washington must perform the following: o Survey and map the wetland, the buffer and the fifteen -foot building setback (refer to ECDC 20.15B. 1 30.0 for the required buffer widths). In order to complete this Study Requirement, this map must be submitted to the Planning Division for review and approval. DEVELOPMENT PROPOSALS ON A SITE WITH A WETLAND Development proposals that encroach into the wetland buffers or building setbacks may be allowed through the approval of certain processes. The specific process depends on the individual site and development proposal but may include Buffer Averaging, Wetland Replacement Ratios, a Critical Areas Variance, and/or a Critical Areas Variance or Reasonable Use Exception. If you think that you have a proposal that may require one of these processes, please contact a Planner for more information. STUDY REQUIREMENT — WILDLIFE HABITAT Since the sight is within a mapped eagle habitat area, this portion of the critical areas study requires you to contact the State Department of Fisheries and Wildlife. The Washington State Department of Fish and Wildlife has strict regulations for the development of properties within 800 feet of an active and/or recent eagle nest site. Therefore the approval of any building permits for this site shall be subject to the requirements of the State Department of Fish and Wildlife. DEVELOPMENT PROPOSALS ON A SITE WITH WILDLIFE HABITAT The applicant must show written evidence of compliance with the requirements of the Washington State Department of Fish and Wildlife prior to or with the submittal of any building permits or other development pe rmits for* this site. Your contact at the Department of Fish & Wildlife is: Julie Stofel, Endangered Species Biologist 16018 Mill Creek Blvd. Mill Creek, WA 98012 Telephone: (425) 379-2301 Ms. Stofel will need to see a site plan with proposed actions, and a tree cutting plan. SEPA may be required with a building permit submittal at the discretion of the Washington State Department of Fish and Wildlife or the City of Edmonds. PROJECT SPECIFIC CONDITIONAL WAIVERS If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver may be issued on a project by project basis. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 20.15B.040). If you think that a specific development proposal may be exempt, contact a Planner for more information. Name Date Li Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 i I Wetla#d 1�e. gow coes, /w. STREET FILE Mr. 11� Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance 9505 19th Avenue S.E. Suite 106 Everett, Washington 98208 R C V Lp (425) 337-3174 '0 Fax (425) 337-3045 "A � 1 1 2005 PLANNING DEPT Critical Area Study for Pruitt Property (CA-04-115) Wetland Resources, Inc. Project #04386 Prepared By: Wetland Resources, Inc. 9505 19th Ave. SE Suite 106 , Everett, WA 98208 (425) 337-3174 For: City of Edmonds Attn. Meg Gruwell 121 5 th Ave. N. Edmonds, WA 98020 January 5, 2005 TABLE OF CONTENTS SITE DESCRIPTION WETLAND CLASSIFICATION - COWARDIN SYSTEM WETLAND CLASSIFICATION - CITY OF EDMONDS BUILDING SETBACK LINE 2 WETLAND DETERMINATION REPORT 2 BOUNDARY DETERMINATION FINDINGS 3 WETLAND FUNCTIONS AND VALUES ASSESSMENT 4 WILDLIFE 5 USE OF THIS REPORT 5 REFERENCES 6 FIELD DATA 7 CRITICAL AREA STUDY MAP SHEET 1/1 SITE DESCRIPTION Wettand Resources, Inc. conducted a wettand delineation in November of 2004 to locate jurisdictional wetlands and streams on the approximate 0.76 acre site located at 18610 92 ND Avenue W in the city of Edmonds, Washington. The site is located as a portion of Section 13, Township 27N, Range 3E, W.M. This property is bounded by 92rd Avenue W in the east and is surrounded by single- family residences to the north, south, and east. Hutt Park borders this property,�to the west. This site has a western aspect, the northern portion of the property slopes steeply from 92rd Avenue W to a Category 2 wettand and associated Category 3 stream. The southern part of this site is occupied by a single-family residence and maintained lawn on fill soil. The fill soil appears to be as much as 10 to 12 feet deep in places and slopes steeply at the edges. At the northern edge of the fill soil, stormwater from 92rd Avenue W outfalls on to the subject property via a 12 inch culvert. The stormwater drains northwest through an on -site ditch to the Category 2 Wettand. Hydrology from this culvert appears to come exclusively from the municipal stormwater system