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HomeMy WebLinkAboutEAGLE CREST #1 TR B LT 28 ., ..... , Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SAJc~'D//~ PID Number: ~be,~ ~yIo~ Waslewater System: D New ~pgrade A~,,,,:~.O. ~o~ ~tt~ ~.e. ~ ~ ABSORPTION FIELD Ph~': I~°'°f~r~ms: q ~pT.nch ~ShallowTrench DB~ DMound ~Other LEGAL DESCRIPTION so.~..o: TOtal ~th from ~igi~l grade: WEL~ D New D Upgra g~h ~t~ ~ Ft. I ~EPARATION DISTANCES ~pti~ ~ Ho~di~ e S.~Z.P. Su~ace Cu.ain ~ I E~tri~l '~i~, ~o-- b~ ENGINEER'S Department of Health and Human Se~ices ~pproval AS-BUILT SYSTEM DETAILS/SITE PLAN Permit sw980113 EAGLE CREST S/D,TRACT B, LrlT 28 PIDffO50-291-23 SCA~E, 1; = 50' B-C=42.15' FINAL GRAD[ ~ / A_F=66.55, ~/ I TANK ~ I SEWER ROCK 9-0=58.65' ~~ FINAL GRADE SCALE, NTS SE~ER ROCK PREPARE~ FOR' ~ · ,... ,,... FIELD COOKS C~m: ENGINEERING ~ ~--~SSlO~ *~u,,,: - o~,: 3/4/99 EAGLE RIVER, AK 99577-8736 ~~ NW0054 ~c~ ¢,~: 98041.0W0 ~ u~-: 98041 (907)696-61 MUNICIPALITY OF ANCHORAGE Deparlment of Health end 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 PERMIT Upgrade Date Issued: May 13, 1998 Expiration Date: May 13. 1999 Permit Number: SW980113 Design Engineer: 0070 KND ENGINEERING Owner Name: Robert Taylor Owner Address: PO Box 774113 EAGLE RIVER. AK 99577-4113 Parcel ID: 050-291-23 Legal Description: EAGLE CRESTTR BLT 28 Site Address: 019030 2ND ST Lot Size: 17820 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Pdvy [] Private Well [] Holding Tank [] Water Storage Ail construction must be In accordance with: 1. The attached approved design. 2. AIl requirements specified tn Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of A~aska Wastewater Disposal Regulations ( 18AAC72 ) and Ddnking 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. 5. The following special provisions. Received By: ~/'~'~t~,.~ j ~ ~......._., -f ~--'7 ~,.,~ J Date: o-./B ENCINEER, NG 20441 PTARIVIIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX O07)696-8111 April 22, 1998 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Upgrade Sewer Permit - Eagle Crest S/D, Tract B, Lot 28 Gentlemen: On April 15, 1998, we excavated a testhole for the subject property. The results of this test and water monitoring are attached. We propose to install a 5' wide shallow trench. The testhole indicated water at 10.5' during our excavation and at 10' after monitoring one week. Additional fill will be placed over the system to provide a minimum of 3' of cover when complete if required. There is sufficient area for the primary within the radius of the testhole for the four bedroom single family residence. The existing filed will be retained and a diverter installed for possible future usage. The existing tank will be abandoned in place. Due to well radii the trench was split with a variable flow splitter placed between them. Lots are served by either public water or individual well. The subject lot is served by public water. There are no public or private wells within 200' of our proposed system location. There is neither surface water within 100' nor any known curtain drains within 50'. We do not expect that there will be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, ]I~I"] ID Engineering Kenneth M. Duffus, P.E. attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test WELL & V/ASTE~CATER DISPOSAL SYSTEM DETAILS/SITE PLAK EAGLE CREST S/D,TRACT B, LrlT 28 SEC STREET LOT · LBT ~7 LOT 89 4 BDRI EXISTING SYSTEM / i SEPTI( i SEPTIC "-. ,. U'tll Es~ "'"'"'VARIABLE SPLIT] ,..: ..... o.