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BLD20110187.pdfOV E D,y7o� �4c. 1-01 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 1890 PHONE: (425) 771-0220 - FAX: (425) 771-0221 Expiration Date: Parcel No: 00373600500104 CITY OF EDMONDS CITY OF EDMONDS KAMINS CONSTRUCTION 250 5TH AVENUE N ED SIBREL 19315 ROSS ROAD EDMONDS, WA 98020- 121 5TH AVE N BOTHELL, WA 98011 EDMONDS, WA 98020- ( ) - Ext. ( ) - Ext. ( ) - EXT: LICENSE #: KAMINC'928LD EXP:6/4/2012 JOB DESCRIPTION GRADING FOR CONSTRUCTION OF EMERGENCY ACCESS ROAD. �"ED VALUATION: $378,000.00 COMPLE45 PERMIT TYPE: Commercial PERMIT GROUP: 28 - Fill/Grade/Excavate GRADING: Y CYDS: 911 TYPE OF CONSTRUCTION: RETAINING WALL ROCKERY: N OCCUPANT GROUP: OCCUPANT LOAD: FENCE: N 0 X 0 FT. CODE: 09 OTHER: N ----- OTHER DESC: ZONE: RS -8 NUMBER OF STORIES: 0 VESTED DATE: NUMBER OF DWELLING UNITS: 0 LOT #: BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0 FRONTSETBACK SIDE SETBACK REAR SETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: I REQUIRED: PROPOSED: HEIGHT ALLOWED.0 PROPOSED:O I REQUIRED: PROPOSED: SETBACK NOTES: I AGREE TO CO LY WWA CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON W L B MPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPL A 4 NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEP TY AND ALL FEES ARE PAID. 9 S' a ure Print Name Dat Re sed y ate ATTENTION ITIS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC 109/ BCI 10/ IRCI 10. ONLINE APPLICANT ASSESSOROTHER \� STATUS: ISSUED BLD20110187 • Wetland mitigation shall be implemented according to the Shell Valley Emergency Access Critical Areas Report and Wetland Mitigation Plan prepared by Perteet dated September 2010. • SPECIAL INSPECTIONS ARE REQUIRED FOR THE FOLLOWING: • Excavation, Grading, and Site Preparation • Placement of Structural Fill and Compaction • • Prior to Final Inspection by the Building Division, Final Special Inspection Reports are Required From All Special Inspectors. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure. Check the job card for all required City inspections including final project approval and final occupancy inspections. • Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. • Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. • Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. • Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. • Call for locates of underground utilities prior to any excavation. • Maintain erosion & sedimentation control per city standards. • Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per City standards that is caused by or occurs during the permitted project. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMIT TIME LIMIT: SEE ECDC 19.00.005(A)(6) BUILDING (425) 771-0220 EXT. 1333 1 ENGINEERING (425) 771-0220 EXT. 1326 1 FIRE (425) 775-7720 PUBLIC WORKS 425) 771-0235 1 PRE-TREATMENT 425) 672-5755 1 RECYCLING 425 275-4801 When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection being requested, Contact Name and Phone Number, Date Prefereed, and whether you prefer morning or afternoon. • E -Erosion Control/Mobilization • E -Engineering Final • B -Building Final App EDMo inspection Comments BLD20110187 28 - Fill/Grade/Excavate Applied: 03/18/2011 Issued: 09/13/2011 Expires: 03/13/2012 /Qc. 1 R90 Address: 8700 MAIN ST, EDMONDS INSPECTION _ J DATE INSPECTOR ACTION 1001 - E -Erosion Control/Mobilization Comment: 1077 - E -Engineering Final 05/02/2011 MCCONNELL COM Comment: Project construction to be monitored by City project manager for compliance with City codes & approved plans. 1077 - E -Engineering Final 01/06/2012 SIBREL CMP Comment: Project Physically Complete 12/29/2011. 1158 - B -Building Final 01/19/2012 BJORBACK CMP Comment: 1/20/2012 10:39:47 AM 121 5th Ave, Edmonds Washington - Phone: (425) 771-0220 Page 1 of 1 RECEIVED MEMORANDUM JAN 19 2012 DEVELOPMENTCS ERVICES Date: January 19, 2012 To: Leif Bjorback, Assistant Building Official Development Services City of Edmonds From: Ed Sibrel—� Senior Engi Bring Technician Public Works / Engineering City of Edmonds Re: Permit # BLD20110187, Shell Valley Emergency Access (City Project # E7CB / c268), Special Inspections Requirement. The Engineering Department has become aware that one of the permit conditions required by Grading Permit # BLD20110187 is the requirement for "Special Inspections, " as well as a "Final Special Inspections Report" prior to final closeout of the grading permit by the Building Department. The purpose of this memo is to address the Final Special Inspections Report. Attached are the three Inspection Reports authored by Terracon, Incorporated during the course of the project, all regarding the placement and compaction of the road subgrade. A final report was not authored. I was also onsite during construction of the roadway to observe placement of materials, both as Inspector as well as Project Manager in behalf of the City. have reviewed the inspection records, as well as the construction, material, and testing specifications for the Shell Valley Emergency Access Road project, and as Project Manager, am satisfied the placement of the roadway subgrade and fill meets the requirements for which it was designed. I request that this memo function in lieu of the final report asked for in the Grading Permit. C: Project File City of Edmonds Public Works Department I� I C R ®� I L lid Engineering Division Terracon Consultants, Inc. Geotechnical Engineers and Environmental Consultants 21905-64 1h Ave. West, Suite 100, Mountlake Terrace, Washington 98043 (425) 771-3304 / FAX (425) 771-3549 DAILY FIELD REPORT: 1 PROJECT: Shell Valley Access Road CLIENT: City of Edmonds TERRACON FIELD REP: C. Thompson ARR. / DEP. TIME: 10:00am / 11:45am WEATHER: Cloudy, light rain, 50s DATE: October 11, 2011 PAGE 1 OF 1 TERRACON PROJECT NO.: B1115014 CONTRACTOR: Kamins Construction LOCATION: Edmonds, Washington PERMIT NUMBER: NA EQUIPMENT USED: CAT D4 dozer, 930H front loader, Dynapac CA134 smooth drum roller We visited the site at the request of Ed Sibrel with the City of Edmonds to observe placement of the Water Quality Treatment Layer (WQTL) for the Shell Valley Emergency Access Road. Upon arrival, we observed Kamin Construction using the front loader and dozer to spread the Sand/Peat Moss mix atop a layer of non- woven geotextile. The Sand/Peat Moss mix for the WQTL was supplied by Pacific Topsoil. We observed Kamin Construction spread the Sand/Peat Moss in an approximate 8 to 12 inch lift. The Dynapac roller made several passes over the Sand/Peat Moss. We observed slight rolling and sponginess during roller passage, but minimal rutting. According to Kamin Construction, additional Sand/Peat Moss will be trucked onsite tomorrow morning, 10-12-11, to complete placement of the 1.5 foot thick WQTL. At the request of Ed, we collected a sample of the Sand/Peat Moss and brought back to our lab to perform a Modified Proctor, as per ASTM D1557. Also at the request of Ed, we will return tomorrow morning during final placement of the WQTL to observe placement, compaction and perform density tests. As a follow up to a site discussion, we recommended that placement of a geotextile atop the WQTL prior to placement of the 8 -inch thick layer of Permeable Crushed Base Course (PCBC) would be beneficial in separation and bridging, in our opinion. Ed with the City of Edmonds informed the contractor to install the geotextile prior to placement of PCBC. REVIEWED BY: JMB This report presents opinions formed as a result of our observations of the contractors activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of the Terracon field representative. The presence of our field representative will be for the purpose of providing observation and field testing services. Our work does not include supervision or direction of the actual work of the contractor, its employees, or agents. Neither the presence of the Terracon field representative nor the observation and testing by Terracon shall excuse the contractor in any way for defects discovered in its work. Terracon will not be responsible for job or site safety on this project. Terracon Consultants, Inc. Geotechnical Engineers and Environmental Consultants 21905-64 th Ave. West, Suite 100, Mountlake Terrace, Washington 98043 (425),771-3304 / FAX (425) 771-3549 DAILY FIELD REPORT: 2 PROJECT: Shell Valley Access Road CLIENT: City of Edmonds TERRACON FIELD REP: C. Thompson ARR. / DEP. TIME: 8:00am / 10:00am WEATHER: Cloudy, 50s DATE: October 12, 2011 PAGE 1 OF 2 TERRACON PROJECT NO.: B1115014 CONTRACTOR: Kamins Construction LOCATION: Edmonds, Washington PERMIT NUMBER: NA EQUIPMENT USED: CAT D4 dozer, 930H front loader, Dynapac CA134 smooth drum roller We arrived on site at the request of Ed Sibrel with the City of Edmonds to observe placement of the Water Quality Treatment Layer (WQTL) for the Shell Valley Emergency Access Road. Kamins Construction used the front loader and dozer to spread the Sand/Peat Moss mix in an approximate 8 to 12 inch lift. The Dynapac roller made several passes over each lift. A total of 1.5 feet of Sand/Peat Moss was placed for the WQTL. We observed slight rolling and sponginess during roller passage, but minimal rutting. We performed four density tests with the nuclear densometer within the WQTL soil. Density test results ranged from 81% to 83% of the maximum dry density, in accordance with ASTM D1557. These results are within the specified range of 80% to 85%, in our opinion. The density test results are attached on page 2. We informed Ed of the density test results. We understand geotextile will be placed atop the WQTL later today. Permeable Crushed Base Course (PCBC) will be trucked onsite tomorrow, 10-13-11. At the request of Ed, we will visit the site tomorrow to observe placement of the PCBC material. MICR10FILM REVIEWED BY: JMB This report presents opinions formed as a result of our observations of the contractors activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of the Terracon field representative. The presence of our field representative will be for the purpose of providing observation and field testing services. Our work does not include supervision or direction of the actual work of the contractor, its employees, or agents. Neither the presence of the Terracon field representative nor the observation and testing by Terracon shall excuse the contractor in any way for defects discovered in its work. Terracon will not be responsible for job or site safety on this project. . Terracon Consultants, Inc. Geotechnical Engineers and Environmental Consultants 21905-64 th Ave. West, Suite 100, Mountlake Terrace, Washington 98043 (425) 771-3304 / FAX (425) 771-3549 DAILY FIELD REPORT: 2 DATE: October 12, 2011 PAGE 2 OF 2 PROJECT: Shell Valley Access Road TERRACON JOB NO.: 81115014 Tahle 1 _ Cummary of Field Density Tect Results Test No. Test Date Test Method General Location Elev. ft Feet to Grade Mat'1 Type Field Dry Density c % Field Moist. % Comp. Field Pass/Fail DT -1 10/12 N Approx. STA 10+40 0.5 1 62.7 23.8 81 P DT -2 10/12 N Approx. STA 10+90 0.3 1 63.9 23.2 83 P DT -3 10/12 N Approx. STA 11+50 0 1 64.1 20.9 83 P DT4 10/12 N Approx. STA 12+40 0 1 63.6 28 82 P Percent Compaction Based on: Specification: ❑ 90% ❑ 95% D 698 D 698 ❑ Standard Proctor, ASTM D 698 90% 95% ® Modified Proctor, ASTM D 1557 D 1557 D 1557 ❑ Other LEGEND DT = Density Test RT = Retest TEST METHOD N = Nuclear (ASTM D 2922) SC = Sand Cone (ASTM D 1556) DC = Drive Cylinder (ASTM D 2937) Material Type Reference Sample # Material Description Max. Dry Density c Optimum Moisture 1 101111 Sand/Peat Moss 77.5 20 MICROFILM Terracon Consultants, Inc. Geotechnical Engineers and Environmental Consultants 21905-64 th Ave. West, Suite 100, Mountlake Terrace, Washington 98043 (425) 771-3304 / FAX (425) 771-3549 DAILY FIELD REPORT: 3 PROJECT: Shell Valley Access Road CLIENT: City of Edmonds TERRACON FIELD REP: C. Thompson ARR. / DEP. TIME: 10:00am / 12:00pm WEATHER: Clear, sunny, 50s DATE: October 13, 2011 PAGE 1 OF 1 TERRACON PROJECT NO.: B1115014 CONTRACTOR: Kamins Construction LOCATION: Edmonds, Washington PERMIT NUMBER: NA EQUIPMENT USED: CAT D4 dozer, 930H front loader, Dynapac CA134 smooth drum roller We arrived on site at the request of Ed Sibrel with the City of Edmonds to observe placement of the Permeable Crushed Base Course (PCBC) for the Shell Valley Emergency Access Road. Upon arrival, Kamins Construction (Kamins) was using the front loader and dozer to spread the 1-1/4 inch crushed base course atop the non -woven geotextile. Earlier, the geotextile was placed atop the Water Quality Treatment Layer (WQTL). Kamins spread the PCBC in an approximate 8 -inch lift, starting at the entry, approx. STA 12+70. The truck and trailers backed in atop the PCBC and dumped along the access road. The 1-1/4 crushed base course was spread by dozer atop the access road advancing to the South. Drawing RS1 shows an 8 -inch layer of the PCBC overlain by 2 inches of Bedding Course overlain by 4 inches of porous HMA -'h PG 70-22. Kamins was placing the 8 -inch layer of PCBC during our site visit. Specifications note that the PCBC layer is to be lightly compacted and that equipment movement over the PCBC must be kept to a minimum. The Permeable Crushed Base Course was generally firm and adequately compacted, in our opinion. We observed minimal deflection and rutting during truck and equipment passage. REVIEWED BY: JMB This report presents opinions formed as a result of our observations of the contractors activities relating to geotechnical engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of the Terracon field representative. The presence of our field representative will be for the purpose of providing observation and field testing services. Our work does not include supervision or direction of the actual work of the contractor, its employees, or agents. Neither the presence of the Terracon field representative nor the observation and testing by Terracon shall excuse the contractor in any way for defects discovered in its work. Terracon will not be responsible for job or site safety on this project.