and no wetlands or streams were located upstream. As a result, this ditch was not flagged as a stream. Although hydrology from this ditch drains to the on -site wettand, it does not appear that the ditch functions as a part of this wettand due to the vertical separation caused by the fiR soils (approximately 8 feet). Category 2 wetlands in the city of Edmonds typically receive 50-foot protective buffers white Category 3 streams receive 10-foot protective buffers from their delineated wettand edge or ordinary high water mark. WETLAND AND STREAM CLASSIFICATIONS - COWARDIN SYSTEM According to the Cowardin System, as described in Classification of Wetlands and Deepwater Habitats of the United States, the on -site wettand and stream are classified as follows: Wettand: Palustrine, Forested Wettand, Broad leaved deciduous, Seasonally flooded. Stream: Riverine, Intermittent, Streambed. WETLAND AND STREAM CLASSIFICATIONS - CITY OF EDMONDS Under ECDC, chapter 20.1513 (Critical Areas), the on -site wettand and stream are classified as follows: Category 2 Wettand: This wettand is less than one acre in size but greater than 2,500 square feet and has a forested wettand class. Category 2 wetlands in the city of Edmonds typically receive 50-foot protective buffers. Critical Area Study City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Catep ,ory 3 Stream: This Category 3 stream is intermittent, approximately one foot wide, and is not used by salmonids. Category 3 streams in the city of Edmonds typically receive 10-foot protective buffers. In the city of Edmonds, critical areas and their buffers may be required to be placed in a separate critical area tract or easement. The City may also require the critical area tract to be designated "native growth protection easement". In this case, appropriate survey markers and permanent signage shall be installed p.n the property at the boundary of the critical areas andlor their buffers (20.1513. 160). BuILDING SETBACK LINE Pursuant to ECDC chapter 20.1513 a building setback line (BSBL) of 15-feet is required from the edge of any buffer to prevent construction intrusions into the buffer. The BSBL shall be identified on the site plan, which is filed as an attachment to the notice on title required by ECDC 20.15B.160(B) WETLAND DETERMINATION REPORT Methodology On -site, routine methodology as described in the Washington State Wetlands Identification and Delineation Manual (Washington State Department of Ecology Publication #96-94, March 1997), was used for this determination, as required by the City of Edmonds during the permitting process. Under this method, the process for making a wetland determination is based on three sequential steps: 1) Examination of the site for hydrophytic vegetation (species present and percentage cover). 2) If hydrophytic vegetation is found, then the presence of hydric soils is determined. 3) Determination of the presence of wettand hydrology in the area examined under the first two steps. Vegetation Criteria The Washing ,ton State Wetlands Identification and Delineation Manual, 1997 edition, defines hydrophytic vegetation as the sum total of macrophytic plant life that occurs in areas where the frequency and duration of inundation or soil saturation produce permanently or periodically saturated soils of sufficient duration to exert a controlling influence on the plant species present. One of the most common indicators for hydrophytic vegetation is when more than 50 percent of,a plant community consists of species rated "Facultative" and wetter on lists of plant species that occur in wetlands. Soil Criteria and Mapped Description The Washinp ,ton State Wetlands Identification and Delineation Manual, 1997 edition, defines hydric soils as those that formed under conditions of saturation, flooding, Critical Area Study 2 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 or ponding long enough during the growing season to develop anaerobic conditions in the upper part. Field indicators are used for determining whether a given soil meets the definition and criteria for hydric soils. The soils underlying the site are mapped in the Soil Survey of Snohomish Count Area Washinpaton as Alderwood-Urban land complex, 8-15 percent slopes. Alderwood-Urban land complex, 8-15 percent slopes on tit[ plains. This unit is. about 60 percent Alderwood gravelly sandy loam and about 25 percent urban La'nd. Included in this unit are small areas of Everett and Indianola soils on terraces and outwash plains, Kitsap soils on terraces and terrace escarpments, and Ragnar soils on outwash plains. Included areas make up about 15 percent of the total acreage. The Alderwood soil is moderately deep and is moderately weR drained. It formed in glacial titL Typically, the surface layer is very dark grayish brown gravelly sandy loam about 7 inches thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam about 23 inches thick. The lower part is olive brown very gravelly sandy loam about 5 inches thick. A weakly cemented hardpan is at a depth of about 35 inches. Depth to the hardpan ranges from 20 to 40 inches. Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it. Available water capacity is low. A seasonal perched water table is at a depth of 18 to 36 inches from January to March. Urban land consists of areas that are covered by streets, buildings, parking tots, and other structures that obscure or alter the soils so that identification is not possible. Hydrology Criteria The Washington State Wetlands Identification and Delineation Manual, 1997 edition, states that "areas which are seasonally inundated and/or saturated to the surface for a consecutive number of days greater than or equal to 12.5% of the growing season are wetlands, provided the soil and vegetation parameters are met. Areas inundated or saturated between 5 and 12.5% of the growing season in most years may or may not be wetlands. Areas saturated to the surface for less than 5% of the growing season are non -wetlands." Field indicators are used for determining whether wettand hydrology parameters are met. BOUNDARY DETERMINATION FINDINGS Wettand Areas Wetland: This forested wettand occupies the central and northwestern part of this site and extends off -site to the north and west. Vegetation in this wetiand is represented by a canopy that is dominated by red alder (Alnus rubra, Fac). Understory vegetation is comprised of salmonberry (Rubus spectabilis, Fac+), pacific water parsley (Oenanthe sarmentosa, Obt), and lady fern (Athyrium filix-femina, Fac). Critical Area Study 3 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Typical soils in this wetland have a Munsell color of very dark grey (10 YR 3/1) and a texture of sandy loam from 0 to 18 inches below the surface. Soils were saturated to the surface during our November 2004 site investigation. Non -Wetland Areas: Upland vegetation in the northern portion of this site is represented by a canopy of red alder and western hemlock (Tsuga heterophylla, FacU-). Understory vegetation is comprised of red elderberry (Sambucus racemosa, FacU, Himalayan blackberry (Rubus discolor, FacU), and sword fern (Poly�tichum munitum, FacU). The southern portion of this property is represented� by maintained lawn. Typical soils in the portions of the property mapped as non -wet have a Munsell color of dark yellowish brown (10 YR 4/4) and a texture of gravelly sandy loam from 0 to 18 inches below the surface. Soils sampled in the upland areas of the site were d ry during our November 2004 site investigation. WETLAND FUNCTIONS AND VALUES ASSESSMENT Methodology The methodology for this functions and values assessment is based on professional opinion developed through past field analyses and interpretation. This assessment pertains specifically to this site, but is typical for assessments of similar systems common to western Washington. Functions and Values Components Wetlands in western Washington perform a variety of ecosystem functions. Included among the most important functions provided by wetlands are stormwater control, water quality improvement, fish and wildlife habitat, aesthetic value, recreational opportunities, and education. The most commonly assessed functions are discussed. Assessments of these functions for the project site are provided below. Existing Conditions The on -site wetland is a portion of a Category 2 wetland that extends off -site to the north, south and west, and is associated with an intermittent Category 3 stream. This wetland stores water during periods of high precipitation and releases it during times of low flow, helping to maintain consistent stream flows. This wetland also serves to filter runoff from 921 Avenue W, thus i * mproving water quality. Because this wetland is adjacent to and contiguous with Hutt Park in the west, it adds to valuable open space and provides habitat for a variety of wildlife. Functions