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Home My WebLink AboutOVERLOOK ESTATES BLK 2 LT 6C,D C7P , " c) I P L,) Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP2512418 PID Number: 068-041-12 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New O Upgrade Name RAYMOND JAKUBCZAK C/O ARM SEPTIC SERVICES A RPTION FIELD ❑ De Trench ❑ Wide Trench ❑ Bed Zound Site Address 27531 PARAMOUNT DRIVE, EAGLE RIVER, AK Other Phone INumber of Bedrooms Soil Rating Total depth fr original grade 907-688-9433 (ARM SEPTIC SERVICES) 4 /SF Ft. LEGAL DESCRIPTION Depth to pipe invert from origi EXISTING I depth beneath pipe Subdivision Block Lot Ft. OVERLOOK ESTATES 2 6 Fill added above original gr Ft. JG! I length Ft. Township Range Section - - Gravel width Ft. Beds: Number of Lines Dis a between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between ches From Tank Field Tank Line Ft2 - Well 100'+ EXIST. - - 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK DEEP BURIAL Capacity *1500 Gal. Surface Water 100'+ EXIST. - - Material Number of compartments Lot Line 5'+ EXIST. - - NA PLASTIC 2 Foundation **10'+ EXIST. - _ ATION Manufacturer Capacity Remarks *TANK LARGER THAN REQUIRED. Gal' "5'+ TO CLOSEST DECK SUPPORT. REQUEST THAT Alarm location Ele ailed by REQUIREMENT FOR UPDATED AS -BUILT SURVEY BE WAIVED. PIPE MATERIAL House to tank D3034 Tank to D3034 drainfieid Installer ARM SEPTIC SERVICES Drainfieid EXIST. CO/MT D3034 Inspector GARNESS ENGINEERING GROUP, LTD. BENCHMARK (Assumed elevation) 100.00 ft Inspection 1� 12/12/2025 Location and description 2n GARAGE SLAB 3rd 4dat� ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp 4g6O0�Oo Conditional Approval: Date �1s7��o Qoo 4 T Septic System e f ey A. Garness,- QQ Approved Date CE-795 4 f Note: this approval does not include well permit requirements. u�Ecc °a-r0oos'100 'X (Rev 05/02/18) PERMIT NUMBER: PARCEL ID NUMBER: OSP251418 RECORD DRAWING 068-041-12 OVERLOOK EST.; BLOCK 2, LOT 5 1"=30' NOTE: PER THE CONTRACTOR. THE THE SOUTHWEST CLEANOUT (CO) FOR DRAINFIELD IS TO BE REPAIRED IN THE SPRING/SUMMER OF 2026. NOTE: PER THE CONTRACTOR, THE OLD SEPTIC TANK WAS REMOVED AND DISPOSED OFFSlTE. EXISTING 4-BEDROOM HOUSE 100' WELL RADIUS FOR THIS PROPER? A B... C MH1 42.0 15.5 25.7 OBL1 46.2 19A 27.0 49.8 22.1 28.4 2 50.6 23.0 29.0 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. •• ••/l 1ll �/l/�1�!lJ ll��l�ll�/. ..!••� 10' UTILITY EASEMENT - PARAMOUNT DRIVE . GARNESS ENGINEERING GROUP, Ltd ENGINEERING,� SALES,, CONSULTING 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, ALASKA - PHONE (907) 337-6179 • WEBSITE: www.gemesse*neeft.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C/O ARM SEPTIC SERVICES 1 907-688-9433 1 2 OF 3 PROJECT/LEGAL DESCRIPTION: OVERLOOK ESTATES; BLOCK 2, LOT 6 TYPE OF WORK: RECORD DRAWING OF SEPTIC TANK UPGRADE DRAWN BY: J.L.M. ♦�♦+ DATE' 12/23/2025 LICENSE #AECC884 OVERLOOK EST.; BLOCK 2, LOT 7 —NEW 1500-GALLON GREER SEPTIC TANK DOUBLE CLEANOUTS (DBL1 & DBL2) �--EXISTING DRAINFIELD 144 kit 4k a) Trey-A-uamess 4�u, w C 79 3 • � i •'`•AV •...........