-.:'v PRBP[ISED PRIMARY :~YSTEM SEPTIC DESIGN DETAILS 4 BDRM X 150 GPO -- 600 GPO 600 GPD/O.6 GPD PER SQ. FT. (80 MIN/IN.)= 1000 SQ. FT (1000/(59) X 0.5(RF) (4.0' GRAVEL) = 100 FT. TRENCH N~ ~U~UC ~tS V~W ~0~ ~r Tot~t depth oF system IS 6.0' FrOM original grade. Na .e]v^~ ~u.: ~ ~ mr Tot=t depth oF gr=vet below distribution pipe Is 4.0' , ~ ~ ~T ~ ~mm 1. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF 44' COVER. 8. INSULATE TRENCHES ~ITH 8' HD BURIAL FOAM.. ~ m ~ ~Y $ VA: 3. CONTRACTOR ~ILL ENSURE MAXIMUM ~% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL ~ILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. _. EAGLE RIVER, AK 99577 Score, 1'= 50' ~SS~O~ ~ *~,: _ D*~ 4/22/98 EAG~ RI~R, AK 99577-8736 Mumc~pality ol Anchora9e DEPA~I rMEI'I I' OF FIEALTH & HUMAN ,';LIIVICLS 825 'L" Slreel. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 5 6- 7- 8- 9. 10 11 12 13 14 15 16- 17- 18- 19- 20- PERCOLAt'ION RATE /° ~--~- Im'nute~n¢l~) PERC I'IOLE DIAMETER lES! RUN BEt'WEEN ~) ~' I AND ~/4/ Fl Municipalily al Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Slreet. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION ~i~L~.~ ~ L/~ Township. Range. Sechon: , ;/d --, SLOPE , x,,/,I ,,~.,.. 3- 4-- 5 6 7 8 g- 10- II 13- 14 15 16 17 18 19 20 COMMENTS SITE PLAN Gros4 Net Depth to Re~dlmj Dale Time Time Water Drop / ,/./5-~,e 7:~5. -- i_o" _ ~ ,~ :o~ /D~,~ ~ Yz" ~/z" ~ ~ ~:,~ _ ~..._ 7 ~ ~: ~ - /~ '-- 15.oj4. NAME MUNICIPALITY OF ANCHORAGE \ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT I Clq.390J rn ,PGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCATION .NO. OF SEDROOMS DISTANCE TO: DISTANCE TO: IF HOMEMADE: Inside length Well Dwelting DISTANCE TO: No. of lines Total length Top of tile to finish grade ., / Material Length W~dth Depth Type of crib DISTANCE TO: DISTANCE TO: Crib diameter Crib depth Well Building foundation Building foundation Sewer line OTHER PiPE MATERIALS SOIL TEST RATING I INSTALLER REMARKS Width Material Trench Liquid depth ~ PERMIT NO. Liquid capacity in gallons Distance between lines/t/~ I PERMIT NO. Nearest lot line D~stance to lot line Septic tank I APPROVED 72-0f 3 (Rev. 3178) DATE LEGAL "° DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ! ~IEW MAILING ADDRESS J LEGAL DESCRIPTION ~[ Manuf~turer ~r~Cr Mater'~r ~ NO. of compartmentsz Liq. capacity in gallons IF HOME.DE: Inside length ~ Width Liquid depth ~O ~ DISTANCE TO: Well Dwelling PERMIT NO. O Z ( Manuf~turer Material Liquid capacity in ~llons NO. O' 'in~ g Len~" of each ,,ge '', f~/al length of ,'nas / Trench widt DiStance ~t~en bid, Length Width ~pth PERMIT NO. ~ ~ DISTANCE TO: Well Building foundation Nearest lot line ~ DISTANCE TO: OTHER SOILTESTRATING I ~, r~ I ~' INSTALLER REMARKS APPROVED DATE LEGAL MUNICIPALITY OF ANCHORAGE,._ . Department~'~f Health and Environmenta'?rotectzon 825 - ~ Street, Anchorage, AK. ~ ~501 - 264-4720 ~ # # HANDWRITTEN PERMIT Permit ~ 83 WELL AND/OR ON-SITE SEWER PERMIT Applicant: ~t~%~1_~-- ~Cx,~d-' Mailing Address: Lbcation: ¢'~' Phone Number: Legal Description: i~ -p~. S. ~ ~' Lot Size: Type of Soil Absorption System Is: Trench: ~/ Drainfield: _ Seepage Bed: Holding Tank: Maximum Number of Bedrooms: ~ Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is:' DEPTH LENGTH c{7 . GRAVEL DEPTH w' WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall Pipe and the bottom of the excavation(in feet). # ~ REQUIRED SEPTIC(HI3-L--9'lflqG) TANK SIZE = /60 d GALLONS # ~ Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. # ' * TW0(2) INSPECTIONS ARE REQUIRED # # ~ Backfilling of any system without final inspection and approval by this departmen will be subject to prosecution. M/nimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper.installation. ' # ~ PERMIT EXPIRES DECEMBER 31, 1 9 8 3 ' ' ' I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if th~residence is remodeled to.include more that 3bedrooms. Signe~: C~,~/ ~ _~.