and value of this wetLand are limited by its small size, proximity to developed areas, and the presence of trash in the wetland and buffer in the northern portion of this property. Overall, this wetland provides a moderate level of functions and values. Critical Area Study 4 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 WILDLIFE During our site investigation several species of birds were noted: American robin (Turdus migratorius), black -capped chickadee (Poecile atricapillus), dark -eyed junco (Junco hyemalis), song sparrow (Melospiza melodia), steller's jay (Cyanocitta stelleri), and winter wren (Troglodytes trogiodytes). USE OF THIS REPORT This Critical Area Study is supplied to the City of Edmonds as a means of describing jurisdictional wettan - d conditions, as required by the City of Edmonds during the permitting process. This report is based largely on readily observable conditions and to a lesser extent, on readily ascertainable conditions. No attempt has been made to determine hidden or concealed conditions. Reports may be adversely affected due to the physical condition of the site and the difficulty of access which may lead to observation or probing difficulties. The taws applicable to wetlands are subject to varying interpretations and may be. changed at any time by the courts or legislative bodies. This report is intended to provide information deemed relevant in the applicant's attempt to comply with the laws now in effect. The work for this report has conformed to the standard of care employed by wettand ecologists. No other representation or warranty is made concerning the work or this report and any implied representation or warranty is disclaimed. Wetland Resources, Inc. Jamie Kelly Associate Wettand Ecologist Louis Emenhiser Senior Wetland Ecologist Critical Area Study 5 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 REFERENCES City of Edmonds Code Chapter 20.1513 Critical Areas. Classification of Wetlands and Deepwater Habitats of the United States. FWS/OBS- 79/31. December 1979. U.S. Department of the Interior, Fish and Wildlife Service. Washington, D.C. Corps of Eng gineers Wetlands Delineation Manual, 1987. Technical Report Y-87-1. Environmental Laboratory. U.S. Army Engineer Waterway Experiment Station. Vicksburg, MS. Soil Survey of Snohomish County Area Washington United States Department of Agriculture, Soil Conservation Service (1978). National List of Plant Species that Occur in Wetlands, Northwest Region. 1996. U.S. Department of the Interior, Fish and Wildlife Service. Washington, D.C. Washington State Wetlands Identification and Delineation Manual. Washington State Department of Ecology. Publication #96-94. March 1997. Critical Area Study 6 City of Edmonds - Pruitt Property WRI Project #04386 January 5, 2005 Field Data Pruitt - Edmonds - WRI# 04386 Investigation Date: November 18, 2004 Pit Depth Texture Color Moisture Species % Status Strata S1 0-18" Sandy Loam 10YR 3/1 sat Alnus rubra 50 Fac Tree Wetland at surface Rubus spectabilis 40 Fac+ Shrub Oenanthe sarmentosa 60 Fac-Obt Herb Athyrium filix-femina 20 Fac Herb Conclusion: Wettand - Parameters for hydrophytic vegetation, hydric soils, and wetland hydrology are met. S2 0-18" Sandy Loam 10YR 4/4 dry Alnus rubra 50 Fac Tree Upland at 8" Tsuga heterophylla 40 FacU- Tree Sambucus racemosa 30 FacU Shrub Rubus discolor 60 FacU Shrub Polystichum munitum 20 FacU Herb Conclusion: Upland - Parameters for hydrophytic vegetation, hydric soils, and wettand hydrology are not met. Critical Area Study City of Edmonds - Pruitt Property WRI Project #04386 7 January 5, 2005 CRITICAL AREA STUDY PRUITTI CA-04-115 PORTION OF SECTION 13, TOWNSHIP 27N, RANGE 3, W.M. WIETLAND DATA SITES WETLAND BUFFER CATEGORY' STREAM WETL SCALE: 1 40' 0 40 80 We6adgesomm, life, C wineation / hiftleation / Restoration / Habitat Creation / Pennit Assistance 9505 19th Avenue S.E. Suite 106 Everett,Washington 98208 Phone: (425) 337-3174 Fax: (425) 337-3045 Email: maitbox@wettandresources.com a , I , 185TH PLACE S.W. GORY 2 -LAND I DITCH - BANK 12" STORM DRAIN (APPROX.) EXISTING HOUSE 186TH PLACE S.W. CRITICAL AREA STUDY PRUITTI CA-04-115 EDMONDS, WASHINGTON City of Edmonds Sheet I/ I Attn. Meg Gruwelt WRI Job #04386 121 5th Ave. N Drawn by: J. KELLY Edmonds, WA 98020 Date: 12/14/2004 i Z U �4 0 Z 0 W V) 0 Permit No. _-q (0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Issue Date RIGHT - OF - WAY CONSTRUCTION PERMIT A. *Add ress,or.,vici nity, of � Cons tru cti on Z 'AJD -LZ - 14 V 0 Owner: 4. al 77- Name Mailing Address City, S ta te, Zip Code 0 Contractor: - Name - Z/0/s- 1-,Xhl�z, �1!2 Mailing Address &I L,-" cI /V/V. �V/q City, / -�tate, Zip Code 0 Permit Issued To: S�A/o - L/-'( 7. 