•• P� �gw � ESS\ �� FPERMIT NUMBER: PARCEL ID NUMBER: FINAL GRADE GARNESS ENGINEERING GROUP, Ltd ENGINEERING , SALES , CONSULTING 3701 E. TUDOR ROAD. SUITE 101 "ANCHORAGE. ALASKA -PHONE (907)337-6179 'WEBSITE:�,gamesseri&eoringxum PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C/O ARM SEPTIC SERVICES 907-688-9433 30F3 PROJECTILEGAL DESCRIPTION: DRAWN BY: OVERLOOK ESTATES; BLOCK 2, LOT 6 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC TANK UPGRADE 12122/2025 Received Date/Time 06/19/2025 16:42 06/19/2025 14:20Collected Date/Time 1252878001 Matrix SGS Ref.# Client Sample ID Overlook Est Blk 2 Lot 6 Client Name Project Name/# Printed Date/Time 06/30/2025 16:07ArcTerra Consulting Inc Technical Director Stephen C. Ede Overlook Est Blk 2 Lot 6 Drinking Water Sample Remarks: Parameter Results LOQ Units Method Allowable Limits Prep Date Analysis Date InitContainer ID Metals by ICP/MS HBL06/23/25EP200.8ug/LArsenic 06/20/25ND5.00 (<10)B Waters Department AJP06/26/25SM21 4500NO3-Fmg/LTotal Nitrate/Nitrite-N 0.289 0.200 (<10) C Microbiology Laboratory HBL06/19/25SM21 9223B100mLE. Coli Negative 1 A HBL06/19/25SM21 9223B100mLTotal Coliform Negative 1 A 2 of 5 Permit Number:OSP251418 Tax Code Number:06804112000 Work Type:SepticTank Upgrade Effective Date: Design Engineer: Site Legal Address:OVERLOOK ESTATES BLK 2 LT 6 G:0465 Owner:JAKUBCZAK RAYMOND S & Site Mailing Address:27531 PARAMOUNT DR, Eagle River Lot Size in Sq Ft:76615 Total Bedrooms:4 This permit is for the construction of: Disposal Field Septic Tank Holding Tank Privy Non-Public Water 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. Coodinate with On-Site staff regarding preferred method. 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 11/19/2025 11/19/2026 Expiration Date: ¨þ ¨¨¨¨ Issued To: Issued By: Date: Date: 11/19/2025 11/19/2025Isatou B Njie 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 http://www.muni.org/onsite On-Site Wastewater Disposal System Permit Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251418, Isatou Njie, 11/19/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251418, Isatou Njie, 11/19/25 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251418, Isatou Njie, 11/19/25 LEGEND UTILITY PEDESTAL DECK EDGE OF ASPHALT RECORD DATA PER PLAT #84-287 SEPTIC PIPE WELL 1 0.9' 4 . 0 ' 1 5 .6 ' 2 8 . 2 ' 1 6 .4 ' 2 . 0 ' 1 9 .4 ' 2 . 0 '1 6 .4 ' 2 8 . 2 ' 1 5 .6 ' 4 . 0 '1 0 .9 ' R E S I D E N C ECANT. TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.246 SCALE: 1" = 40 FEET DATE: 11/11/2025 SHEET: 1 of 1 MOA GRID: SW0465 SCALE: 1" = 40 FEET(11"x17") 40'0' 80' AS-BUILT OF: ADDRESS: 27531 PARAMOUNT DR, EAGLE RIVER, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT LOT 6, BLOCK 2OVERLOOK ESTATESPLAT #84-287 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Address Phone(s) P'ermit N'om No of Bedrooms Township, R~ge, 8ectio~ TANKS ~ SEPTIC [] HOLDING Manulacturer Capacity in gallons DISTANCES L~b ?- 0~//~/;~ SEPTIC TANK WELL LOT LINE FOUNDATION ADSORPTION FIELD WELL AS-BUILT DIAGRAM (Show Iocahon of well, seplic system, property hnes. foundahon, driveway, water bodies, etc.] Compadments s;T'E F_L TYPE OF SYSTEM ~ BED [] W. DRAIN [] OTHER TRENCH Depth to pipe bottom from original grade /~ I Fill added above original grade Gravellength Total depth lrom original grade iravel depth beneath pipe FT ~J ~ravel w~dth ET /(d~' Total absorphon area j Distance between lines · WELLS /~PRIVATE Class,flcaUon (A,B.C) [] OTHER (Identifv) Total Depth FT Cased to Date Installed: REMARKS: FT FT FT FT FT Municipal and State guidelines in effect on this date: ~//7 / ('~' / Health Department Approval:,~'~ ~ certily that this inspeclion was pedormed according to all Date: '/--.