~._~/ Issued by: ~ ~ ~~ Ap[Ylicant Date: SWP/024(1/81)~O~ z 1~6--0 ~ ~'~ so,,s LOG MUNICIPALITY OF ANCHORAGE D PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorlge, Alaska 99501 2644720 SOILS LOG -- PERCOLATION TEST ~ ~-~-~.~_ 0~)/--~ 8 I.d 28 Tra-. SIT[ PLAN 10- 11 13- 14- 15- 16 17 18 19 2O WAS GROUND WATER ~C') I~ ENCOUNTERED? O P IF YES. AT WHAT .._.. E DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN FT AND (minutes/inch) FT COMI CERTIFIED BY: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE ® Development Services Department c 4 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 050-291-23 Certificate of On -Site Systems Approval Expiration Date: 5/24/2024 Legal description EAGLE CREST #1 TR B LT 28 Site address 19030 SECOND ST Eagle River AK 99577 Current property owner(s) ROBERT M & TERESA TAYLOR X The On -site system(s) is/are approved for 4 bedrooms Conditional approval for Comments or advisories: A bedrooms, with the following stipulations: Original Certificate Date: 3/27/2024 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 Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF Development Services Department c On -Site Water & Wastewater Section ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-291-23 Complete legal description Eagle Crest #1 Tract B Lot 28 Location (site address) 19030 Second St. Eagle River, AK Current property owner(s) Robert & Teresa Taylor Day phone 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ 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: © Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 26 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ 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 $ o Waiver Fee $ Date of Payment 3 / 2o?9 Date of Payment COSA # S C / C 0 Waiver # COSA Application —June 2022 COSA Checklist Legal Description Eagle Crest #1 Tract B Lot 28 Parcel ID: 050-291-23 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ELL DATA ❑ Well log with Onsite (or attached) Date drilled I depth ft Cased to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Comments Public Water B. TANK DATA Measured operating fluid level in septic tank 49" Date of pumping 5/24123 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA North Trench/South Trench Well production at time of test gpm Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ❑ Nc ❑ Coliform bacteria is Negative trate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑Arsenic less than MRL (ND) Collected by Date FT STATION ❑ Require inti Age of lift station . Lift station material Comments ce completed —vea rs Which system tested (date installed) 5128198 Adequacy test date 3/6/24 0 ALL standpipes present per record drawing Results ❑Pass Total measured depth from grade 7.6/6.5 ft (max) Fluid depth prior to test 34 in Measured depth to pipe invert from grade 3.6/2.5 ft (min) Water added 600 gal ❑ N/A — pressurized field. New fluid depth 39 in ❑ Per record drawings, field is insulated. Elapsed time 1440 min ❑✓ Monitor tubes go to bottom of effective. Final fluid depth 34 in If not, state depth into effective Absorption rate 600+ gpd Presoaked required if FIELD STATUS — POST RECOVERY (Required if house vacant or field not used for