7.1a. p / Type of Work to be Done: 4t�enM P, U) • Work in Connection With: 11 Sub or Plat 9 Single Family 11 Comml. / Ind. 0 Apt. Condo. • Pavement Cut: 0 Yes X No State License Number -7 7 �P— — Z // 7 Telephone Number * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit I Signature: be available at the job site for inspection purposes at all times. ate �-, - Z0 — op / Owner or Agent THIS PERMIT MUST BE POSTED AT THEJOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Permit Fee: (D C-) Time Authorized: Vo after \2 Q —dayp I ,aC,f-.N15?curity Deposit: Special Conditions: , pt No.: ?,I Z, 111 Fee: Ammendments: . SqpetsCut Dimensions X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * 0 40 FIL 01-7 OF COMONDS, Elm- DIPL wORK- q7 ADDRESS- OWNER-M-f rA fs APPRO-L BY KEEP TH "-D OR J PLANS ON ALL ET SHEET I - , 71- i�! T rN, 0 OF —BUIL-b-INL,_1_,i,1;U,.1IT RE.VIE.W Multiple A J Commercial BUILDING ADDRESS (0 c_),J,yV BLDG. DEPT. SUSPENSE DATE INITIAL OF ICE ADMIN. PUBLIC WORKS LOG IN 1031"CITY ENGINEER (check) El -Access Slope and Vehicle Access Uj 13 Drainage Plan 0Street File []Legal Descripti6T� Uj E]Quit Claim Uj DEasement MCalc�jlate �SeT,4er. Connection :�AT ER/SE WER DIVISION El Deiermin'&Me ter Size omp C let6 'Building �ermit Review STREET DIVISION Momplete`� Building Permit Review DATE - t,- - /', - a.) �/ 7171 ��_JOFFICE ADMIN. LOG OUT TO BLDG-.-' DEPT. ------------------------------------------------------------------------- E)-_B__UILDING PERMIT APPLICATION (COMPLETE). 2 COPIES OF SITE PLAN 2 COPIES OF FIRE PROTECTION PLAN "I (PREVIOUSLY REVIEWED BY FIRE DEPT.) "3 COPIES OF DRAINAGE PLAN 14ITH CALC'nATIONS REQUIRED BY SUBDIVISION GREATER THAN 2,000 SQ. FT. IMPERMEABLE SURFACE El LESS THAN 2,000 So. FT. [] CHECK ZONING REQUIREMENTS (SETBACKS) 1 COPY OF ENGINEERI14G CHECK LIST 'Di COPY OF PUBLIC WORKS MEMO MULTIPLE OR COMMERCIAL YES (ATrACH!COPY OF ADB APPROVAL INCL. ALL DP,*TINGS) N 0 SUBDIVISION — YES NAME. DATED RECORDZU NUMBER NO (ATrAcH copy OF REQUIRF3,U=) El CHECK SEWER DRAWING AND ATTACH COPY IS DEDICATION. REQUIRED — YES[] (OBTAIN QUIT CLAITO ( CITY CODE Z214 olzl NO 0 DOES CITY HAVE EASEMENT ON PROP ERTY YES (A-T,:.r-A�cH-:-cop-i�E-s-.�O'F:�zD�I)RAt�'ING§-,) NO OCHECK LEGAL ACCESS INGRESSE] UTILITIESE]'-" YES YES'E].-.- k7l NO NO.-, HAS SEWER ASSESSMENT BEEN PAID YES L.I.D. NO. PLAT NO. NO -IF MULTIPLE: INCLUDE NUMBER OF UNITS IF COMMERCIAL: INCLUDE NUMBER OF FIXTURE/UNITS A USE PERM11-1 CITY OF EDMONDS ZONE E R BUILDING PERMIT APPLICATION JOB ADDRESS ,.FNAME (OR NAME OF BUSINESS) � (t) /0 qg LEGAL DESCRIPTION SUBDIVISION SHORT SUB NO, it W MAICI—NGADDRESS Z z_7`7 0 CITY TELEPHONE NUMBE — S; .i;, 0,4, I'_ W ADDRESS t I U 0: CITY TELEPHONE NUMBER -C I I NAME 0 ADDRESS" I- U It I__?3A11 1511� M CITY TELEPHONE NUMBER I'_ Z 0 U STATE LICENSE NUMBER CITY LICENSE NUMBER Legal Description of Property (Show Below or Attach Four Copies) . Z�, - e_1 — — __ /-") — Z 0 i U L4 W 0 J W PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP 0 EXISTING Z cr PROPOSED W DEFICIENCY OF RIGHT OF WAY Z CHECKED BY 6 Z", SEE ENGINEERING MEMO DATED I Z W 1 y REMARKS 7-; §IZE 113UILDING SUPPLY SIZE FIXTURE UNITS REMARKS SIGN AREA ALLOWED PROPOSED VARIANCE OF? CU YARDS 2-15 FRONT REMARKS F21 NEW RESIDENTIAL F-1 PLUMBING 11:1 CHECKED By V-11 NON-RESIDENTIAL MECHANICAL 1TV ADD F1 F] DEMOLISH SIGN F] SPECIAL INSPECTOR REQUIRED ALTER F EXCAVATE OR FILL FENCE 1:1 (_ X_FTJ El YES 0 N 0 REMARKS REPAIR 1:1 PRE-MOVECINSP./P. swim COMPLIAN E INS POOL NUI�BER OF STORIES UMBER OF DWELLING UNITS NATUREOFWORKTO BE DONE (ATTACH PLOT PLAN) U W cc PLAN CHECK FEE BUILDING PLUMBING MECHANICAL ENV. REVIEW ADS NO. COMPLETE EXEMPT SHORELI&E—i FP L AZN G EVIEW BY A DATE ILOT COVERAGE SIDE R E A R1 35 t%7 PE OF CONSTRUCTION I CODE IHEIGHT AREA JOCCUPANCY This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs,.sidawal ks, driveways, FENCE . marquees, etc.) will require separate permission. SIGN Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 120 Days RETAINING WALL In "Applicant. on behalf of his or her SpOWSC, heirs, assigns and Ln SWIMMING POOL W successors in interest, agrees to indemnify, defend and hold harmless _j 7. the City of Edmonds, Washington, its officials, employees, and It agents from any and all claims for damages of whatever natu re, I arising directly or indirectly from the issuance of this permit. 11s0_ a ance of this permit shall not be deemed to modify, waive or reduce TOTAL AMOUNT DUE -I any requirement of any city ordinance nor limit in any way the 0 I City's ability to enforce any ordinance provision." ATTENTION I hereby acknowledge thit I have read this application; that the in- formation given is correct; and that I am the owner, or the duly author- THIS PERMIT ized agent of the owner. I agree to comply with city and state laws regu- AUTHORIZES lating construction; and in doing the work authorized thereby, no person ONLY THE will be employed in violation of the Labor Code of the State of Washington WORK NOTED relating to Workmen's Compensation Insurance. SIGNATURE (OWNER OR AGENT) DATE SIGNED INSPE TION DEPARTMENT AD :�OX-Or/ I CITY OF _J__j �, EDMONDS THIS SITE IS LOCATED IN THE CITY 775-2525 OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR APR 7 RECo A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 304, 306. 102-78 VALUATION I FEE OCCUPANT LOAD APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his Deputy; and fees are paid, and receipt is acknowledged in space pro- vided. DIRECTOR'S SIGNATURE ORIGINAL -- File YELLOW — Inspector PINK — Owner GOLD — Assessor M W 3: a Z i Z IL 13 Z a _j 3 M - PUBLIC wor<KS DEPARTMENr CHECKLIST I (address) (date) Street Right -of -Way ExistUT,..&O REQD� Z Access Easements Existing Od -REQ� 55. 5;,r 7 Utility Easen-ent Existing W Lot Per Subdivision - Plat Assessor Map J�4. /3 W Site Plan Checked for Accuracy Z Underground Wiring Reqd. U Check Accuracy of Legal Description Z Review by_ Z//,,- 41-1z� Date 14, Existing Water Main Size_ Water Main Required NIA Service Line Required Hydrant Size Existing cl� Hydrant Reqd Per Fire Code Size Detector Check Meter Reqd. X"At Cross Connection Inspection Fire Departffent Comiients Tdater Yeter Charge Reqd. Review by Date 61 Septic Tank Design Approved A-11�/, Date Septic Tank Pern-Lit Reqd. A, Permit No. Sanitary Sewer Availability / -/61proi Drawing No. /-/ 0 File No. Side Sewer Availabili Sanitary Sewer Connection Fee'Reqd. Review b y Date Open Ditch Existing ____Reqd. Culvert Reqd. %.- 0� Catch Basin Reqd. "*4�-�dicate an Site Plan 0 .;V UV,�-- Shoulder drainage maintain collection on swale open runoff P 464114Z,�,Z�' , ;edt -I- - -W-101z" - �bnhole '-�reqd. dl�ll Indicate an Site Plan Soil Conditions and Ground Water Field Checked Review bY--4Z-:-:,2- Date Revised: lvlO-1977 Page 2 Street Paving Reqd. Curb and Gutter Reqd. Sidewalk Reqd. Curb Cut*for Driveway Reqd. Right -of -Way Construction Permit Reqd. Bond Reqd. for Public In-pravements__Z Street Narm Sign Reqd. Other Signing Reqd. Pre Permit Site Inspection made on z 0 BY: SE14ER W WATER STREET �-4 IL4 ENGINEERING 0 P., A4 Special Requiremnts listed in mem to Conminity Developmnt Deparmmt, Building Division BY All iterns filled in an Building Permit Application BY Drawing,s Stanped and Notations Made BY Approved by Public Works Department Date Date Date Revised: lv 10-1977 0 DATE: MEMO TO: Building Division Community DevelopmenL DeparLmeril* FROM: Engineering Division Public Works Department SUBJECT: aq 't, I,,;,/ I ':�WN After revi'ew of the subject Building Permit application, we have the following comments: 1. Connection to City water systen required. 2. -Connection to Citv sanitary sewer system required. 3. Right-of-way Permit required for any work on Ci_�_y property. 4. Driveway slope noc to exceed 1.6%. 5. Backwater valve required if plllmbinj� is below elevation of uustream manhole. 6. Water and sewer lines to he separated by 10 foot minimum. 'I. Signature , & S L) Y Fok STREET FILE Le LAP Co. ,POAZIr/O�V 0,- 7-,R, 41 4DMWAS SEAYIEtV 7WS. ,Cet,3Tlaj?- �-%kjE LOCArT-100 OC7 VJ. COOTrZO�- FrOrZ. Nt-rLO tA-C)USe" -rQ 50 30 Tr TR eve Al 99 0 UNAL -/6 ke. At 9s-67 RIWDOM PK. P C AI 0 P/Ae �C'OUAAD - F�K: Rmbom PK Ov I&. --o I-::- I D I Vi 3-� F, NrD. 1. P 40 QO 1& 7 7;# —,er �5- W. —FAJD- Hue P47r-* CALOAZW&r�Y 0 A-CSOC, IAIO-. I �op- ou. les*ry -S6A-7r,L6,, WA, .54a -2 / Rig DC S. 1-3 pie) - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIST[012��'EET FILE A. *Address or vicinity of Construction Owner: Name Mailing Address City, S ta te, Zip Code Permit No. Issue Date 9 Permit Issued To: 9 Type of Work to be Done: • Work in Connection With: El Sub or Plat R Single Family 11 Comml. / Ind. El Apt. Condo. • Pavement Cut: El Yes J� No State License Number Z 1� City, �tate, Zip Code Telephone Number U ::i a� 0. NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE el B. APPLICANT TO READ AND SIGN INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit. U Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. 