__,_~ 72-013 (3/85) F:'EI':;'.H ]: T' Ei: X F:' ]: [;,'l!!i~i DECEME!EF:~: :31 ~ 1990 ,, ND"I' :I: I::'¥ .Ol'..IH::ii~ (IF: ]: N~:~F:'I!i!X]:T I C)N!B A,T :];4-:3-.4'7~-4, Cf!::;: :];z,[:];-4.6~i 1 ,, E×C('~'v'AT):C)Iq I"ILJ!~F'I' BE:: OF'E:I',II~i:D P,N.'O CI....C)!i~;.',CD ON SAME F:'RC)V:i:OE: I~.Jl:ii:l....L.. I..Ol:':) F:OR li~:XI!TI]:NE';N,EI_L. CH',! ,i: CEI::;,"i" ]: !::'Y 'i"HW!': ',!.. ]: ~:~n'! fa'~mi],i,::~p !,~;it.h t.h~.',~ i:~:~qL-'.:Lr'e:'l¥ie)i-.'t.s~ (or~ c:,n-'~;i'Le:, ~,:~,'~(,;:,~'~; arid 2. :I: ~:i.:l.:!.:in~;irl:.al:t. t.l'ls~ ~;;;y~;~-t.~.'..:~rn in ac:c:cmdanc:e:-~ v,~:i.'Lh all I"ICIF~ c::c~ds~s .:::~.r"~cl il"i c::ch"np ! :i.~tru::e v~it.h the design cv it. er'. :i.;.;~ o[ 'i'..]"iJ.~ .:;.;~, :i: v~i].:l,au::lh~.:..~i~e) t.o a':t].! l't(::ir~ .;:zr'icl St.a'~t.e:.::, c)f (:~14;tusl.;:a r~[~qu:i, rs~m~z(,r"rL~;~, ic:m t.l"~;,:~ ~x.~d:. ~::,~:;~::[:: d :i. st.;~:u'tc:~::,~,~, f' r.(::*m a.n'./ ~z:n-~ i~st'. :Lng ,,~,:1. ]., wasst.~:~v~¢:*.t:.c<,r' d:i. sl::,os¢~! s'y:~;t.~:~,n'i c)r' i:)~.d:i ]. ic: !B(.gVx~E.:q'" ~F~i.::J(..~e !i:~-')~!~i'~'..i;:~ffl Of'i t.h i ~B c)r' ~F:d"~w ~e*cJ.j a~.C:i.Z.)I'Y~'., tip Iq~alP~:)'~ ]. or., z!.,, I unch.zm~a'L~ar'tcl 'i'..ha?cL t. hi~is per. mit. j.~ v~a].id [cir' a~ matx:i, mum c:,f 4 / dOTE: i All Dimensions And Locations Bust Be FieZd Verified Prior ~o Construction SEWER SYSTEM LOCATION PLAN ,~CTION 1 TOWNSHIP/' RANGE NORTH SCALE' A P/;EOX. / % 1oo' DRAWN DY' , SUOOIVI SION r ~ '. f, Auniclp~li~y of A. nchoca§e E)EFJARTMENT OF HEALTH & HUMAN SERVICES 825 "L" $lr~l, Anchorage, Alaska 99502~650 SOILS LOG ~ PERCOLATION TEST LEGAL OESCRIPTION: ~-~j~ :, IS ~ <~ V1.~'~(.-(2~4~ Township.SLOPERange. Sec,.ion: 5 6 7 8 9 10 Ef4COUNTEREO? 11 12- 14- 15 16 17 I8 SITE PLAN IF YES. AT WHAT O OEPTH? P pERCOLATION PATE (m~,,,Ae~i,~,l PE.RC HOLE OIAMETER __ 3'7 COMMENTS TEST RUN 861'WEEN FT ANO ^CCORO/L~ICE WITH ALL STAi'I~- ^NO I,~IJNICIP^L ,GIJIOEUNES Cfi EFFECT ON THIS DATE. OATE: ( '~- ~ I '~(¢~ (Rev. 4'851 ./ TEL£PIIONE 2'45,4071 _ - ,_,.~, ~ - - -BIk Sv'l:f,_ .. WELL, PLEASE PAY FROM THIS INVOIO£ MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 0~8 Of~¢.~ .-. ~ '-~ HAA# O-~-'~,~(~(..,~1 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) (b) Location (address or directions) Property owner (~ tl..~.O ~0¢~ [~'l.~.%"~u~ Telephone: (home) _Business Mailing Address (c) Lending Institution Mailing Address Telephone (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the following address: (or check here~, if hold for pick up.) List contact person and day phone number below: 2. TYPE OF RESIDENCE Single-Family~i¢.. Number of bedrooms g 3. WATER SUPPLY Individual Well ~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site ~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, Iverifythatmyinvestigationofthis Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from .my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address Date 6. DHHS APPROVAL Approved for ~ bedrooms by Approved ~p,~ _ Disapproved Terms of Conditional Approval ~,1,~, r~.