more Effective depth (per record drawings) 48 in than 30 days prior to date of test) Gallons introduced 2000 gallons 3/5/24 date Effective depth used 34 in Any rejuvenation treatment (past 12 months) Effective depth remaining 14 in If yes, enter date Comments/Deficiencies COSA Checklist June 2022 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' ❑ Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes if No ft 0 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' Q Yes if No ft Surface Water > 100' ❑./ Yes if No ft Tank to Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑./ Yes if No ft Private Wells > 100' 0 Yes if No ft Water Main > 10' © Yes if No ft Community Wells > 200' © Yes if No ft Water Service Line > 10' ✓❑ Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS 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 Arcterra Consulting Phone (907)-696-6111 Engineer's Printed Name Kenneth Duffus Date �VK� 5 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. + � ;1140 The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The ��/ it flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year Al and the water usage of the family being served by the system. The operational life of all well and septic 41 �g systems are subject to these various and dynamic characteristics and are outside the control of the evaluator A of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will M function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist. �� KENNETH M FUS CE 10`Z 4 +i COSA Checklist June 2022 Septic Tank Advisory Certificate of On -Site Systems Approval # OSC241060 Subdivision: EAGLE CREST #1 Tract B, Lot: 28 The septic tank for this property is 26 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. 5 �Ma�hng Address P O Box 196650 *Anchorage, Alaska 99519x6650 *�vuww muni org o �sFtCTERR,q �n ti s �f co N 4eR SUlTI NG March 27, 2024 ARC 1 ERRA CONSULTING, INC 20441 Ptarmigan Blvd. Eagle River, AK 99577 Office (907) 696-6111, Fax (907) 868-3793 Curtis Townsend Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Response to Concerns for COSA Approval — EAGLE CREST 91 TRACK B LOT 28 In the process of approving a COSA for the subject lot, you raised concerns in regards to separation distances of the on -site septic field to the property line based on clean out locations provided by the survey we provided dated March 15, 2024. Per your request, this letter is to respond to these concerns and provide additional context to the situation. The septic system was installed May 28, 1998, with the edge of the field installed 10' from the property line and outside the utility easement. The field was installed by Walker Construction who at the time, had the field staked prior to excavation. Since 1998 multiple changes to the property appear to have occurred based on record documents, the extent of which we are not fully aware. However, based on record documents they appear to include, additions to the house, moving the FCO, and a fence being installed over a portion of field and on top of CO (G). On March 6, 2024, we conducted an adequacy test and our results and observations were provided in the COSA dated March 8"' along with a copy of a survey of the property. Since that time, you have raised a number of concerns for which we have tried to respond to in an attempt to expedite the issuance of the COSA which as you are aware is time sensitive. In particular you noted correctly that the survey CO (G) and CO (H) as marked on the 1999 as -built septic drawing did not match the 2024 survey. We