0 1-1 Z �D U 0 I , e Contractor: Name Mailing Address Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call 775-2525, extension 220. I understand that this permit must be available at the Job site for inspection purposes at all times. Signature: ate Ownjr or' Agent THIS PERMIT MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES CALL DIAL - DIG PRIOR TO BEGINNING WORK C. Issued By: Time Authorized: Void after days Special Conditions: Ammendments: Permit Fee: Security Deposit: Receipt No.: Fund ill Fee: Street Cut Dimensions X * * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * * Eng. Div. December 1978 FIELD INSPECTION NOTES (Fund "I f, --- - - 4-- - . Diagram: Contractor called for inspection- Yp.s NO Work Disapproved By: Date: By: Date: Work Approved By: D a t e /J;-/ Inspector: Encr. Div. December -197P 1018 REV 12179 PUBLIC Ulf L ITY:: DISTRICT No 1.0f -Snoho Co u I"! -A Z� L-OC AT r() N;w ��Dktf 0 NO �R 0. 44 RE Y! 5 ION - U. G, f 11 E�,.�N T, REASON .014 StA L 9 IT -0, PERMI T,',lRt0UJ REIP;- 4 MEtlLT - DiREt iRIM�ING- �"ll,'.:OW;kTiR N TYFE'�- ul" OT.-EXEMPT iAlL DIG SEWER ITEM �j PAffA OPUD LOCATOR 0qAS DATE ,GRANT ED�r-,-,�, Nb: " " -�KV "VATERf LEASE Q,:.,: Ag-BACK HOE FT Ph? k 70 �IACTS'7, t . Potf,,SnNcitm�G--,� RE -,CKT TYPE. 'P *vrT G Nw NET tK T. FROM TO F ATE D -CATV 'NO: IAKE'OFF'POLE [-AM LINT S . OS�Ttb G. E.. C� E. SUBSTATION + �CIRCLJIT NO.: TRAN U-MAPS',! CIRC.;' [?�,TE-W�RK�COrji4tl,46 -FOREMAN -901f DEPT! BY ..... ....... ...... . -DATE - PRINTED - 'X" - NJ 7 DISPATCHER POSTED P M Typ DATE Type MAPPAGE W.O. NO- CITY OF EDMON I DS FOR INSPECTION CALL PUBLIC WORKS DEPA & Permit ill" 4, RTM 775-2525 Ext. 220 Issue Date SEWER PERMIT PERMIT MUST BE POSTED ON JOB SITE Mtruc 1 Address o 77o s077717n In - -17- 1P k) iz- "; Lk LU 2. Pr . operty Legal Description (include all. eas-ements) —i 6LK OW- n-�,Z C 133 f-r v F !-_,0Ltry k;D rt 0 r- T;eO,:T 090w= LjL 3. Single Family Residence K Multi -Family No. of Units Commercial 4. (Owner,)and/or Builder A t4 , T-r- 5. Contractor & License No. f 6. Invasion into City Right -of -Way No - j,/ Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation) . &1 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FOLTOWI,.NG AND SIGN: 91� a. Property owners must obtain a permit to install side sewers on �H their property. A licensed side sewer contractor must be employed to construct side sewers in the public' right-of-way. b. T W he�lside,sewer contractor assumes full reponsibility for each installation for one year. C. Commercial e�;-Cablishment requires a minimum of a six inch (6") P4 z side sewer line. 0 d. Side sewers may not be installed closer than thirty inches (30") to any structure. 0 e. Side sewer lines must be laid at a minimum grade, of 2% (1.15 0 and maximum grade of 100% (450). 0 f. No turn in side sSwer greater than 45 (1/8ibend)% is 0 allowed between cleanout. All 90 turns must be constructed of'a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. % h. Pea gravel' is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE: /X-S /6 g, I cbrtify that I havd-read and shall comply with the above PERMIT FEE: .1-S, DISAPPROVED BY: Date: F4 'jo Vol" e- By: Date: CONNECTI-ON—FEE: APPROVED By 71 o PERMIT MUST BE POSTED ON JOB SITE The City of Edmonds Side Sewer Drawing 4E EASEMENT NO . ...................... ..................... NEW CONSTRUCTION REPAIRS LID NO. ........ . ASMT. NO . .................. OWNER ---- ...... ............................................................. CONTRACTOR ----- 0-WAR, V' 90 .......................................................... PERMIT NO. 4�7, .. ...... JOB ADDRESS ...... 4 9 -01 ---- - ---- 92 ... W. ............. LEGAL DESCRIPTION: LOT NO. ... 4 ......... ......................... BLOCK NO. --- 4.1 -------------- 7 .................................................................................................................................................... NAME OF ADDITION ..................... .......... .......... ................................ 