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HomeMy WebLinkAboutSIEFKER TR 1 E2$i ker Tract O! #015-281-17 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 EImore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: sw090020 PID Number: 015-281-17 Name: MARK MACHKOVICH Wastewater System: [] New [] Upgrade Address: 13015 FLORAL LANE ANCHORAGE AK. 99516 ABSORPTION FIELD Phone: Number of Bedrooms: 3 F'l Deep Trench fq Shallow Trench i--[Bed [~Mound EIOther:.,~J~' Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION 2.0 GPD/FF 5.0' Ft. Block: Lot: TRACT 1-E2 Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: SIEFKER 3.35' Pt. 0.25' Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 0.1'-0.5' Ft.36.0' Ft. Grave] width: Number of lines: I Distance between lines: Well: [] New [] Upgrade 10.0' Ft. 412'5' Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: EXISTING PRIVATE Ft. Fl, 360 Ft~ ASTMD3034/ABS/F810/SCH.40PVC Driller: Date Drilled: Static Water Level: Installer: Date Installed: Ft, OWNER INSTALL 9/15/2009 Yield: GPM Pump Set at: Casing Height Above Ground: Ft. Ft. TANK SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~To Septic Absorption Lift Holding >ublic/Private Manufacturer: Capacity: From% Tank Field Station Tank Sewer Line PREMIER PLASTICS 1000 Gal, Material: Number of Compartments: Well 100.0'+ 100.0'+ 100.0'+ ........... 25.0'+ H.D.P.E. 2 Surface Water 100.0'+ 100.0'+ 100.0'+ .............. ~ / LIFT STATION A Size: Manufacturer: Lot Line 5.0'+ 2.0'+ ~J~ ' 5.0'+ .............. 550 Gal. PREMIER PLASTICS "Pump on" level at: "Pump off" level at: High water alarm at: Foundation 5.0'+ 10.0'+ 5.0'+ .............. 44" in. 38" in. 48" in. Pump Make & Model Electrical Inspections performed by: Curtain Drain ............ NONE KNOWN ............. BLASTR 20 EB OS LUCIAN LEERS W~BROTHERS ELECTRIC ~f~,a~[~,.~¢_ ~:¢)qC,,~)/(O BENCH MARK Location and Description: TOP OF LIGHT POLE Assumed Elevation: 100.0' Ft. Chugiak,.Alaska 99567 2nd 9/13/2009 Development Services Department Approval Conditional Approval Date: ' Reviewed and approved by: .~',' PSnmT N0 SW090020 ?AGZ 2 OF .5 DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, &700 BRAGAW STREET P,[3, Box 196650 ·Anchorage, ALasko 99519-5650 I Tetephone', (907) 343-7904 ·www,ci,anchorage,ok,u: ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPOR' LEGAL SIEFKER; TRACT 1-E2 P.r.n. No. 015-281-17 FV1 NEW 550 GALLON ALBERT SYSTEM IDSF ALT. SITE NEW 1000 GAL HDPE TANK PRES': 00' WELL RADIUS TBM CONTRO.L. 1~" AIR EXISTING $ BDRM HOUSE ;E, AND 1"= 30' PERMIT NO. SW090020 ?AGE 5 OF 5 Plunicipaki~cy of Ancho~'age DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, &700 BRAGAW STREET P,D, Box 196650 ®Anchorage, ALoska 99519-6650 e Tetephone; (907) 343-7904 ®www,ci,anchoroee,ak,us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION RI~POR' LEGAL SIEFKER; TRACT 1-E2 ?.I.D. NO. 015--281--17 FINAL GRADE~, S~1 '~ S~T2/_ GRADE -- 100.7' T 6.6' LiNLET - 96.8' 98.0' A B FCO 6.6' 28.9' ST1 10,6' 29.6' ST2 15,4' 50,6' TMT 15,1' 25.7' MH 20.1 ' 54.0' FV1 42.7' 64.5' FV4 49.8' 69.4' MT1 48.9' 50.0' MT2 48.2' 67.9' -MANHOLE - 101.5' ELECTRICAL CONDUIT 1 1/4" DISCHARGE PIPE 550 GALLON FAT ALBERT WITH PUMP ASSEMBLY vlT1 - 98.2' MT1 MT1 - 94.7' DIST. LINE - 95.0'- BOTTOM OF SAND - .~--MT2 -- 97.8' .............. ~~ ~- GRADE - 97.7 %"-PEA GRAVEL ff 3" UNDER ~ y LATERALS ~' FILTER /~l/e" Aim LINE/ /-SAND 92.7' MT2 - 94.7' - NO AT · GROUNDWATER 82.7' B.O.H. N. T. S. Dec.20.2009 04:49 PM PAGE. 1/ 1 Development So.ices Depaament Building Safety Division On-S~e Water and Waste~ter Program, 4700 Elmore Road P,O, BoX I~650 Anchor~e, AK 9~507 Page ~.ci_anchorage.ak. us (907) 343-7~4 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 8w090020 P1D Number: 015-281-17 MARK MACHKOVICH Wastewater System; ~ New ~ Upgrade ~3o~5 FLO~L LA.E ANC.O~O~_,..~K ~9~;~ .......... '[ ~;~..)_. ABSORPTION FIELD 3 ~p~h ~ShalbwTmn~ ~ ~Moun¢ ~he~; LEGAL DESCRIPTION 2.0 eP~t' 5 B~k: Lot: T~CT %E2 SubdbAb.: ~h to pipe ~om from o~gJne] grade; Grovel demh ~neah 81EFKER 3.35 ~t. 0,25 T~shlDT Range; S~t~n: Fill added a~e original 9~e,. Grovel Le~glh: EXISTING ........ PRIVATE / st. ~ ~t, 360 ~t~ ASTMD ~/ABS/FBI0/SCH,40~C a, MARK MACHKOVICH SEPARATION DISTANCES ~ $,ptle ~ Holdtna ~ S.T,E,P. H Ot~r: .... Tank Field Station Tank Se~r Line PREMIER PLASTICS 1000 ~ter~l; ............ ' ............... Nu~f O[ Campa~i~': ..... woe 100'~ I ~'+ HDPE 2 L~I Lin~ 5~+ 0' * 550 O~. PREMIER PLASTICS 'Pump on" ~ol at: ~ump ~ ~ve[ ut: I High Cuaain Drain NONE KNOWN / ~ .u~ Muk.,~i ......... : EI~i l'n~ne pe~o[~ by B~ST~R 20 EB OS M.O.A. PERMIT PROPOSED BUiLDIN~ IS STILL UNDER CONSTRUCTION. BENCH MARK WILL NEED FINALIZED ASBUiLT SURVEY TO VERIFY TOP OF LIGHT POLE BASE ~WR~ 090016 ~osko 99567 Development Se--ices Depaament Approv~ ~~ "%"~ Conditional Approval D~t~- PERMIT NO. SW090020 P^SE 3 OF 3 ~lunicipcki~cy o¢ Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, /4700 BRAGAW STREET P,B, Box 196650 ·Anchorage, Atcsko 99519-6650 ·TeLephone, (907) 343-7904 ·www,ci,oncho¢ome,ok,u~ ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION RI~POR'- LESAL SIEFKER; TRACT 1-E2 P.I.D. NO. 015--281--17 FINAL GRADE ~ S~TI~ S~T2/_ GRADE - 100.7' //-2" INSULATION ...... TOP OF TANK : f 1000N(~WALLON I~ II POLYETHYLENE I~- OUTLET - 96.6' 'INLET : 96.8' 98.0' -MANHOLE - 101.5' ELECTRICAL CONDUIT 1 1/4" DISCHARGE PIPE -MT2 - 97.8' ~ ORIGINA GRADE - 97.7' MT2 - 94.7' N. T. S. MT1 98 2' MT1 r-FINAL GRADE M- 3" UNDER j 11. ~/~" AIR L~NE/ /-SAND MT1 - 94.7' [ DIST. LINE - 95.0'- BOTTOM OF SAND - 92.7' NO GROUNDWATER AT 82.7' B.O.H. 550 GALLON FAT ALBERT WITH PUMP ASSEMBLY PERMIT NO. SW090020 PAGE 2 OF 3 hdunicipaki~y ©¢ AnchoPoge DEVELOPMENT SERVICES DEPARTMENT- BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, A700 BRAGAW STREET p,F1, ]3ox ;196650 t Anchopage, ALaska 99519-6550 I Te[ephone', (907) 343-7904 ·www,ci,ancho~-age,ak,u: ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPOR' LEGAL SIEFKER; TRACT 1-E2 P.I.D. NO. 015--281--17 FLUSHING NEW 550 GALLON EH ALBERT HDPE SEPTIC TANK ~T2 ALT7 SITE -~ IDSF NEW 1000 GAL HDPE TANK 11/4" TMT FCO PROPOSED 3 BEDROOM HOUSE (UNDER CONSTRUCTION) PRESSUR BOX RADIUS AIR COMPRESSOR GUAGE, AND ALARM TBM 1" = 30' NOTE: HOUSE UNDER ALL LOCATIONS CONSTRUCTION ARE APPROXIMATE Page 1 of 1 Poet, Jeff W. From: BROTHERS Electric [brotherselectricllc@yahoo.com] Sent: Wednesday, October 13, 2010 9:13 PM To: Poet, Jeff W. Subject: Re: Siefker Tract 1 E2 BROTHERS ELECTRIC, 10~13-10 To whom it may concern, The lift station wiring for Hark Machkovich on 3435 Huffman Road in Anchorage was wired by BROTHERS ELECTRIC, LLC per NEC code, Alaska and Anchorage city code. BROTlYER$ ELECTRIC LLC ALASKA CONTRACTORS LIC # 35208 Anchorage Contractors Lic # 3166 907-631-2655 Thank You, BROTHERS ELECTRIC, LLC Luke Loebs 907-631-2655 10/14/2010 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWA?ER DISPOSAL SYSTEM PERMIT Initial Date Issued: Mar 12, 2009 Expiration Date: Mar 12, 2010 Permit Number: SW090020 Legal Description: SIEFKER TR I E2 Design Engineer: 0003 S & S ENGINEERING Owner Name: MARK MACHKOVICH Owner Address: 13051 FLORAL LANE ANCHORAGE, AK 99516- Parcel ID: 015-281-17 Site Address: 003435 HUFFMAN RD Lot Size: 0 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. A. Permit includes waiver WR090051 for an absorption field to north and west property lines separation distance of 0 feet. Received By:. ~---'~ Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe. Alaska 90519-6650 · {907) 343-7904 · Fax {907) 343-7997 http:l/www,m un Lorq/Onsit e Development Services Department On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW **** WPft: 090016 HAft: Permitft: SW090020 PIDft: Q15-281-17 Legal Description: $1efl(er; Tract 1-E2 Engineer:. SS Enqineerinq Applicant: Mark Machkovtch Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 0.0 feet to the north and west property lines. This waiver approval applies to the existing absorption field to property line separation only. Any furore upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver Is Granted: X Waiver Is not Granted: Date: 3112109 Approved by: James Crewdson/~I/~,~/~ Name of Reviewer//' ~ ' ''~ '~ ~ Recft: 02549 Amount: $200.00. Date Paid:.3112/09 **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s) H/}I~ M/TC~/,~J/~(.Itlt Day phone Legal description (Sub'd., Block & Lot) "~.,~(~7' /-~::Z: ,~/rff::,iCLt"/~- ~,/~ Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms ~) 5 - THIS APPLICATION IS FOR (~;;~] all that apply): THIS APPLICATION IS AN: Absorption Field I.J)~. /~ Initial Septic Tank ,~ Upgrade Holding Tank [] Renewal Priw [] Private Well [] Water Storage [] I certify ihat the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. PermitJRush Fees: Date of Payment: Receipt Number. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. ROEERT C. COWAN, P.E. March 5, 2009 CIVIL ENGINEERS (~oD 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: TractI-E2 Siefl~er Subdivision it is requested that you issue a permit to install a new I.D.S.F. septic system to serve thc proposed three bedroom house on the referenced property. Test hole was excavated and percolation tests performed by Gamess Engineering Group. The approximate locations of the test holes are located on the attached site plan. At the time of excavation on 9/30/08 water was not found, and after monitoring ground water for seven days water was not found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation ofthe proposed innovative septic system. The construction of this system will not prevent any future development on any of the adjacent properties. Ifyo~itional information, please contact us. Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER. ALASKA 99577 ROBERT C. COWAN. CIVIL ENGINEERING March 12, 2009 PH: 907-694-2979 FAX: 907-694..1211 MUNICIPALITY OF ANC!IOP, AGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Tract I-E2; Siefker Subdivision Request you grant a waiver on the referenced property for the horizontal separation distance between septic leachfield and the north property line at 0 feet and the septic leachfield and the west property line at 0 feet. We do not anticipate any adverse effects as a result of this waiver. Ifyou~nal information, please contact us. ~be/~Sha fer, P.E. 15861 S. Birchwood Loop Road - C. hugiak, Alaska 99567 I ~"-'-~" '"" -'"",?-' I- / _.....---- ~.~ '..;-,~. ~/~ , ~ ,. ~.. ,..,,~r.~ -,a,:= ....... '1 ............... .... ~ / I-~' I I~ i~ !ii i! ........ -N- .... ~- .... ~- .... / I~ ~ ~ ~ ~--.~---;-----~. ......... .." .. ,.... ,~ ' "~f / I I~1 ~ ~ ,i ~ T ~1~7 '~.,~ ~ Ir. I · ~ ~ ~ ~ ~ //~ / ! ~ . .~-~ I~1 ~,~ / ,: / 11¥~3(] 'J's'a'l NOlS3(] 'S '/ 'N GARNESS ENGINEERING GROUP, Ltd. .99-' ~d/~:J~ '"~-.~!~ ~.~,,~..~,~..,,~,.,.,,.,~,~,~,~.,.,~..~-,...~,~ .-----. f , TTt:': ~ ,, ,~.~ ~ o.~,cs ITEST HOLE ~1I , I IFI TN : ..,-"',, " ~ ~' ~' ; ;~ ~r~ ' 4 ' ' SW M~ I '. ::,~ c. ~=~:.~,~,--~ '.. 7 ! ~PTH TO D~TE SM GRO~DWATER It DATE KEYING Cl ~K NET TIME WATER LEVEL NET DROP ~IME (MINUTES) ~ ~IN$ (INCHES) 12 10/5/2~8 1 2:00 - 6- - i = 2:50 15 ~ 5 2:50 -- 6- _ 4 3:~ ~ 5 1/2' t/2" 14 ~ 5 3:~ - 6- - : ~ ~.3o ~o 5 t/4' 3/4' 19~ ~ P:RC~TICN RAT[ ~ (HI~LIIN~I) ~RC. II~E DIA. E (INO~S)  TEST ~; EETP,~EN 6.0 rT. ~NO 7.0 rT. 2o ~ F~ H~ ~SO~K w~ ~60: ~ YES ~ NO 50:L5 L~GED BY; SU~ OSWALT ~AII~ [bSl E~[D BY: PIERCE BL~ COHHENTS' PERFORUEg BY GIG, Ltd. I, JEK~ ~ ~N~SS, C[~ T~T ~IS W~ ~ERFpRU~ IN ACCORg~C[ ~ ~ ~A~ ~D UUNICIPAL GUIDELIN~ IN Er~ ON ~IS ~TE: 1N"I'ERMITTANT DOSING SAND FILTER SPECIFICATIONS Tract I-E2 Siclker Subdivision March 5, 2009 GENERAL STATEMENT OF WORK The work and plans covered by these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described herein and on the attached dmv~ngs. All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. The scope of this project includes the installation of a new I.D.S.F. septic system to serve the proposed 3 bedroom residence located on the referenced property. SITE INVESTIGATION The Contractor must carefully examine the project documents, have full knowledge thereof, have investigated the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities needed preliminao' to and during prosecution &the work. The Contractor must be satisfied ~th the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her from responsibility of performing the work as stated in these specifications and drawings. Location &utilities will be the contractor's responsibility. Page 2 Lot 4; Block 1; Voyles Subdivision December 20, 2007 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lilt station, air compressor and piping to the sand filter. Materials 1. Tank a. Septic tank shall be a two compartment tank ofat least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump-out riser. The second compartment shall have a separate 4" pump-out riser. tlDPE septic tanks are required to have a 4" monitoring pipe installed next to the tank extending to the bottom of the tank, a minimum of 2" direct burial insulation, and a maximum of 4 feet ofcover. 2. Manhole Riser ~r Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the follo~4ng: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J-box. -OR- b. An additional tank (M.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. 3. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: !. A 110 volt or equal U.L. Listed effluent pump. Page 3 Lot 4; BIock 1; Voyles Subdivision December 20, 2007 2. tligh-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. 3. All piping shall be PVC or other non-corroding material. Pump controls and alarm system shall be an approved system with the following options consisting of: I. Event counter 2. Elapsed time meter 3. Program timer 4. 10 watt heater Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil-tight visual alarm with push-to-silence feature. Automatic audio-alarm reset. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (old (H.O.A.). 8. Nema 4x-rated, fiberglass, or equal, enclosure with hinged cover. 9. Ail controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. Piping from the septic tank to the sand filter is to be I I/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and 2' wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. Page 4 Lot 4; Block 1; Voyles Subdivision December 20, 2007 do The airline from the house to the filter is to be HDPE insulated pipe 3/4"-2" SDR-! 1. The compressor will have a gauge (0-10 psi), a Iow pressure alarm, and be extended into the living area or garage for easy monitoring by home occupants. 4. Air Compressor a. Air compressor shall be a TrlOMAS LINEAR SERIES model number 5060-A or 5070V-A or M.O.A. approved equal. CONSTRUCTION SEQUENCE in order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank II. Septic tank/lift station ltl. Sand filter IV. Leachfield bed (if required) V. Final gmding CONSTRUCTION I. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Page $ Lot4; Block 1; Voyles Subdivision December 20, 2007 Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. IfMOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti-flotation weights that may be required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. Page 6 Lot 4; Block 1; Voyles Subdivision December 20, 2007 SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, Ihrough sand filter to be permanently bonded to the liner. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but I% of the materials passing the//100 sieve be removed. All sand shall be approved for use by the Municipality of Anchorage (M.O.A.). Ifthe sample does not meet specifications, all sand will be removed and replaced. The Contractor shall be responsible for providing pea grovel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (~ _+ 0.05'). e. Top ofthe filter box to be insulated with 2" direct burial polyst~xene insulation. f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WFI 6-4-24 150 LF placed 6" above bottom of sand. Page 7 Lot4; Block t; Voyles Subdivision December20,2007 Construction of Sand Filter The sand filter construction is to follow procedures as outlined belo~v, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance ~4thin 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or grovel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. Thc Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR / INSTALLER To Whom It May Concern: I have been a contractor for 30 plus years. I have done many septic systems ie; French drains, lift stations, etc. I use to be an excavation contractor and was registered with MOA in the 1980's for doing septic systems. I've had my own equipment and done many septic system and foundation excavation for many years. The septic system I would be installing will be my oxvn private retirement residence. It would be cost effective for my wife and myself to install this septic system myself. I am also doing the house plumbing myself. Mark Machkovich ADVANCED %VANTEXVATEI~ 'rI~EA'I'I~IENT $¥S'I'EM I~IAIN'rI,~NANCI; AND REPAII{ A(;I{EEMEI%'T BI EI~iORANIIIt~I OF BETWEEN/~IIINICII'ALIT¥ TI IlS MI".MORANDUI~I OF UNDEI~,S'I'^NDING made mfd entered into as ol Ihi~ herein thc "OWNER," and the Munlcipalily of Anchorage, herein Iht *'MUNICII'ALrI'Y." In consideration of Ibc mulual co~cnanls CO.laincd hcreh~. parties to this Memorandum of LIndcrstandlng n~rcc a~ Ibllnws: I. ~I)T'~NCEi) TVA~EWA'I'I,:I~'i'I~EAT~iENT ~T'~TE~IS. MtmTclpafily granls pcrmission lo Owner to otilizc and ol~rate an Advanced Trcalmcnl System (AW%'I'S), descried as ~_~ . 2. I)rfinili(in~. T~ I ~Z A. AIItrnlion. Any chnngc to thc design or [unction ofan AXVX~q'S Ih:tl Includes the Jnslallalion or removal of any parts, componenl~ or pieces not incl.dcd in the original conslrucliol~ ~rmil and design. Prior ~rforlniug any allcrnlJons lo an AW~"FS the owner re.si obl;lln n Waslcwolcr Disposal Syslem Constrt~clion I'crmil Dom Ihe Mmficipnlily pursuant Io Anchorage Municipal CtMe (hereinafter, "AMC") B. Ccrlificale orOn-Silr Syslems Approval. An approval by the Municipality orexisling x~aler and wastcwaler dislx~sal thc lime of property ~le nnd title transfer in accordance ~ ilh AMC 15.65. 'llles¢ approvals c¢Itify that tile xyst,zms arc' adcqua(c Ibr thc homes Ihat construction. Iht system from Iwrfvmli,ig as tlcsigncd. D. ~l~inlcnancc ~nd Repair. 'Iht scheduled and as needed rrplacemcnl of existing parts. COml~nCntS and pieces of an AWXXq'S that x~crc inch,dod thc original design xxhich wot,id allow thc AXVXXrlS to continue pcrfi~rm ~s designed. E. I'ermll (C,,slruclion) An On-Site Wnslcxvalcr Disposal Conslruclion I'crmit ns dcfincd by AMC 15.65. F. I'ermil (()pen~tin[) An Advanced X~astcwnlcr'l'~ca mcat O~rating I'crmit. An annual pcrmil, Js~tlctJ by the Mm;icil~alil), thai allows thc Oxx, nrr lo opcrafc an AWX~q'S. upon mecti,~ nil thc rrq,irements oFti~is ogreemrnt, the conditions oFOpc,ating I'¢rmit. the rcqqlircmclilS o~ ¢ On-Site Wastc~atcr ~)'slcm Ct, islrtlcliol~ I'crmit and all relevant provisions of AMC 15.65 J..J~ee~ Owncr sh~ll pay to Municipality an annual fcc o¢ ($ ~ .00), payable on or ~forc thc issuance of thc olwratln~ ~mtit and annually IhcrcaQcr. Thc n;mual fcc is duc on or before the anniversary dale ortho approval by thc Municipality of in~lallcd system. 4. :l'rrm. Thc term of Ibis Memorandum of Umlcrsla,ding sT;ali I~ rt~r Ibc life AWXX~S. 'l'hc term I~,in.~ on lhc dale or ni,prpval b)' thc MLmlcipalil), orthc in~tnlk, d s),~lcn, and 5hall conlinuc whilc Ibc A&VIV'[S syslcm is in usc or o~r~lional ~r Imtil spld or lill~ is Iransferrcd by o~vner n~td n new ccrlificalc t~rOn-Si~c the i~c~. o~ncr or Iransfcr~ oFlh~ prc, l~rly. ~. ~llernllnns~ lnslnll:~lion ~nd Ilemn~'nl ~[Ad~lilinn~l Equipm~-nl. O~sncr apl Io make nny nllcralions, rcm~val ofpn~s or nddilions Io Ibc A ~¥W'I'S ('onslrt~clion l'ermil from Iht Mm~icip~lil~. 6. ~lninlen:mce nn~l Ilepnlr~. A. 'l'hrougho~tl Ih¢ Icrm o~lhis Memn~ndum or IJnd~rslnndin~. thc O~nur shall maintain AW~S in ~ood repair. In nddilion, il shall I~ (he resl~nsibilily (~Flhe O%~rller durin~ Ih~ tcrm or Ihis ~lcmorandmn or Undcrstandin~, and an)' extcn~ipns t~r rcn~% als IhcrcuC at Ibc owncr's splc cx~ns~. Io pa), rk, r an), a,,d ,11: ( I ) ~Cl,nipls), 12) mainlcnancc, (3) adjtlshn~nl(s). (,I) rcplaccmcnl co~l~, pad (5) in~pcclinn co~l~. Furlhcr. Owncr a~rccs Io compl~ will all 81,1,1icabl~ ordinance, laxly. rules and ~rd~rs r~r Iht B. 0~ ncr a~rccs Io provide thc Mmficipalily 8 wriLzcn schcd~dc of ~oulinc I11ailllcl~allCC and repairs which havc l~un pcrrormcd on Ih~ s)'stcm I~flll~ alld condilions conlaincd in Ihe owner's A~V~V'I S OPeralill~ sdledHl~ shall b~ submjllcd Io Ihe MuniciPalil~ anmAnII), upon Ih~ pcnnil. 'lh~ schcdulC oFmainl~nnncc and rCl?alr conlain~d in Ihe C. O~ncr acknoss, ICd~cs Ihal lh~ finC sCh~d~d~ For railin~ Io mah~lain and ~Pai~ an AW~'I'S ar~ c~ifi~d in AMC 14.60. [,). O,,.,,~tcr agrees Ihat only I'llahttcriarlce. repair pcrseml,,:l C¢l'til~cd I'~,' th,,: I\hmicipalit.¥ will inspect and make any I~cccsr~ry m.3intcnan¢c. ~pair~ or ~rmiffcd nltcralio~t~ to Ih~ s)'stcnl. E. O~%~cr agrees lo grallt Ih~ Mtmicipalit¥ r~a~t~nnt~lc nccc~ h, t~t ntl,I ill~l~cI th~ AW~q'S tq~n 24 hou~ writlcll notice. F. Owncr agrccs that an)' ~alc or Iransrcr ordllc orlhc prol~rl~, ~ill ~ot c~'cur wilhout ancw Ccrtificalc o~On-Sil~ Syslcms Approval. G. Owner aCrccs Iha[ Ihc rclcvant provi~ion~ orlhe standard ~l~cificadon fur Aw%-r5 i~ Iht ~o~crnin8 ~rorcssional guidcllncs For Ibc co~slrucli<m. maintcnm~cc and r~pair of thc Owner's AWWTS. 7. ~.,,',h er. Thc railurc orcid~cr part~' at m~). limc lo enforce a provi~ien ol'lhi~ Memorandum o~ Undcrslandln~ shall in no way consllhdc a ~aivcr of Ibc ~r in m~y way cffcct Ibc validhy of Iht Mcmorandmt~ ef [Jml~rsl;mdin[~ or a,)' pa~t he,of: or thc ri~hl ors,ch pad)' thercaRcr Io enfor¢c each and ever). hcrcor. 8. ~mc'mlme~tl. A. This Mcmoramhml er Undcrslalldil~g shall onl~ be amended, modified or ch;raged I))' a ~'rlting. executed by atlthori/.cd rcprcscntadvcs or the pallic~, wid~ ~orm;dil~ oflhis Mcmo~ndum or Understanding wa~ executed at~(I such writi,F shall I~ al[achcd le Ihis Mcmorandum or U~ldcrstandin[ a~ an amcndmcnl. IT. For thc purpoRc5 oJ*all~.' alil¢lldmc'ltt Inodil~¢alio11 or chan[:c co.dilions erdds conlract. Ibc o111.1' atJlhori..¢(] rcprcRcltlati~.'c~; el'thc parlic<; nrc: Anchorat~c: J.~c!~.ip~ Officer C. Any altcmpt to amend, modify, or chnn~e Ihls COlltracl by eilher u.nulhorizcd ~prescntalivc or lmmlllsorlzed Illenlls slmll be void. 9. J.ri~diclion: Choice of l.nw. Any civil aclion arising &om Ihi~ Memorandum Undcrslanding shall t~ broughl i~ Ihe Sol.flor Coral fi~r Ibc 'llfird Judicial l)islficl Slnlc of Alaska al Anchorage. The laws oflhe Slale of Alaska shall govcrn obligalion~ of Iht iXlllJcs under lifts Mclnorandtml or Undcfslamllng. 10. ~ever:d~ilih'. Any provisions offll~is Mcmorandm~s or Undcrshmdmg dec,ced invalid by a courl orcoml~tCnl jurisdiction shall nol invalidate Ihe ~cmaining ~d'lhe Mcmoramhm~ of Undcrslanding. Dale:. _ gg_~ Da~¢: $'I-A'I'I! OF ALASKA 1'111RI) JUI)ICIAI. DISTIUCr IMIlNICII'A i.l'rY: GRE; !R ANCHORAGE AREA BOF IGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME-!)OCf'~ /)/(-/~t(/V'('50/': MAILING ADDRESS ,-~-)/'~ ,/ ] ;~'~-~ PHONE : ,/ ', / LEGAL DESCRIPTION / DISTANCE / ~:~ 7 ) ~ ? NUMBER OF - FROM WELe ~ MANUFACTURER -~2~/ MATERIAL /~ INSIDE LENGTH .INSIDE WIDTH (~e ~= LIQUID DEPTH ~ LIQUID CAPACITY ~ ~:--: GALLONS, SEEPAGE PIT: NUMBER OF PITS __ LINING MATERIAL DIAMETER __ OR WIDTH__ LENGTH , _ DEPTH . CRIB SIZE: DIA~METER- DEPTH DISTANCE FROM: WELL ~--- TOTAL EFFECTIVE BUILDING FOUNDATION .... ~NE"~REsT LOT LINE ABSORPTION AREA (WALL AREA) AD DITI ONA~LABSO RPTION SQ. FT. WFLL: BUILDING FOUNDATION CESSPOOL _ APPROVED CONSTRUCTION NEAREST NEAREST LOT LINE SEWER LINE OTHER SOURCES DISAPPROVED REMARKS DEPTH .... DISTANCE FROM: SEPTIC SEEPAGE TANK __ SYSTEM DISTANCES: 'F INSTALLED BY: ~..c. PIPE MATERIAL: Form No, EQ-031 DIAGRAM OF SYSTEM GREATER ANCHORAGE AREA BOROUGH PERMIT NO, DEPARTMENT OF ENVIRONMENTAL QUALITY SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT NAME DP APpL,DANT _/~: _ ,~' ~/~'~__ ~.,~,.~ ........ TYPE AND S~E OF FACHJTY T PHONE NOTE: T}tlS PERMI~¢ IS NOT VALID WITHOUT SOIL TEST __, SEEPAGE PIT//¢'1-?('2 DRAIN FIELD 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT GRAVEl. I;IACKFILL CONFORM TO L~OROUGH REGULATIONS REGARDING INSTALLATION. :.cl..'.-'. :: [ GERTIFY THAT I AM FAMILIAR WITN THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT Tile AE~OVE DESCRIBED SYSTEM 1S IN ACCORDANCE WITH SAID CODE. FORM NO. EQ-016 Performed For Dou~ Legal Oescrintion: LJot This Form Reoorts Soils Log ~ 3500 TUDOR :,CHORAGE, ALASKA 99502 ,.ASE # Block Date Performed 5-7-?~ ___Subdivision ~:F~ ~'~/~ 'T'~¢:+ ~ Percolation Test ~emth Feet Soil Characteristics ' i -d Was Ground Water Encountered? /~/~ IF Yes, At what Denth? Reading Percolation Rate Date Grmss Time Net Time Denth to H20 ~'le t IDro nl Prnposed Insta!latio.,: ce''-,dr~e Pit :>< nr:;iq Field - ,;el ti To [~r)~tom F)f Pit Or Trench~..~ ' Test Performed By ~,]4 .~ - GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection ~-'~ Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Approval requested by: C~ 'N~J. ~ Mailing Address: ~-2)<~0 "~__~" ~. Phone: ~.~'~t~ '-~ ~'~ ~ Property Owner:~~~,~ Phone: %~q--~%~ Mailing Address: ~ ~ ~'~ q~-~ 3. Legal Description: 4. Location: ~--~ ~,~~ 5. Type of facility to be inspected 6. Well Data: A. Type C, Construction "Z~-5~_ZZ,'( Sewage Disposal System: A. Instal]ed ¢.~Sep-t-ic~Tank: No. of bedrooms B. Depth D. Bacterial Analysis B. Installer 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Nearest lot line , Absorption area , Other contamination , Sewer Lines B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - R st for Approval of Individual ~er & Water Facilities Legal Description ~ \[~2_. ~} \) ~~ ~~ Comments Approved .~,Z,:~ ...... ~. ,~t ~A ~'"~-¢';~JDi sapproved Date Approval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St,, Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAl_ OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA ._~_ FHA CONV 2. Property Owner: Mailing Address: $_P,A__B~5.~2 ....... D.ay Phone 344-5879 Anchorage, Alaska 99507 3. Name of Buyer: Mailing Address: B x 334 Glenall~n~k_ Day Phone. 99588 4. Name of Lending Institution: The Lomas & Nettleton Co. Mailing Address: 3380 "c" Street Phone 274-7661 5. Name of Realtor or Agent: R. H. Kinney Mailing Address: 629 "L" St. suite 201 Phone 277-6505 6~ Legal Description: East ~ Lot 1 Location: Siefker Subd. Huffman Rd. 7. Type of Facility to be inspected: 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well ? 9. Sewage Disposal System Type of System: Public Utility Individual If Individual, date of installation ~Lr~l~zzo_~_ No. Bdrms. 3 X (on-site) x EQ-037 (1/74)