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951 VIEWMOOR PL.PDF1111111111111114542I 951 VIEWMOOR PL DRAINAGE SUMMARY FOR: Einar Pederson CGE Project No. 01098.20 August 15, 2001 I EXPIRES I IMo2-- F/M BY: eUILDING DEPT 4= � ENGINEERING 250 4thAvenueSouth, Suite 200 EDMONDS, WASHINGTON 98020 (4 25) 778 - 8500 PROJECT OVERVIEW AND EXISTING CONDITIONS The proposed project site is located in Edmonds, Washington, Township 27 North, Range 3 East, Section 24, W.M. It is located on a corner lot at the intersection of Viewmoor Place and 10th Avenue North. The site is currently undeveloped. The surrounding development is residential.' Existing vegetation is grass landscaping. The site consists of a single basin that slopes northerly at approximately 5.40 percent. The site soils are an Alderwood series. Minimal offsite runoff sheet flows onto the subject site from neighboring yard landscaping. No defined drainage channels were observed entering the site from an upstream basin. The subject site is proposing minor grading for easier site maintenance and for future development and to address the drainage complaints of excess runoff from the north lot.. An interceptor trench with a berm is proposed in the 10 -foot drainage easement at the north property line. The interceptor trench is intended to collect sheet runoff from the site and convey it to the existing catch basin in 10th Avenue North. The interceptor trench will be lined with plastic on the north side to prevent the runoff from seeping through and continuing to flood the north lot. The berm serves as a factor of safety or emergency overflow for high intensity storms. The site grading is balanced, so import and export are not expected. A culvert is proposed at the west end of the interceptor trench with the intention of collecting runoff from the west neighboring lot. Collected runoff will be conveyed to its historical drainage path into the existing culvert located in the northeast vicinity of the site. The culvert collects the site runoff and discharges it into the existing catch basin in 10th Avenue North. Therefore, the site runoff from the proposed interceptor trench will not adversely impact the downstream conveyance system in 10th Avenue North. LA;V.NNV-1)1t1AIL MPOKN1A11UN POrm I I rage i ui i STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Boz 44000 Olympia, WA 98504=4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter. None Registration# or License GOLDDTE992C2 Name GOLDDIGGERS TRKNG & EXVTNG INC Address 5130139TH AVE SE Address City SNOHOMISH State WA Zip 98290 Phone Number 3605688702 Effective Date 2/22/01 Expiration Date 2/22/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code EXCAVATION/GRADING Other Specialties FIRE PROTECT SYSTEM UBI Number 602021903 * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* " * * *VIEW CONTRACTOR BOND/SAVINGS INFORMATION * " *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L&I Construction Compliance Home Page https://wws2.wa.gov/lni/bbip/TF2Form.asp?license=GOLDDTE992C2 10/09/01 DRAINAGE SUMMARY FOR: Einar Pederson CGE Project No. 01098.20 August 15, 2001 I EXPIRES 1 1MCZ-- YPE3 BY: 17 BUll GING OEP7i, 4= - 4 M-7 0 - ENGINEERING C' . 250 4thAvenueSouth, Suite 200 EDMONDS, WASHINGTON 98020 (425) 778 - 8500 110 PROJECT OVERVIEW AND EXISTING CONDITIONS The proposed project site is located in Edmonds, Washington, Township 27 North, Range 3 East, Section 24, W.M. It is located on a corner lot at the intersection of Viewmoor Place and 10`h Avenue North. The site is currently undeveloped. The surrounding development is residential. Existing vegetation is grass landscaping. The site consists of a single basin that slopes northerly at approximately 5.40 percent. The site soils are an Alderwood series. Minimal offsite . runoff sheet flows onto the subject site from neighboring yard landscaping. No defined drainage channels were observed entering the site from an upstream basin. The subject site is proposing minor grading for easier site maintenance and for future development and to address the drainage complaints of excess runoff from the north lot. An interceptor trench with a berm