0 PWV.V-OWI-1 1175 (REV. 11178) Approved: AD DATE I!e rl�? ....................... 451) *9 CITY OF EDMONDS PUBLIC WORKS DEPART* FOR INSPECTION CALL Permit N? 99 0 775-2525 Ext. 220 Issue Date SIDE SEWER PERMIT 2. C\j 3 CC) Cj C14 zt E-1 0 0 UW 0 P4 * PEP -MIT MUST BE POSTED ON JOB SITE * - Aw '3777 AwAwAw Address of Construction Property Legal Description (include all, easements) 9j5A VIEW TRAC75 BLK Mo- n-07- e133 rT 0 F S 0,4 re I �;D ft 0 r' T)EACE hr I Single Family Residence K Multi -Family No. of Units Commercial (��>nd/or Builder e"-ineic Av'%>zwtTT- Contractor & License No. Invasion into City Right -of -Way: No_yl_ Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation) . 7. Cross other private property: Yes No �< Easem(*LLr4fuHNRS I'," attach legal description and county easement numbetEFORE YOU DIG READ THE FOLLOWING AND SIGN: 562-6478! a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. c. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade. of 2% (1.150) and maximum grade of 100% (450). 0 f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is require d for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and atminimum intervals of 100' along sewer 'line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.- Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATEt /is ?,- I d-ertify thdt I havd�read and shall comply With the above PERMIT F:PE: ?-S, —00— DISAPPROVED BY: Date: Trunk V1ay-q1.e__ QP— By: Date: APPROVED By: Date: PERMIT MUST BE POSTED ON JOB SITE NOTICE: No..Wa r-ra nY a-ttached formation shown on the The Jn map(s) was compiled for use by the CitY Of Edmonds/ its Employees and Consultants. Th,..e City of 'Edm.onds does. not. warrant the n these accuracy of anything set for.th o . - rnap(s�. Any person or entity -requesting a copy should conduct an independent inquiry regarding the info'rmation shown- or _.__th� -rnap(s), including, but not limited to, -er stub shown. Suc the lociation of any sew ewer stubs may or may- not exist and may S or may not exist at the location shown. ts Neitheir the City of Edmonds nor i empto-yee-s o-r office-rs -sh-al-I be 11a-b-lie for the information given on this map(5), nor for ion provided based any one representa.t* upon said map(s). R C V E T-D City of Edmonds CT 2 9 FJGHT-OF-WAY CONSTRUCTION ERMIT GINEERINC-L—. Permit Number: r S TREET Me Issue Date: t C) 91 A. Address or Vicinity of Construction: 18610 92 Avenue West B. Type of Work (be specific): Install New Servitet, 9 0 191) C. Contractor: Washington Natural Gas Company Mailing Address: 815 Mercer Street, StateLicense#: Seattle, WA 98111 D. Building Permit # (if applicable): Contact: Gary Swanson Phone: 224-2080 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. n Commercial El Subdivision El City Project R] Utility (PUD, GTE, WNG, CABLE, WATER) F] Multi-Fan-ffly n Single Family Other INSPECTOR: INSPECTOR: \AJ A F. Pavement or Concrete Cut M Yes [7]No'(l') G. size of cut: 2 x 4 H. Charee $ @ Gas APPLICANT TO READ AND SIGN t'I, I I I INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from injuries, damages, or 4" --� claims of any Aind or description whatsoever, foreseen or unfforeen, i t,ay� piade agaiQ'the_tbt)�qfidhionds, or any of its departments or employ- ees, including or not limited to the defense of any legal proceedings incl' i efense costs, and att fi by reason of granting this permit. id 21 o ey ees THE CONTRA CTOR IS RESPONSIBLE FOR WORKMANSHIP A AD kALS FOR A FJUYE,4R FOLLOWING THE FINAL INSPEC77ON AN1) ACCEPTANCE OF THE WORK ES77MA 7ED RESTORA 77ON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY CI7Y FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSiD.'i0k"ISSUANCE'TO 7MEAPPL'IC'ANT.. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202. Work is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all timesfor inspection purposes. Signature: d4 4 to a a .4 o Date: October 16, 1991 CALL DIA1,A-DIG PRIOR TO BEGINNING WORK voR r itv I iw. nmx NO WORK IN PRIOR I Engrg. Div. 1991 FIELD INSPECTION NOTES Comments: Diagram: (Fund I I I - Route copy to Street Dept.) , I CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved BY: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 Washington- NaturalGas� AVvbgv-jton C-q-V WN 4�1 Wa un Addendum to City of Edmonds Right of Way Permit Application Submitted by: Kerry Walsh Engineering Aide Washington Natural Gas 622-6767 x2761 Z- pager 995-6914 iydrant 815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767