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SIEFKER TR 1 E2
$i ker Tract O! #015-281-17 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number:.OSP251138 PID Number: 015-281-17 Dwelling: E Single Family (SF) El with ADU F] Duplex (D) El Two Single Family Project: El New Z Upgrade Name MARK & CHRISTINE MACHKOVICH ABSORPTION FIELD — IDSF RIP & REPLACE REBUILD (R&R) El Deep Trench R Wide Trench E Bed El Mound Site Address 3435 HUFFMAN ROAD, ANCHORAGE [] Other Phone Number of Bedrooms Soil Rating depth from original grade 1 3 2 GPD/SF JTotal 3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.75 FL Gravel depth beneath pipe (Y of pea gravel) 0.25 Ft, Subdivision Block Lot SIEFKER TR 1 E2 Fill added above original grade VARIES 1.14'— 1.8 Ft. Gravel length 20 Ft. Township Range Section Gravel width 18 Ft. Beds: Number of Lines 10 Distance between lines 1.5 Ft. SEPARATION DISTANCES To Septic Absorption i Holding Sewer Lift Station Total absorption area Number of trenches Dist. between trenches Tank Field From Tank Line 360 Ft' Ft. Well 50'+ 25'+ TANK ED Septic El S.T.E.P. El Holding [I Other EXISTING Manufacturer EXISTING — PREMIER PLASTICS Capacity 1000 Gal. Surface Water 50'+ Material HDPE Number of compartments 2 Lot Line 10'+ NA Foundation 10'+ LIFT STATION Manufacturer EXISTING — PREMIER PLASTICS Capacity 550 Gal. Remarks IDSF REBUILD & ELEVATED. INSULATION. Alarm location Electrical installed by INSIDE HOUSE W SIDE LUCIAN LOEBS W/ BRO. ELECTRIC PIPE MATERIAL House totank Tank to 3034 Installer ZOLLINGER CONTRACTING ________'---- drainfield ____ Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection 15t 5/17/25nd 5/18/25 Location and description dates: 2 3`d 5/18/2025 4'" 6/5/25 ITOP OF MH ON-SITE WATER AND WASTEWATER SECTION APPROVAL'11 k1k, k4k�W Conditional Approval: Date TH . ......... . .......... Septic Systern.... Alz )proved7/, Curtis Huffman /. CE 128991 DatPROFESW'�06/06/25. _43 4! g Note: include /nts. . this approval does not well permit requirem (Rev 05J02/18) 34 . 3 ' 14.3' 2. 0 ' 19.7' 16 . 1 ' 30.4' 28 . 4 ' 8.0' 20 . 0 ' 56.4'EL E C . GAS SINGLE STORY 3BR RESIDENCE 12.5'x20.5' SHED PID:015-281-17PERMIT:OSP251138 FIRST WATER CONSULTING SIEFKER TRACT 1 E2 34.3' 14.3'2.0' 19.7' 16.1' 30.4' 28.4' 8.0' 20.0' 56.4'ELEC. GASSINGLE STORY RESIDENCE 12.5'x20.5' SHED LEGEND DECK OVERHEAD UTILITIES POWER POLE LIGHT POLE EDGE OF ASPHALT RECORD DATA PER PLAT #P-286 SEPTIC PIPE WELL SEPTIC TANK LID TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.104 SCALE: 1" = 20 FEET DATE: 6/13/2025 SHEET: 1 of 1 MOA GRID: SW2735 SCALE: 1" = 20 FEET(11"x17") 20'0' 40' AS-BUILT OF: ADDRESS: 3435 HUFFMAN RD, ANCHORAGE, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT EAST 1/2 OF TRACT 1SIEFKER SUBDIVISIONPLAT #P-286 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251138 Work Type: Septic Upgrade Tax Code Number: 01528117000 Site Legal Address: SIEFKER TR 1 E2 G:2735 Site Mailing Address: 3435 HUFFMAN RD, Anchorage Owner: MACHKOVICH MARK A & CHRISTINE Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 5/14/2025 5/14/2026 r. m Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing 3 Received By: i ice`s— Date: Issued By: -- Date: j -2-E� t ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-281-17 Property owner(s) MARK & CHRISTINE MACHKOVICH Day phone Mailing address 7435 HUFFMAN ROAD, ANCHORAGE, AK 99516 Site address 7435 HUFFMAN ROAD, ANCHORAGE, AK 99516 Legal description SIEFKER TRACT 1 E2 Number of Bedrooms 3 Engineering Firm FIRST WATER CONSULTING Building Permit Number