provided you additional information and photographs which showed that the CO pipes were both at an angle (approximately 24" and 4.1" respectively) from their original locations. Measurements and calculations of these angles indicate that the distribution line location is 29.97" and 23.03" from the easement. However, CO's locations, while they can be an approximation at times, do not provide a definitive location of the field. Based on the records, observations and calculations to date these CO pipe locations are within the variables that occur during septic field installation. EAGLE CREST #1 TRACK B, LOT 28 March 27, 2024 Page 2 of 2 In light of the above, our opinion remains that the field was constructed and presently is outside the easement and 10' from the property line. As such no waiver is required and request that the COSA be released so the property closing can occur without any more delays. If you have any questions, please contact me at 696-6111/FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, P.E. MUNICIPALITY OF ANCHORAGE DMSIC~I OF 5NVI~ HEALTH DEPARIMEZ~T OF HEALTH AND DgVIRONTIENTAL ~ON (~) ~-~al Des~i~tion (include l~t~ block~ subdivi$ion~ section~ t~w~hi~, ~ ..,',. Y~', ./' ,....J,r/// ~-:~.:,.. t I~:~ ! ,t:. ,I...t-..,., Location (address c~ directions) ' . -- .--:~r.'./ . <--;,:;,/. .-.~- '":.'4' Z'~'~v ~ ,-,,-- Applicants Address /''/~ "' ,..?,~::~' ~.' ¢ - 7I.c. (c) Applicant is (check one) Lendir~ Instttuticn ~; Owner/builder_~-~; Buyer ~; Other ~ (explain); ,, (d) Lending Institution Te le phone Address (e) ~al Estate Co. & AGent Address 0 e Telephone Type of B~.~idenca Sirg!e-Familyo~-~ Multi-Family N,,rm%er of 13edrcc~s Other (describe) V~ter Supply Note: If cc~unity v~ll system, nust have w~itten ~onfirmation f~u the State Depa~t::~nt of Environr~ntal Cor~ervaticn attesttcx2 to th~ legality and status. Is the ~11 adequate for the number of bedrocms specified in this HAA ~N) Sewage Disposal ! Is the wastewater disposal system adequate for the rumber of bedrooms ~/N) [Page 1 of 2] Engineering. Firm Providing Ins~ctio~st Tests, D~ta and Infc~maticn I c~rtify that ! ha~ ch~cked, verified, c~ eonfc~d to all M~A FAA Guidelines in effect on th~ date of this inspecticn. S ign~d by / (ENGINEER SEAL) The Municipality of Ancho=age D~partm~nt of H~alth and Envir~ntal P=otection dces not guarantee t~e continued satisfactory perfo=~,anc~ cf the water supply and/ct the wastewater disposal system. This approval indicates that, as cf the validatio~, date shcwn ab~, based c~ the data and inf~,ation furnished by an engineer registered in the State of Alaska, the ~ter supply and wastewater disposal system is safe and func- tional fo= the rnmber of b~droa~ and type of structure indicated. SEAL) 7. Mail th~ HAA to th~ following address: 2-15-84 Ao MUNICIPALITY OF ANCHORAGE HFALTH ~n~O~/TY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 Well I~g P~esent (Y/N) Total D~pth Cased to Static ~ater Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Sepa=ation Distan{~s f~ Well: To Septic/HoldinG Tank c~ To Hea~est EdGe of Abs~ption Field ~n Lot To Nearest Public Sewer Line Water Sample Collected By Water Sample Test l~sulta DEPT. OF HEAL~'I-i & ENVI~NMENTAL H~OTE'CTIO~ MA'( 14 84 RECEIVED Legal Description:, If A, B, C~ C, D.E.C. ;~d~N) Date ~,~le~d Yield ~p~ of Pump Set At Sanitary Seal on c~--tnG (Y/N) Da[:~essicn A~ound Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nea=est Public Sewer To Nearest Sewer Servios Line on Lot B. SEPtIC/HOLDING TANK ~I~TA Date Installed ~'Z~-24 St~e JO~ec~. No. of Compartments ~_ ~atf~ Dist~s ~ ~ptic~ldt~ Ta~: To ~te~u~ly ~11 ~=~ ~ ~ ~ildi~ F~n~ti~ ~7' ~ ~rty ~ ~' 0 ' TO Di~al Field ~0' I [Page 1 of 2] ¢. ABSOI~ION FI~d) R~A Soils Rating in Absorption Strata 125~/~ Wid~ ~ ~ld ~' Square Feet of Absc~ption A~ea Degression ow~ Field (Y~ ~ Results of r-~-~t .n~equa~ ~st S~pa~ation Distan~ ~ h~ti~ F~fd: ~ ~ ~isti~ ~ ~d S~m ~ To ~ildi~ To ~i~y, ~ki~ ~ea, ~ Vehic~ S~ ~a · ~' Length of Field ~p~ of Field ' ~a~l ~ ~i~ D. LIFt STATION Size in Gallons "Pump On' Leal at High ~ter Alarm I~v~l at Tested for Electrical Codas(Y/N) Di~nsions M~nhol./A=~ss "Pump Off= Leal at Vent (Y/N) C3~les c~ing ~ec~cy ~st. ** (~eck Pem.itted Bedroom Rating A~ainst HAA Ragest ** I cs=tify that I haw ohecked, ~rified, or confc~msd to all MOA HAA Guidslinss in effect on the date of this inspection. Si~ned ~_F~' 0~6 K~/~/s [Page 2 of 2] 2-15-84 DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE 437 "E" STREET, SUITE 200 ANCHORAGE, ALASKA 99501 BILL.SHEFFIELD, GOvERNOR Telephone: (907) Add.ss: 274-2533 To Whom It May Concern: records on'file in this office the ~ ¢~'/~ According to Water System is in compliance~ith the State Drinking Water Regulations. Sincerely, 0 ri • eCo.✓oI ,qr�, . /32. Oo •Q�c. NI O �O 2 0' � Or/C t,�ari/ Wvee��rarrr'� Liwc //rn/�e ' I I do• i O� Sepf;c � G O /3Z, 0,0 Xu Al 4f9 - s'd ■a a - w AP". I hereby certify that I hove ■arvr ed the Followin described rope" g P P rty, lm____Z__ llddii�an r recording Precinct, Alaska, and that the improvemcnh s�tvo ed thereon or■ within the Pteperry Iinot and da not overlap or •ncrvoch On the property lying odiocent thercto, that no improvements on property lying adjacent theteto ■ncroach on Ins premises in question and that Thera pre no roadways, Ironsmittion Imes or oilier visibly •o►emenis on seid property v>acept as indicated hereon Anchorage. Alotho i M OVi 0 N 4 a e 3N 1 �a ay a ,Sc a leJ/ t- a' QF CE.......;�{.q 1Q r �r� i� domes P. 5raufo SECOND STREET 0 N89'058'00"W 132.00 WELL o PAVED DI'N WELL 14.4'L PAVED 38.0' 0 OD WALK D/W 0z 4 < 26.0' T X I CN C3 0 M _0 33.7 0 0 C� 20.0' 0 oz/ EXISTING < VX HOUSE co 24.0' 06 N w V 0 C) DECK 43.5' 0.5' 0 L j X--X-X- 0 0 ft L -C) _0 co 6 6 co 0 DECK L�l 6. 0 0 z -LOT 28 0 BLK B z < < • SEPTIC • PIPE 6.0' (typ) 0 '0 W c6 1: Lx-x--x-x X----x • 1 0' U T1 Ll TY ESMT V V N89"58'00 W 132.00' ANCHORAGE RECORDING DISTRICT,.ALASKA NOTE: AS -BUILT OF: I . Pavement and Lot 29 Well Location are EAGLE CREST SUBDIVISION 1ST ADD Approximate Due to Snow and Ice Conditions. LOT 28 BLOCK B PLAT 63-70 RJR o F 4 \%I L AN SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a O�� W <0* physical survey of this property as shown on this drawing and that the Aw improvements situated hereon are within the property lines and no Ae 0 00, 4�, enchroachments exist other than noted. Under no circumstance should - C:) rA 49TH any information on this drawing be used for construction of fences, ;4.. .. : ................... .. .... °, structures, improvements, or for establishing boundary lines. 4 V C/� C.L. cli ?A EXCLUSION NOTES:'It is the owners responsibility to determine y ........ F CD J�-IN L. SCHULLER.-* 0 R, ` ' the existence of any easements, covenants, or restrictions which • LS-10408 �. do not appear on the recorded subdivision plat. Alle- 831 Talkeetna Street 4 WORK ORDER NUMBER: DATE: SCAM E-MAIL � A0 Anchorage, Alaska 99508 MAR 15, 2024 1 =30' schulterokOgmall.com {'6 AW I Of \,O AW (907) 227-1455 office 24-015 DRAW 13Y. CHECKIED BY, GRID NUMBER: Boat AGE: essjon6 ;Now JLS NW0054 240116 (907) 274--4992 fax