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Home My WebLink AboutCLEARVIEW LT 16Clearview Lot 16 #015-242-55 Municipality of Anchorage :?'::." Development Services Department" Building Safety Division On-Site Water and Wastewater Program. 4700 S. Bragaw SL P.O. Box 196650 Anchorage. AK 99519-6650 Page v~t,v.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. ~(~)(21~t~ ~ PIDNumber. """ ~/'~lf"~ ff' ~'~"{"~/'~°Fi WastewaterSystem: [] New [] Upgrade I~'~ ! t~ ~ ; ¢ar't'on /~'. ~n/_~or~.~. A~' ~,c~$j~ ABSORPTION FIELD LEGAL DESCRIPTION J. ~ ~,~ u* ~ ~'o.r VI E~) Well: [] New [] Upgrade ~"~ ~ SEPARATION DISTANCES lfilseptic [] Holding I-~ S.T.E.P. I-I Other. From~ Septic Ab$o~tiol~ Lift Holding Publlc/Pdvate ~a~au~.~ ~ ~. Capac~ Tank Field Station Tank Se~er Un, /~ t'1~/'10t" ~, 5 ~' n ,...w.,. ~oo~- ~o'+ \ /-'---..... ',FTSTAT,ON ,-- ts' ~a' /\ ._.._. "°~': BENCH MARK hack door- ~oo ..... 1~o34 Eagle rl~e, loop Roaa, Ne~s. 1~ ~-jO-Oo ,:..~..~~.,.--~ nspect~ons penormea Dy. ~e;, Ri~er, Aid*k. ~5~ ' 2m ~-- I I- O Development Se~ices Depa~ment Approval ~~ '~'" .....~. ~ Reviewed and approved by Date: ~- ~ ' O PERMIT NO..swO00085 PACE 2 oP 5 MuniciDoH-I:v oF DEPARTMENT OF HEALTH ANL~ HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION · P.D. Box 196650 ~..Anchor~geo Al~sko 995tg-6650·Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAI. LOT 16, CLEARVlEW S/D P.I.D. NO. 015--242-55 ~ KLATT ROAD __~o: u; ,_~,_~_~ .~_~_~ ~_.~ _/__~~ / /,, ~/ /~,~'TL /( ~// ~ ~ / / ~ ~ ~ ~roo~ ~_~/~ ,' ~L'~ LOT 15 PER,lIT NO. $W000085 PAGE 5 OF ..,% Municip. o.l. it oF .A.n c h.o.r' g g.e. DEPARTMENT OF HEA[..TH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 OAnchorage, Aiask~ 99519-6650eTeJephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL iNSPECTION REPORT LE¢^L LOT 16, CLFARVIFW S/D P.I.D. NO. 015--'242--55 ST FINAL GRADE/ FINAL GRADE/ MT1--79.3'j 94.8' NEW 1500 GALLON SEPTIC TANK ...Z~----.-'~'- 2" INSULATION A B C :CO 28.5' 5.0' - ~T1 41.0' 18.0' - C01 =93.0' ~T2 51.5' 25.0' - C02=93.8' )BL1 53.0' 26.0' - )BL2 54.0' 27.0' - ~'01 59.0' 28.0' 63.0' vlT1 60.0' 29.0' 6~.5' ~02- 50.0' 33.5' C02=86.5' NO WATER FOUND 72.3' B.O.H. 'J~.~ FROM : PARKAY ATRIUM BUILDING FAX NO. : 907-~3-8453 Ma~. 02 2001 Department of Health and Human Serv{ces 825 'L' Street P.O. Box 196650 An~orage. Alaska 99519-6650 PJck Mysfrom I, tt p~/v~w~.r.i anchorage.altus Mayor Permit ]Nu tuber:. #$W p00085 Date Of Issue: .5-4-00 ~ ~ner ~n~ & Addr~s: Parce! Identification Number: 015-242-,55 Chis Peterson 144f4 Riverton Ct. Depth (ft) Method of Drilllng [] airrotary [] cable tool From To Casing type: steel 0 2 Wall Tt~c~.css: .025 ~tches 2 12' · -'Di~mct~:_6 i~chc$ Depth: 156 ~cct ........... 12 51 Liner*l)pe: 51 54' . DL~et~r: inches De, th: fcct Cas|ng stlckup above ground: 2 fcct 54 105 Static water Level (fi.om ~'oun~ !cv¢1):-72 f'¢et 105 1'16 Pumphig kvcl: 64 fcct after 116 134 _2 hours pu~o[n~ ~0 btm 134 .139. · Recovery Rate:. ~0 LTm 139 ~51 ' Method ofTestlug: {mirlift 151 164 Well Intake Opening Type: [] Open Karl [] Open Hole [] Screened Start f~.t Stopped fcct [] Perforations Start feet Stopl:~,i fc~,t Grout Type: ~en:onlte ~ ~ Volume: ,1 bg Depth: Start 0 feet Stqptx'd_* fcct Pump: l~take Depth. feet Pump slzc · hp Brand Name Well Disln fected Upon Completion'/[] Yes [] No Method of Dislnfectlon: Clotlno Tablets Borchole Data: So{l Typ~, Thlclmcs9 & Wat¢~ Strata stick-up gravelly sltt ' ' gravel silt gravelly ail~ s/Ib/watersand & gravel - won~ clear .sandy silt wet silty water send & gravel gravelly sandy ~ilt bedrock, highly weathered - H20 Comments: Well Driller:. Alpine Drilling & Enterprises P 0 Box 110496 Anchorage AK 99511 Attention: The wellxlril~' shalt !~,:o;{dc a well log to thc property 0Whet within 30 days of completion and the property ~,~m~ e,e tJ~, ~,,~ll ~.4t I.~- ;.t. ~::; .: ._.;~ j ,.~ -~*,l I J,~, 4,~ ~ ~ ~4' .I-I ~,~i~ ,~--T-T; :..~..:. ~,.~,~.~ ,~414d,~ llft *~,~,e ¢~F ~.