Not Applicable X APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field rx-1 Initial E] Septic Tank n Upgrade nx Holding Tank El Renewal El Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: 5(3'soo Date of Payment: 02 ' /5- Permit No. 0 spps-/ Waiver Fees: Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! May 12, 2025 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: SIEFKER TRACT 1 E2 The septic field has failed and on behalf of the owner we request a septic permit to upgrade the system on the above referenced lot. It appears that the bottomless sand filter (IDSF) absorption field has developed a biomat in the top 3-4” of the sand and pea gravel and is not operating properly. We propose to rebuild the IDSF by removing all the sand along with any contaminated or biomatted material, elevating the existing field by adding 2’ TypeII soils, then sand and pea gravel in the IDSF. The existing components (Plastic tank, Fat Albert pump basin / tank, pressure line and airline, alarm, air compressor, flushing valves,…) will be inspected and continue to be used unless deemed needing to be replaced. The lot and adjacent lots are served by private water with public wells across Huffman Road that must be staked along with the property lines prior to construction. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251138, Curtis Townsend, 05/14/25 34 . 3 ' 14.3'2. 0 ' 19.7' 16 . 1 ' 30.4' 28 . 4 ' 8.0' 20.0' 56.4'EL E C . GASSINGLE STORY 3BR RESIDENCE 12.5'x20.5' SHED FIRST WATER CONSULTING SIEFKER TRACT 1 E2 DESIGN CALCS: NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251138, Curtis Townsend, 05/14/25 34 . 3 ' 14.3' 2.0 ' 19.7' 16 . 1 ' 30.4' 28 . 4 ' 8.0' 20 . 0 ' 56.4'EL EC . GAS SINGLE STORY 3 BR RESIDENCE 12.5'x20.5' SHED FIRST WATER CONSULTING SIEFKER TRACT 1 E2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251138, Curtis Townsend, 05/14/25 LEGEND DECK OVERHEAD UTILITIES POWER POLE LIGHT POLE EDGE OF ASPHALT RECORD DATA PER PLAT #P-286 SEPTIC PIPE WELL SEPTIC TANK LID 34.3' 14.3'2.0' 19.7' 16.1' 30.4' 28.4' 8.0' 20.0' 56.4'ELEC. GASSINGLE STORY RESIDENCE 12.5'x20.5' SHED TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.104 SCALE: 1" = 20 FEET DATE: 5/8/2025 SHEET: 1 of 1 MOA GRID: SW2735 SCALE: 1" = 20 FEET(11"x17") 20'0' 40' AS-BUILT OF: ADDRESS: 3435 HUFFMAN RD, ANCHORAGE, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT EAST 1/2 OF TRACT 1SIEFKER SUBDIVISIONPLAT #P-286 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 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 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 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 TRACT 1-E2 SIEFKER S D B.J.J. 7 3/4/2009 rring DESIGN CRITERIA: 3 BDRM = 450 GPD SOILS = 2.0 GPD/SQ.FT. 450/2.0 = 225 SQ.FT. REQ'D. FLAT 15661 S. BIRCHWOOD LOO \ CHVGIAK, ALASKA 99567 P91ONC1 (907)694-2979 FAX/ (907)694-1211 I.D.S.F. CRITERIA: 5.0' DEEP 2.0' M.O.A. APPROVED SAND 0.25' EFFECTIVE n 10' WIDE 36LONG rur Yll"Al rUT RUSHING VALVES 1 `1 1r- rUT' I I 1 I NETT: — _... FLAT �i.U.9.f — I TH FLAT r1A N FLAT EUT PRESSY =X. EXISTING NIXDIHG TANX TO 4 BE ABANDONED SOUPL TELY EX15ONG 5[PTIC TANX T� BE y• PUMPED! CRUSN[D. ANDABANDONII --h9 FLAT FLAT _LL RADNS L ---_-- FLAT lx I x AT FLAT 0.BERT NDPE SEPTIC TANK ROPESE0 looD GALLON DPE SE PNC TANK EXISTING TRENCH F(TO BE ABANDONED COMPLETELY) I OF 2 MT ALE. SITE FLAT Z Eur c� ....... .........-- EUT Lu i p FLAT ' ERISTINB I GARAGES I I IROPOSED S I B REU0OvE(D Z I I Q -CONTROL BOK J 1 \..�r . ^ rUT^ . a I I E. AND AURJ w VI rur Yll"Al rUT RUSHING VALVES 1 `1 1r- rUT' I I 1 I NETT: — _... FLAT �i.U.9.f — I TH FLAT r1A N FLAT EUT PRESSY =X. EXISTING NIXDIHG TANX TO 4 BE ABANDONED SOUPL TELY EX15ONG 5[PTIC TANX T� BE y• PUMPED! CRUSN[D. ANDABANDONII --h9 FLAT FLAT _LL RADNS L ---_-- FLAT lx I x AT FLAT 0.BERT NDPE SEPTIC TANK ROPESE0 looD GALLON DPE SE PNC TANK EXISTING TRENCH F(TO BE ABANDONED COMPLETELY) I OF 2 MT ALE. SITE Eur a:...- ....... .........-- EUT i STALL rCO ERISTINB I GARAGES I I IROPOSED S I B REU0OvE(D BHOUSE NOVS[ I I I -CONTROL BOK 1 \..�r . ^ rUT^ . I I E. AND AURJ F'-' I I I -�--�----------------C--- t As Fe .00 .........„a14 .. �. To art A. Shofw ; ar Ne 1457.2 ?_>;� MAY rur =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) MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251226 Parcel ID 015 -281-17 Expiration Date 5/21/2026 Legal description SIEFKER TR 1 E2 Site address 3435 HUFFMAN RD Current property owner(s) MACHKOVICH MARK A& CHRISTINE X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: Original Certificate Date: 6/13/2025 This C ificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject sys m(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Zvelopment Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory X Tank Age Advisory Arsenic Advisory Other 1. GENERAL INFORMATION Parcel I.D. 015-281-17 Complete legal description SIEFKER TR 1 E2 Location (site address) 3435 HUFFMAN ROAD ANCHORAGE, AK 99516 Current property owner(s) MACHKOVICH MARK & CHRISTA Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: FNJ Private Well serving # 1 dwelling units ❑ Other Non-public well as regulated by MOA ❑ Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: F0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel R Plastic ❑ Concrete ❑ Fiberglass Age 16 - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS n Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 113-0 Waiver Fee $ Date of Payment (P Ll �� Date of Payment COSA # L �2 S-1 Waiver # COSA Application Apr2025.doc COSA Checklist.docx COSA Checklist Legal Description: SIEFKER TR 1 E2 Parcel ID: 015-281-17 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled *CIRCA 1975 Total depth *UNK ft Cased to UNKNOWN ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18 in. Date of flow test for COSA 5/21/25 Static water level at beginning of test 31 ft. Well production at time of test 5+ gpm Water storage tank volume NONE gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 7.98 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 5/21/25 Comments *PER MOA DOCS – DATE & STATE WELL DEPTH OF 50’+ B. TANK DATA Measured operating fluid level in septic tank 39” Date of pumping 05/06/2025 Required maintenance completed, if AWWTS Comments: PREMIER PLASTIC TANK C. LIFT STATION Required maintenance completed Age of lift station 16 years Lift station material PLASTIC – FAT ALBERT Comments: FILTER INSTALLED (NONE PREVIOUSLY) D. DISPOSAL FIELD DATA Which system tested (date installed) NEW FIELD ALL standpipes present per record drawing Total measured depth from grade 4.8 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date Adequacy test date NEW FIELD Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – NEW FIELD Effective depth (per record drawings) 3 in Effective depth used 0 in Effective depth remaining 3 in Comments/Deficiencies: COSA Checklist.docx E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No *50+ ft Neighboring Tank > 100’ Yes if No ft Disposal Field on Lot > 100’ Yes if No *50+ ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft Field to Foundation > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No *5+ ft Water Main/Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No *50+ ft Wells on Adjacent Lots: Wells > 100’ Yes if No *50+ ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS *MAY MEET CONVENTIONAL SEPARATIONS, BUT SYSTEM MEETS CATIII/II SEPARATION DISTANCE REQUIREMENTS. G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 06/06/2025 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 06/06/25 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this /#i Day of j U k,e of 20 :?S', by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description) 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality_ It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. e , ' Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. A,— Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. ,&--- Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 4-6- Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement_ (rev. 05/18/2018) Page 2 of 3 OWNER: By: (signature) JPname) STATE OF ALASKA ss. THIRD JUDICIAL DISTRICT Date: L2 0 25 The foregoing instrument was acknowledged before me this -M of —,'J4/L.P- 2025,by_aWh C Mjj)bk "OpRA.01, tIOTAR NOTARY PUB OR My Commission expires: S, MUNICIPALITY: By: Cp� (signature) J -j (print name) (rev. 05/18/2018) Date: 6 0 Title: Page 3 of 3 .'�/1lJrTICiPALI'I'ei OF AtacxoTcn�Qp a Coznxnpnity Aevelopraer<t Y7epartmcrse ° On�Sit� WSW & Wa�� �o�cam P: 907-343'7904 e F: 907-343-7997 • P.Q. Bax 196650 A.fohoraf3e, AY 99514-6650 ° h .77�, ,•ntuni.org/buildsn Intermittent Dosing Sand Filter _ Maintenance Log Street Address., 4] �" fl r28Owner_PID Phone-- Legal Legal Dese, goof JA taw., -Sludge level inches -Pumping: required es o `Pumping completed & or�p 'on fFiieaSi; -Liquid level .,,inches -Flushing valves per approved design fno •All flushing valvas opened, distribution lines flushed, and flushing valves closed yes Lift station: •Pump basket cleaned e o •Biotube effluent filter cleaned es o -Timer float settingJinches •High level float settings„inches -Reference point. loT— Q � °�-- -Pump on L seconds -Pump 0ff___faf_2--eminutes -Cumulative lifetime cycles_ /V/& •Cumulative run time 1VIA Fours ,,Operation satisfactory es no Air ft2tem: -Air pump filter cleaned es o -Air pressure psi ,Date of latest install or rebuild _ Q0 o1_3 *Air system operationsat fa o no It 9atlgb ctory Alarm S,xs= .Dedicated electrical circuit @ no -Audible and visual alarm inside dwelling Y o -Float setting inches -Alarm system operation satisfacto not s tid 11a,ory Comments: .................. 11�.� .... QCs .....Y.....1. �: �?..... .5.E.,n fc.�.z�.,.......... ...............i. .,........................ ...,............... ....,.......,,........,...... I .......................... ., ......................... Maintenance Provider: Technician Company Signature IDSF Maintenance Log_94031 3,doc Date of mainten MUNICIPALITY DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On -Site water and wastewater Section Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On -Site Systems Approval # OSC251226 Subdivision: Siefker, Block: , Lot: Tract 1 E2 A water sample revealed a nitrate concentration of 7.98 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems., While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Maili"dress P DBox196650pnch * urage, Alaska99519 Gb50 wvuw muni org .` Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. r, Mailing Address P U Box 195650 *Anchorage, Alaska 9519-6650 * www muni org