-k Date l '7-'//O/' ~O Conditional The Municipality of Anchorage Department of l4ealth and Human Services(DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in ordertosatisfycertain federal and state requirements. Employees of DHHSdonotconductinspections or analyze data beforeacertificateisissued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 7/88) Back Page 2 of 2 A. WELL DATA Well Classification /'~ [~'b~ ' MUNICIPALITY OF ANCHORAGE (MOA) ~ Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 343-4744 Legal Description: ~.0~" ~, ~/--~1~. 'Z.- Well Log Present (Y/N) Y Date Completed Total Depth ~-"'¢¢0 Cased to ~ · Depth of Grouting Static Water Level ~ ~'! Pump Set At &' Casing Height Above Ground ~ Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) Yl~ Depression Around Wellhead (Y/N) If A, B, C, D.E,C. Approved (Y/N) ,~/4 ~, Yield ~ ~"ff~¢~ dI~''0~'~0) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line ' To Nearest Sewer Service Line on Lot Water Sample Collected by I(-~J Water Sample Test Results ~/~" Comments ~.J~.~ ~-.~ & ~ ; On Adjoining Lots '~ ~-- ~[ O ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole J~J/,~ B. SEPTIC/HOLDING TANK DATA Date Installed [ / ~ 0 Size Standpipes (Y/N) 7 Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) [, ,~0 No. of Compartments Air-tight Caps (Y/N) Y~5 Foundation Cleanout (Y/N) /,~ 0 Date Last Pumped ~ ~O ;for IJ IA Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well ~ C~O To Property Line ,~0 To Water Main/Service Line ~'~.-~ To Stream, Pond, Lake or Major Drainage Course To Building Foundation To Disposal Field Comments 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorptijcn ,~Stre/ta Date Installed t 11 ~ Width of Field (8 To Water-Supply Well To Building Foundation Lot "~' Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness O. ~' Statndpipes Present (Y/N) Date of Last Adequacy Test To Property Line IO To Existing or Abandoned System on ' On Adjoining Lots "&,O O To Cutback (if present) ~J //~ IA (0 '~D..LIFT STATION Date I r~s(alled -_ Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y~).~_-~- Comments - ~ - Dimensions Manhole/Access (Y/N) "Pump Off~SL-ev6'l '~t . .... ~ ....... Vent (Y/N) · Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verifie~or conformed to all MOA and HAA guidelines i.neff(Cot:or~.the date of this inspection. ,~ ~/~ ~ ?/ MOANo. E6: ~-'~[O ¢~0 ¢' ~ ...... ':' ' "' f./ , . ...... Receipt No. c--~ c~ ,~ '~/ ('~/"-~ O~ ~-- .) Receipt No. Date of Payment ,'/O- ~ ~ ~ '0 Waiver Fee: $ Amount: $ / .~ ~ O) ~ Date of Payment 72-026 (Rev, 7/88) Back Page 2 of 2 KE KNIEFEL ENGINEERING 8441 Miles Ct., Anchorage AK. 99504 (907) 337-1121 · Fax (907) 338-1874 Date of Tt~eting: December 3, 1990 Legal Description: Lot 6, Block 2, Overlook Subdivision Street Address: Number of Be. drooms; 4 Well Flow Test: Depth of Well: 250~ Static Water Level 65~ Average Flo~ RaBe: > 4 gpm Results of Water Quality Analysis: ~otal Coliform -'~ 0 colonies Nitcate--N ---- <0.1 mg/l (10 mg/l allo~abl8) ResulBs of Septic System Adequacy: Ne~/a System, Checked and found standpipes, and (sleanoute. ,E.$.Ca,g,,$...E.~,B,~l),&.;%,.,,,Q?,,_,,&.b,aL..-.~,QS ...... The sep'bio system was f]sM and not Beeted for ad~qua(sy, oi]].y to insure the stqndpipes and CO were in the proper position. The sys I';em was tested in accordance with HOA policy and ~egulations in focca at the time of this test. !: