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HomeMy WebLinkAboutWOODBOURNE BLK 1 LT 7Woodbour'n Block Lot 7 #015-351-13 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131324 PID Number: 015-351-13 Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project:❑ New ❑ Upgrade Name: Hans Schwaiger ABSORPTION FIELD ❑ Deep Trench ❑■ Shallow Trench ❑ Bed ❑ Mound Address 11650 Cobra Street Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 2.9-3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade .9-1 Ft. Gravel depth beneath pipe 2 Ft. Subdivision Block Lot Woodbourne 1 7 Fill added above original grade 1.4 Ft. Gravel length 70 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Ft2 2 > 10 Ft. Well No Well on Lot. TANK ❑C Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1,250 Gal. Surface Water >100' >100' Material Number of compartments Lot Line >5' >10' Steel Two NA Foundation NO House on Lot. LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. Remarks No house or well on lot. Final grading Pump on level at in. Pump off level at High water alarm at yet to be accomplished to verify no surface in. in. water within 100'. NO survey Completed. Pump make and model Electrical Inspections performed by Locations are not Accurate. Installer PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Eagle Glacier Excavating Drainfield D3034 CC/MTQ3034 Inspector AH BENCH MARK (Assumed elevation) 100 ft Inspection 15I 9/26/13 9/27/13 Location and description 2nd 31" 4th Septic Vent S1. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL � YYJ,1..�l fh L h 0,, c -+/f ff�*♦ `-'�� Conditional Approval: Date40 r�"'•�,i #, Ar . /i' •ai,uY• LaY, �oY,sl,jY/}�}-E!!lM1h.�F�/''•��h Y, i_�t� y�l.�afw�.•� F F Y �+L...1 � 0++ �!h! 1•slYY,ilY,YYf.p„YY.!„ill,\,\l[„YI PJ1 CHAZL �. �1t; JERSQ11' Approved �C�ULz� Date 11 5� A c st j)-khn oh l WOU dAJW1 . III PCULIUII RZPUI l_.7' 1- 1 L.UUI. MG t L WOODBOURNE SUBDIVISION LOT 7, BLOCK 1 106,612 S.F. 251.32' Page 2 of 3 PID NO.:015-351-13 Permit Number: OSP131324 ya 49 f ij Ditch (seasonal Water) WOODBOURNE ROAD LEGEND M1Monitor Tube SITE PLAN FCC, Foundation Clean Out TH Test Hole C4 Clean Out SCALE 1' = 60' MH Man Hole FSV Flow Splitter Valve Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP131324 Page 3 of 3 PID NO.:015-351-13 .100.5 0 99 0 U) C/) (n cli LL Final LOG 2" Insulation 1,250 Gallon Septic Tank 97.9 97.7 99.7 LO 35' (Trench Length) CD C14 0 7. AM D7.3 %.71UU[JUWdLCf rW_ t1U.0 9-8-13 NOTE: Final Grading yet to be Completed. House and Well yet to be Constructed. WOODBOURNE SUBDIVISION LOT 7, BLOCK 1 -PmuFILE /AS"-BU1LT_ No Scale 1 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP131324 01535113000 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Effective Dates: September 25, 2013 to September 25, 2014 Design Engineer: ANDERSON ENGINEERING Subdivision: WOODBOURNE Site LegalAddress: WOODBOURNE BLK 1 LT 7 G:2741 Owner/Address: SCHWAIGER HANS M 50% & SCHWAIGER JUDY A 50% 11650 COBRA ST ANCHORAGE AK 995160000 Site Mailing Address: 11800 Woodboume DR, Anchorage Lot Size in Sq Ft: 106612 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y SepticTank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15,55 and 15,65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by ca]ling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division Qn-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-351-13 Property owner(s) Hans & Judy Schwaiger Ma ng .address 1 t650 Cobra Street Anchorage, AK 99516 Day phone 563-6846 Site address 11800 Woodbourne Drive Anchorage, AK 99516 Legal description (Sub'd., Block & Lot) Woodbourne, Block 1, Lot 7 Legal description (Township, Range & Section) LotSize 106,612 ~Sq. Ft. Number of Bedrooms Four(4) APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: Initial [] Upgrade [] Renewal [] TYPE OF DWELLING: Single Family (SF) [] (w/we ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: ~ Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver Ne. Permit App_g-1-12.doc September 9, 2013 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Su~e~: Lot 7, Block 1, Woodbourne Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 7, Block 1, Woodbourne Subdivision intends to construct a new four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage contours are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern Will not be changed as a result of this project. A test hole was placed on the lot in the area of the absorption trench and alternate site. The logs indicate silty gravel (GM) with sand in the zone specified for the absorption trench. The percolation rate of the soil was determined to be 2 minutes per inch. Groundwater was found during the placement of the test hole at 12' below the surface, but was found at 8' during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 1,250-gallon septic tank and 2-35' long by 5' wide by 2' effective depth absorption trenches to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 1' below the surface and the total depth will be 3'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the northwest. The new trenches will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal. requirements. The new septic system will be Lot 7, Block 1, Woodbourne Subdivision September 9, 2013 Page Two constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: ]. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments WOODBOURNE SUBDIVISION LOT 7, BLOCK 1 106,612 S.F. NOTE: No Conflicts with Neighboring Wells or Septic Systems. LOT 6, BLOCK 1 LOT8, BLOCK 1 NOTE: No Conflicts with '~1 Neighboring Wells or Septic Systems. Non Domes[ia ~' NOTE: /'~ Provide Grading to Insure ~'~' NO Surface Water Within 100' of Septic System. Ditch (Seasonal Water) WOODBOURNE ROAD SITE PLAN SCALE 1' = 60' LEGEND MT - Monitor Tube FCO- Foundation Cleon Out TH - Test Hole CO - Cleon Out MH - Man Hole FSV - Flow Splitter Valve LOT 7, BLOCK 1 DESIGN FACTORS: Four Bedroom Home Perc. Rate: 2 Min./Inch Application Rate: 1.2 GPD/SF , WOODBOURNE SUBDIVISION SYSTEM REQUIREMENTS: 5' Wide Trench System 1,250 Gallon Septic Tank 2' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 SF Absorption Area 600 SF/1.2 GPD/SF/5 SF (Width)*.7(Red. Factor) = 70 LF Trench Length THEREFORE: Construct 2-35' Long x 5' Wide x 2' Effective Depth Absorption Trenches. Flow Line Elevation in Trenches to be 1.0' Below Original Ground Surface. Total Depth to be 3' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. ~© %Revegetate Mound %~/6" Topsoil to ~'-~rosion Existing Ground % ~ 2" insulation & Geotextile Fabric 4" Perforated PVC (Holes Down) -- Drainfield Rock 5~ TYPICAL 5' WIDE TRENCH SECTION (NO SCA,E) .......... NOTE: Grade Area Over Trench to Drain Away. ~ ~ . . , . ~ 49th Minimum 6 Separation From Bedrock. ~.-..~';;.,,.~..~.,.~..~ Minimum 4' Separation From Groundwater. ~.~,~.~ Minimum 100' Separation From Private Wells in the Area. ~ Minimum 100' Separation From Su~ace Water or Streams.~:~ No. c.-? Z~7OO DEPTH (feet) 1 2 3 4 5 6 7 8 9 11 20 I~IUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lot 7, Block 1, Woodboume Subdivision PERFORMED FOR: Hans Schwaiger DATE: 6/21/13 PROJECT No.: PARCEL ID#: TECHNICIAN: JB OB/OG SLOPE SILTY GRAVEL WITH SAND WAS GROUND WATER EN COLrNTF2[LED? Yes IF YES ~ WHAT DEFrHz 12' DE~H OF WATER A~ER MO~TO~G: 8~ DAT~ OF MON~TO~G: 9/8/13 B.O.H. SITE PLAN DEPTH TO DATE READING GROSS TIHE NET TIHE -WATER NET DROF (HINUTES) (HINUTES) (INCHES) (INCHES) 6/21/13 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 11:35/11:45 l0 7.00"/12.00" 5.00" 2 11:46/11:56 10 6.75"11.75" 5.00" 3 11:57/12:07 10 6.875"/11.875" 5.00" 4 12:08/12:18 10 6,875"/11.875" 5.00" 5 i2:19/12:29 10 7.00"/12.0o" 5.00n 6 12:30/12:40 10 7.0o"/12.00" 5.00" PERCOLATION RATE: 2 TEST RUN BETWEEN: 4 __.(MIN/INCH) PERC. HOLE DIA. 6 .(INCHES) FT. and. 5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPLE GUIDELINES 1N EFFECT ON THIS DATE: 9/8/13 OPINION OF COMPLIANCE ANCHORAGE GENERAL PERMIT 93-10-M3 File Number: POA-2013-438 Municipal Reference Number: Little Campbell Creek 13-A Permittee (LANDOWNER): Hans & Judy Schwaiger 11650 Cobra Street Anchorage, AK Expiration Date: August 5, 2015 The Permittee will perform work in waters of the U.S. (wetlands) in accordance with the terms and conditions of the Anchorage General Permit, as specified below: Project Location: Lot 7, Block 1, Woodbourne Subdivision (Parcel 015-351-13-000) Map Cf: 90 Wetland Unit Cf: 72B Work Description: Single Family home construct!on with attached garage, driveway, with natural vegetation to remain for yard area. Utility connections run from street, along driveway to house, septic and most of driveway already in place. The applicant proposes to minimize disturbance by only filling the portion necessary to construct a single family dwelling, attached garage, driveway, and associated utilities. Wetlands fill amounts: 418 Cubic Yards, Approximately 0.13 Acres (5,484 square feet of footprint) * All work will be performed in accordance with the attached plan, plot plan and calculations received on July '17, 2013, Anchorage General Permit Conditions: General conditions: Water Quality Certification. You must comply with all conditions specified as part of the Alaska Department of Environmental Conservation Water Quality Certification, which is part of these General Permits (GPs), Historic and Archaeological Sites. These GPs do not authorize activities, including the use of matedal borrow sites, in or that adversely affect known historic properties listed or potentially eligible for the National Register of Histodc Places, nor any such sites listed or found to be potenfially eligible in the future. The Permit'tee shall stop work when cultural resoumes are inadvertently discovered dudng the coume of work and notify the Corps. The Corps will enter into consultation with the Alaska State Historic Preservation Office to determine if historic properties will be affected bythe permitted work. Work shall resume after cultural resources have been evaluated pumuant to Section '106 of the National Historic Preservation Act. 3. Inspections. You must permit the District Engineer, or his designated representatives, to inspect the authorized activity at any time deemed necessary to ensure that it is being, or has been accomplished in accordance with the terms and conditions of these GPs. Schwaiger, Hans A Judy - 1 - POA-2013 -438 Maintenance. You must maintain the authorized activity in good state, and in conformance with the terms and conditions of these GPs. You are not relieved of this requirement even if you abandon the authorized activity, although you may make a good faith or legal transfer to a third party, as described below. Should you wish to cease to maintain the activity or abandon it without a good faith transfer, you must obtain a modification of the GP authorization from the Corps Regulatory Branch either directly, or through Municipal Planning Staff. Such modification may require restoration of the area. Sale or Transfer of Property. If you sell or transfer the property associated with the authorized activity, you must obtain the signature of the new property owner as the transferee in the space provided on this document and submit a copy of that page to the Municipal Planning Department and/or Corps Regulatory Branch, along with appropriate documentation of the transaction. You must submit this information within 30 days of the property transfer, to validate transfer of the GP authorization to the new party. Prelect site restrictions and design criteria: 'l. Setback. Where there are wetlands along or around a stream or waterbody, the project shall include and maintain a nomdisturbance setback, measured horizontally from the ordinary high water mark, as specified in Table 4. For previously unplatted residential subdivisions, the setback area shall be tracted out, rather than being included in individual lots. Projects on sites requiring setbacks shall include a permanent fence, either split-rail or other1 to serve as a physical barrier that maintains the integrity of the non-disturbance setback. This fence shall be placed on the proposed new fill, outside ofthe setback. Both the setback area and the fence shall be clearly depicted on the proposed plans submitted with the GP application. Notes: a. Applicants should contact Municipal Planning or Corps Regulatory staff to obtain or confirm delineation of the setback; b. For currently unmapped waters, standard setbacks shall be: £ 100' from streams supporting enadromous fish species, whether catalogued by the Alaska Department of Fish and Game, or otherwise so documented; Glacier Creek tributary. Based on the site conditions it has been determined that installing a permanent fence is not necessary. The creek is in a ravine which provides a natural deter~enf from disturbance. Construction Timing Window. To protect nesting migratory birds, as required by the Migratory Bird Treaty Act, no work (i.e., clearing, grading, excavation, stockpiling, or placing of fill) may occur on the site between April 15 and July 15, unless: a) the site is sufficiently disturbed prior to April 15 to eliminate suitable nesting habitat; and, b) construction activity will occur continuously through June 15. Note: Clearing or other disturbance of the site prior to April f 5 may require Corps or other authorization. Surface Water Features, The project shall incorporate design features and construction methods to maintain flow of surface water across the site. To accommodate this requirement, the applicant shall assess the project site to identify drainage patterns and previously unmapped surface conveyances, such as streams and dreinageways. These features must be field vedfied by Corps Regulatory, or Municipal Planning or Watershed Management staff. The applicant shall contact Alaska Department of Fish and Game, Habitat Division 465-2747, if the proposed project will cress any surface flowing waterway. Surface flow features shall be cleady depicted, along with any appropriate setback(s), on the proposed plans submitted with the GP application, as shall the measures proposed to maintain such flows. Cross-drainage, may be directed around the development area, but the project must maintain downstream flows similar in quality, quantify and direction to the pre-project condition. As discussed under Setbacks, the GPs may allow crossings of unmapped waterways, but do not authorize permanent diversions, channelization, or other alteration. Schwaiger, Hans & Judy - 2 - POA-2013 -438 Local Flooding. The project shall incorporate design and construction features/methods necessary to ensure that the proposed project will not cause flooding of adjacent properties or public infrastructure. Stormwater Functions. The applicant shall demonstrate that the project plans include sufficient measures to effectively replace the site's pre-project stormwater retention and filtration capacity. The measures shall be sufficient to approximate zero net runoff increase for storms with 2-year frequency and no more than two times net runoff increase for storms with a 10-year frequency, including flows from sub-drains. Verification that the project's starmwater design meets this cdtedon must be obtained from the Municipal Wetland Management Section or its designee, and must be included with the GP application package. Proiect-specific conditions: Time Limit. GP authorization of this project expires on: AuRust 5~ 2015. If you need more time to complete the authorized activity, submit a'request for extension under these GPs to the Municipal Planning Department prior to the expiration date. You may not continue work beyond the expiration date until receiving notification to that effect from the Municipal Planning Department or the Corps Regulatory Branch. Note: Permittee should allow at least one month for processing of extension requests. Other Approvals Required Before Starting Work. You must not disturb wetlands for this project until you have obtained all applicable Municipal and State approvals required for the work. These approvals include, but are not limited to: Municioalitv of Anchoraqe: [] Land Use Permit [] Grading & Fill Permit [] Building Permit [] Right-of-Way Permit [] Flood Hazard Permit [] Utility Agreement(s) [] Rezoning Approval [] Preliminary Plat Approval [] Subdivision Agreement [] Stormwater Treatment Plan [] Parks Right-of-Entry Permit [] Wastewater Disposal [] Urban Design Commission [] Geotechnical Commission Alaska Department of Environmental Conservation: [] Stormwater Treatment Plan [] Wastewater Disposal [] Soil Remedtation Plan If any of these---or other--approvals result in a change to the attached plans, you must provide a description of the change and a revised plan(s) to either Municipal Planning Department Staff or the Corps Regulatory Branch, and may not proceed with the project until the change is authorized. Offset Unavoidable Impacts. To offset the unavoidable adverse impacts of the project to the aquatic environment, the Permittee: [] shall provide an 1n-Lieu Fee pdor to disturbing wetlands for this project. You may either submit this fee directly to the Great Land Trust or other nonprofit conservation group with whom the Corps has a Memorandum of Agreement or request that Municipal Planning Department Staff forward it to them. In either case, the fee transmittal shall include both the GP reference number for the project and the extent of wetlands impact (square feet or acres) it is intended to offset. Note: Excluding lets located in new subdivision developments, single family homes impacting less than f6,500 square feet of wetlands are exempt from this requirement. [] S.F. Home exemption Schwaiger, Hans & Judy - 3 - POA-2013-438 [] shall sign a Tolling Agreement with the Corps of Engineers, Regulatory Branch Waterbody Setback(s). The proposed development is greater than 100 feet from the mapped centerline of Little Campbell Creek; therefore, meets the stream setback ordinance. Limits on Work Area. You must not conduct any of the following activities in wetlands or waterbodies beyond the approved project footprint (or in any other avoidance area identified above) dudng either construction or operation of the project/facility: Discharge of fill material (even temporarily), including stockpiles; or, Excavation and sidecasting/backfilling; or, Mechanized landcleadng; or, Operation, parking/storage or servicing of equipment. Construction Runoff. You must emptoy runoff contrel measures necessary to preclude or minimize beth erosion and the transport of sediment, pollutants, and solid waste beyond the approved project footprint. These measures shall include, but are not limited to: [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] Phasing of Site Preparation (to minimize the extent of exposed soil); Silt Fence; Reroute Offsite Runoff around Disturbed Soils (e.g., dike/ditch) Mulching (e.g., wood chips, strew, grass clippings, gravel); Matting (e.g., jute, straw, coir); Sheeting for Stockpiles, Temporarily Exposed Slopes (e.g., plastic, geotextile fabric); Check Dams in Ditches/Drainageways (e.g., hay bales, sand bags, gravel berms); Sun'ace Roughening (to slow runoff down slope); Terracing of Slopes; Sediment Trap(s); Temporary Sediment Basin; Storm Drain Inlet Pmtaction (e.g., hay bales, sand bags~ gravel berm) Outlet Filtering/Stabilization for Construction Dewatering; Revegetation of Fills and Disturbed Soils Onsite petroleum spill/leak response equipment and supplies and provision for their proper disposal Contaminated Soil. If contaminated soils are discovered during construction, you must immediately cease all work in the vicinity of the contamination, contact the Alaska Department of Environmental Conservation fur instructions, and defer any further activity until you receive ADEC approval to continue. Endangered Species, The activity must not jeopardize the continued existence of a threatened or endangered species, as identified under the Endangered Species Act, nor endanger the critical habitat of such species. Special Conditions, as required by the Corps of Engineers: This project did not reach the threshold of a General Permit Agency Coordination (GPAC); therefore, the Corps did not comment on this permit application. Special Conditions from Municipality of Anchorage Watershed Managmenet Services: Runoff from pervious surfaces: walkways, roofs, driveways, etc. should be directed to vegetated portions of the lot. They should NO T be directed to the driveway and off the lot to the street. This is particularly important if the driveway is to be paved. The crown of the driveway should be graded in a manner so as to cast water to the side rather than along its length. Retaining water in this way will help preserve the hydrology of the remaining wet/ands on the parcel Jeffrey Urbanus, M.S., CFM Watershed Hydrologist Schwaiger, Hans & Judy - 4 - POA-2013 -438 Your signature below, as permitee, confirms that you accept and agree to comply with the terms and conditions of Anchorage General Permit 93-10-M3, as supplemented in this document. SIGN Mr. Hans Schwaiger, Permittee PRINT Mr. Hans Schwaiger, Permittee August 5, 2013 August 5, 2013 Opinion of Compliance The signature below confirms the Municipality of Anchorage's opinion that the project described above meets the terms and conditions of Anchorage General Permit 93-10-M3. SIGN~ N~cole..K; Jones-Vogel,/~sociate Planner August 5, 2013 PRINT Nicole K. Jones-Vogel, Ass~Yciate Planner August 5, 2013 When the work authorized by the Anchorage General Permit is still in existence at the time the property is transferred the terms and conditions of the permit will continue to be binding on the new owner(s) of the property. To validate the transfer of the permit and the associated liabilities associated with compliance with its terms and conditions have the transferee sign and date below. (TRANSFEREE) (DATE) Attachments: Final Project Plans (sheets 1-3 of 3, dated April 9, 2013) Schwaiger, Hans & Judy - 5 - POA-2013 -438