~,~,,~,~ ;~ ~' ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. Date: ~-//; /00 CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTHAND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFEREtTCE: LO ]- )~ The septic inspections for the referenced propert~ w~re performed on ~/~/~ and. ~*/o~ · Prior to submitting the On-site Wastewater Disposal System and/or Well~nspection Report we are waiting for the F~ r,~ ~ ~ to be completed. ~$~ survey If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E. 17034 NORTH EAGLE RNER LOOP * SUITE 204 * EAGLE RNER, ALASKA 99577 MUNICIPALITY OF ANCHORA GE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650. Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: May 04, 2000 Expiration Date: May 04. 2001 Permit Number: SW000085 Legal Description: CLEARVIEW LT 16 Design Engineer: 0003 S & S Engineering Owner Name: Chris Peterson Owner Address: 14414 Riverton Ct. Anchorage, AK 99516- Parcel ID: 015-242-55 Site Address: 011600 SNOWLINE CIR Lot Size: 40149 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: ,~' Disposal Field r~'~ Septic Tank !--'l Holding Tank ~'l 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. Received By: ~/~' ~'~ Date: .~" ~ ~-OO Issued By: ~ ROBERT C. COWAN, P.E. November 29, 1999 CML ENGINEERS (9O7) 694-2979 FAX (907) 694-1211 TEST MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 16, Clearview S/D it is requested that you issue a permit to install a septic system and well to serve the proposed five bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 11/19/99 water was not found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. CC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER. AL/~ KA 99577 1" -- 100' / / ~ // '"~o / ~.~?~ / ~,,.~ / ~/ / / / / SITE PLAN / / / / ~ / / / / II DESIGN 10' Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~.HR!..~ LEGAL DESCRIPTION: J-O~' /)(~ I d /~C.~,~/ ¢ ~' 2 3 4 5 6 7- 8- 10- 12- 14- ~7 C~ , O. th 18- 19- 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? _ E Reading Date Gross Net DePth to Net Time Time Water Drop :, /,,'ff,~,~ o -' (, ~/,~" - n ~o W,," = 0 I 3 :%" '/ "~ ., ., (; '/~." mo I 3~".,'' c, % PERCOLATION RATE )* '~ (m,nute~,nch) PERC HOLE DIAMETER ~" TEST RUN BETWEEN ~" FTAND ~ FT PERFORMED B~7-~-=----.--,.; ?-~--.- [--~ ~=c~ ~.. O0~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE F~A~TA~I~'CIPAL GUIDELINES iN EFFECT ON THIS DATE: DATE: 72-008 (Rev, 4/85) ROBERT C. COWAN. P.E. CML ENGINEER~3 (907) 694-2079 ON-SITE WASTEWATER DISPOSAL SYSTEM FAX(907) 694-'12! CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 16, Clearview S/D November 29, 1999 GENERAL: The scope of this project includes the installation of a new 1500 gallon septic tank and a new trench to serve the proposed five bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Depaxtment for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER, ~KA99577 ,lq Page 2 Lot 16, Clear. law $/D November 29, 1999 o All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. ofcover shall be insulated· A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfleld. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCIi/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom ofthe excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. o A silt barrier must be installed between the final gravel layer and the native soil backfill· Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches· The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 16, Clearvlew 8/D November 29, lggg MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: T_vpe of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM FSI0 0tDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal)· A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfleld gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the/t200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot 16, Cl®arvlew · November29, 1999 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt ban-ier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Development Services Department c� Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 015-242-55-000 Expiration Date: Legal description CLEARVIEW LT 16 Site address 7928 FROSTLINE CT Anchorage AK 99507 10/14/2023 Current property owner(s) ROBBINS STEPHEN DOUGLAS &WENDY W X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 7/14/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services 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 work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory X Arsenic Advisory Other COSA Approval—June 2022 MUNICPALIT OF ANCHORA GE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I. D. 015-242-55 Complete legal description CLEARVIEW; LOT 16 Location (site address) 7928 FROSTLINE COURT *ANCHORAGE, AK Current property owner(s) WENDY ROBBINS 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 1-281-650-9397 3. TYPE OF WATER SUPPLY: I Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 23 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 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 $ Waiver Fee $ Date of Payment�Z-7j Date of Payment cosA # (�S �- Z 3 Z `� Waiver # COSA Applica0on_June 2022 COSA Checklist Legal Description: CLEARVIEW; LOT 16 Parcel ID: 015-242-55 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA Al Well log is filed with Onsite (or attached) Date drilled 7/1/2000 Total depth 164 ft Cased to 156 ft Al Sanitary seal is functioning correctly A Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 5/16/2023 Static water level at beginning of test 69.6 ft. Comments B. TANK DATA Measured operating fluid level in septic tank 51 Date of pumping 3 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 5/10/00 H ALL standpipes present per record drawing Total measured depth from grade 12.8 ft (max) Measured depth to pipe invert from grade 6.5 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) NO If yes, enter date - Comments/Deficiencies: COSA Checklist June 2022 Well production at time of test 4.0+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes R No doliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L [arsenic less than MRL (ND) Collected by GARNESS ENGINEERING GROUP, Date �( C. LIFT STATION ❑ Required maintenance c Age of lift station years Lift station erial Adequacy test date 5/16/2023 Results Q Pass Fluid depth prior to test 5.5 in Water added 924 oal New fluid depth 28 in Elapsed time 120 min Final fluid depth 19 it Absorption rate 750+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 84 in Effective depth used 27 in Effective depth remaining 57 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' -1 ❑i Yes if No ft FO Yes if No ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Absorption Field on Lot > 100' [E Yes if No ft Holding Tank > 100' RlYes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' F!] Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft Q Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No *5'+ ft Surface Water > 100' Q Yes if No ft Tank to Property Line > 5' Field to Property Line > 10' Water Main > 10' Water Service Line > 10' Q Yes if No ft Q Yes if No ft Yes if No ft R Yes if No ft F. ENGINEER'S COMMENTS *MET CODE AT TIME OF INSTALLATION Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' M Yes if No ft 0 Yes if No ft If tank or field is under driveway comment below 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 Gayness Engineering Group, LTD. (GEG) Engineer's Printed Name Jeffrey A. Garness Phone 907-337-6179 Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the systems on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 OF.A U �4 S4o 4 �pd0 04 e fi y A. Garness 9• '•, 04 E•- 795 2 ;®O e.• -...• oho p0 LICENSEE Profess -1--111 #AECC884 ��OOOO�a f �VIUMCIPAUTV OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT On -Site Water and Wastewater Section `s7 www.muni.org/onsite Septic Tank Advisory Certificate of On -Site Systems Approval # OSP231228 Subdivision: Clearview Block: , Lot: 16 907-343-7904 Fax: 343-7997 The septic tank for this property is 23 years old. The average life of an asphalt coated steel septic tank is 20 years. Typical replacement costs are $10,000 or more, not including engineering, surveying or MOA permitting fees. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like.