is proposed in the 10 -foot drainage easement at the north property line. The interceptor trench is intended to collect sheet runoff from the site and convey it to the existing catch basin in 10th Avenue North. The interceptor trench will be lined with plastic on the north side to prevent the runoff from seeping through and continuing to flood the north lot. The berm serves as a factor of safety or emergency overflow for high intensity storms. The site grading is balanced, so import and export are not expected. A culvert is proposed at the west end of the interceptor trench with the intention of collecting runoff from the west neighboring lot. Collected runoff will be conveyed to its historical drainage path into the existing culvert located in the northeast vicinity of the site. The culvert collects the site runoff and discharges it into the existing catch basin in 10th Avenue North. Therefore, the site runoff from the proposed interceptor trench will not adversely impact the downstream conveyance system in 10`h Avenue North. L1( EME UltI A1L 1Nf1V MA11VN roan rage i cr i STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Bog 44000 Olympia, WA 98504-4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License GOLDDTE992C2 Name GOLDDIGGERS TRKNG & EXVTNG INC Address 5130 139TH AVE SE Address City SNOHOMISH State WA Zip 98290 Phone Number 3605688702 Effective Date 2/22/01 Expiration Date 2/22/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code EXCAVATION/GRADING Other Specialties FIRE PROTECT SYSTEM UBI Number 602021903 * * *VIEW PRINCIPAL OWNERlS} FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND/SAVINGS INFORMATION * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAMEMBER , NU, UBI NUMBER or return to the L&I Construction Compliance Home Page https://wws2.wa.gov/lnilbbip/T'F2Form.asp?license=GOLDDTE992C2 10/09/01 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 Critical Areas File #: Critical Areas Checklist Fee: $45.00 Date Received by Dev. Serv. Dept: City Receipt No: s Date Mailed to Applicant: CRITICAL AREAS CHECKLIST 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 a development permit 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). An applicant, or his/her 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 assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). PLEASE PRINT CLEARLY Owner/Applicant: e1Ng2 -0, PEQE(Z5C" Name q3(3 U)F-uWoc< &1 Iur Street Address EOmuNOS , * VJA Q?)UZ U City State Zip L47S T71 -gbSt Tel hone f/ Signature 6 �Z9 �oo Date dseception jana/CACLHandout.doc Applicant Representative: Name Street Address City State Zip Telephone Signature Date Revised 4/1 QMW CA FILE NO.O Critical Areas Checklist --------------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: q5) - qb l V 1 uuNwo K- PL 2. Property Tax Account Number:G- 3. Sy$y - 000 -0051-!003 sygq-000 -00'/- it0 2 Approximate Site Size (acres or square feet): Z oUp 4. Is this site currently developed? yes; , X no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. — X Flat: less than 5 -feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10 -feet over a horizontal distance of 66 -feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of l0 -feet over a horizontal distance of 33 to 66 -feet). 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: 0 ; Approx. Depth: 7. Site contains areas of seasonal standing water: 3 LO f 10 YO ; Approx. Depth: Z " What season(s) of the year? 132f.. J -AN 67e13 8. Site is in the floodway floodplain Y- of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? ✓ (What time of year? btc JMv F- ). 10. Site is primarily: forested : meadow X : shrubs : mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: , Date: To: From: Subject: MEMORANDUM September 27, 2001 File CA -00-103 and CA -00-104 Star Campbell, Planning Division c)01 STUDY COMPLETE A Critical Areas Determination of Study Required had been made for 951 and 961 Viewmoore PI. on July 27, 2000. It has since been determined that the wetland is less than 2,500 square feet in total area. Wetlands less than 2,500 square feet are not regulation by the Critical Areas chapter of the Edmonds Community Development Code pursuant to the definition of wetland in Chapter 20.15B0020(TT). The Critical Areas determination has been changed to STUDY COMPLETE. City of Edmonds c -a Planning Division - y 0 - I , CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: ItOliT6V( kE'IIUWiMAN�Ekl)fn(Aa p9t,�pp • Engineering August 29, 1991 Mr. Osterhaug 1008 9th Avenue N. Edmonds, WA 98020 RE: Address Change LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR STREL f FILE In response to your phone call, and after further discussion with the Fire Department, it has been decided to change the addresses that were recently changed to 1009, 1011, 1015 and 1019 Viewmoor Place to 11900" addresses. Therefore: 1009 changed to 931 Viewmoor Place (previously 1008 9th Avenue N.) 1011 it " 941 Viewmoor Place 1015 It " 951 Viewmoor Place 1019 961 Viewmoor Place Please disregard the previous correspondence of August 19, 1991. The City will notify all applicable City Departments of this change. It will be your responsibility to notify all others, including the Post Office. Thank you, Sharon Nolan Permit Coordinator cc Fire & Police Street Files Address Files Public Works Utility Billing • Incorporated August 11, 1890 e Sister Cities International — Hekinan, Japan l !/! i City of Edmonds" Permit No: � RIGHT—OF—WAY CONSTRUCTION PERMIT issue Date:r A. Address or Vicinity of Construction: "/��1 !/� t?�+%id�►'` ! /. y�'� t B. Type of Work (be specific): /f.� Aa/ A//r'ii+ � z� kEA_i �,!%`0 C. Contractor: Contact sdy7 ,n4eZ9. 7e MailingAddres:��+© %�o� . Phone State License #: t �� LiabilityiInsurance: - Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project [ ( EUC (PUD, VERIZON, PSE, AT& T, OVWD) ❑ Multi -Family. ❑ Single Family ❑. Other INSPECTOR: F. PAVEMENT CUT: ❑ YES t2MO G. SIZE OF CUT X CONCRETE CUT:' ❑ YES KNO INDEMNITY Applicant understands by hisfher signature to this application helshe holds, the City sof Edmonds harmless from 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 its departments "or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason ofgranting thit, permit. . THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO :THE APPLICANT. q ♦ Traffic control and public safety shall be in accordance with Cityregulations as required by the City Engineer. Every flagger must be trained as required by .(WAC) .296-155-305 and must have certification verifying completion of the required training in their possession.. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt.or City - approved material prior to the end of the workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNA G WORK' x I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE. THAT I,MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS S1gna1u're., c Date: t"1 """"""(Contractor or Agent) i G x CITY ONLY; �U� -�; Approved b RJ -of-way Fee - Approved .Time Authorized: Void After l t t7 1 0*2- "Disruption"FeelFund III: Special Conditions: t21,( ioAl1Mdb D,0,Stn/Rrfi.E Restoration Fee: , a STF✓7l 1Al dgjW. I-tL7 T -Rice- teAr)Uk&aTotatFee: % 5~'efiG► -M RF_M, 1AJ '1A/,,LAr'F -Receipt No: 5+ INSPRCT'1,fd- F_�11J �. ` ' Issued by: s 57 G Ott UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL t INSPECTION IS REQUIRED PEkC.HAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT-CODE,,Pho9e 4295,-7.71-0220, Ext. 1326 "FINAL APPROVAL OF PERMITTED WORK (�� T �/tM�'tf/� DATE: s In ppeetor's Signature . For inspection requirements se'uEngineering Inspection Information handout:- NO WOIZK SHALL BEGIN PIZI(WTO PERMIT ISSUANCE r, D:WyDocuments%Fo,ms\Engnmg\R0Wptt it .da - .y HWo NV]d 30VNIVd(I ONV ONIMO wOSK Vs fir, VM 'SGNONO3 qlz g a 30VId WONM31A L96 V 196 NOS8303d �IVN13 UJ c) Ujo- C) w 0 wo 0 2i z Z 060 mommmmm T— :2 wLO 0 o) W m m It win .-A gig RUN WMM nen -A, Wlh� i H. P1 I I Mog u iq� IVA-- I �H 11 ON! H mg 6 uh PRO WNM MMISIM g�g K .1kh 401WOR gR -1 -19 ji �Hrt,!� I , N ;, ! K HE -pgmq,i�" RI. 0115!41�Rw F M 1� 4 P 1 ilii i INN MR! 6 rp ffj.4§m� 2, g MORNH A It MI -61111. -.01P. a HINIHM ON H A 'I I � .V INN W �W 9, ngi X- il flSg� R=,tg gig I g :111i0f -IV 1 A -- - - NMI 1,; �;! ; W q wg I W A RN M91 b, � ID 41 b, �