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HomeMy WebLinkAboutHERITAGE HILLS BLK 1 LT 8Onsite File Municipality of Anchorage ` I Community Development Department FCB O 1 2019Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191000 PID Number: 015-221-05. ❑ New ❑✓ Upgrade Name: MICHAEL HEAFER ABSORPTION FIELD F-1DeepTrench El Shallow Trench El Bed El Mound Address 12341 FREEDON ROAD ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot HERITAGE HILLS 1 8 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ftz Ft. Well 100+ N/A 100+ N/A (E) TANK ❑ Septic Il S.T.E.P. ❑ Holding ❑ Other Manufacturer ANCHORAGE TANK Capacity 15000al. Surface Water 100+ N/A 100+ N/A Material Number of compartments Lot Line 5+ N/A 5+ N/A STEEL 2 NA Foundation 10+ N/A 10+ N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ N/A 50+ N/A ORENCO 250 Gal. Remarks Pump on level at TIMED in. Pump off level at in. High water alarm at 45 in. Pump make and model P2005 Electrical Inspections performed by MOA BUILDING SAFETY Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield A+ HOME SERVICES Drainfield CO/MT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 692.5ft Inspection5, dates: 1/14/19 2nd 1/31/19 Location and description 3d 4th NE BOTTOM HOUSE TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp ConditionalConditional Approval: Date IN ;F2„ C-_ A(,q'��� �teven ' .'Pannotie� Approved Date a%�kp� CE 8149 -0M WELL E I I = N .I \ El I (O WELL(E) DECOMMISSIONED i 000q AND (N /500g SEPTIC TANKS AND LIFT i0' OH P,,- Esmt — — — —— STATION (E) PER MOA CODE -- --- ----J ry 100.8 5..3/ 690 - I 4 B R / �c4 ! I/ 690 I I ! f I SFD L>J / r t WELL E) - .41 ry INSTALLED 1500g S.T.E.P. i TANK CONNECTED TO END OF BOTH DRAIN FIELDS— 1— --! / 1 / 695 700 APPROXIMATE LOCATION 1 OF EXISTING DRAIN FIELDS \ 710 705 J I— HUFFMAN- -ROAD l MEASURMENTS ARE ± 1.0_ i A B [� T1 7 4. 0 85.0 T2 82.0 91.0 LS 83.0 92.0 o? D o WATER LINE / 0 q O z 0 z t4- WELL RADIUS 0 z w w V) — SS — SS NEW SEPTIC o ABBREVIATIONS Li U O.G. F.G. 696.5 TH TEST HOLE (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. FC FOUNDATION CLEANOUT FS FLOW SPLITTER MT MONITOR TUBE NO. 691.9 1500 g S.T.E.P. TYP TYPICAL TANK PROFILE SCALE: NTS NOTES: �T �-+ PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 995102/1/2019 1 Dote RECORD DRAWING PHONE (907) 272-8218 FAX (907) 272-8211.•• 7H "' • ••• Scole 1 " = 50' HERITAGE HILLS B1 L8 P.I.D. NO MICHAEL HEALER �everi PbnrioRe 015-221-05 ERMIT NO. POSP19 DRAWN ACP 12341 FREEDOM ROAD CE 8149 000 ANCHORAGE, AK 99516 ,� Sheet 2OF2 I 30.0' m'I Lot 7 \ / I CHAIN—LINK FENCE \ / I ► /x-10' UTILITY EASEMENTS — L_ N00'01'00"E S 89'59'00"E 165.00' ' / 80.00' — I — I ® N 100' PROTECTIVE RADIUS WELL MANHOLE 6.0'x11.8' SHED�j I l� I 23.2' N L-1 • b � `i' 24.0' \ ASPHALT N �� ST DR1VElVAY ' 10 2' �9 p�SEPTIC PIPES _ cS/O o 10.0'x10.0' SHED 8.8' Lo t 8 PORCH 1'T 37.0 12.2' 16,414 s.f. (C) 2.0'x17.3' 4.2'x8.2 SHED CANT 1.8'x5.0' `D CANT N SEPTIC PIPE L=31.42' N 89'59'00"W 145.00' R=20.00'-- 111 I ' Lot 2 O Lot 1 10' UTILITY EASEMENTS 0 0 PLOT PLAN AS BUILT X SCALE 1" = 30' GRID SW 2737 Project No. 18-652/Ai 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Long & Associates9 inc. (907) 522-6476 Phone `' (907) 522-4625 Fax � F �o��� Professional Land Surveyors ken0langsurvey.com ,� •.• L,9 �4 jonathan0langsurvey.com I hereby certify that I have surveyed the following described property: O� ' �V� LOT 8, BLOCK 1, HERITAGE HILLS (PLAT No. 63-41) 49TH -7 Anchorage Recording District Alaska, and that the improvements situated thereon are t within the property lines and do not encroach onto the property adjacent thereto, tha,/'�f r no improvements on the property lying adjacent thereto encroach on the surveyed 1 premises and that there are no roadways, transmission lines or other visible Qn -;0 KENhlEiH G. 7LANG�; o G easements on said property except as indicated hereon. Dated this the ''" Da of waw -°a:� i VQQ Fp LS— .... '' �Ja Day at Anchorage, Alaska a o 404R��S510NA� �pQo If is the responsibility of the owner to determine the existence of any easements, b4p�poa�' covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 MUNICIPALITY OF ANCHORAGE On -Site Water& Wastewater Program POBox `g665 4700Elmore Road Anchorage, Alaska 99519-6650 Phone. (907) 343-7904 Fav (907) 343-7997 PomnitNumber OSP191000 Work Type: SopdoTankUpgrade Tax Code Number: 01522105000 Site Legal Address: HERITAGE HILLS BLK 1 LT 8 G:2737 Site Mailing Address: 12341 FREEDOM RD, Anchorage Owner: HEAFERK4A&M8REVOCABLE Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: 1C2/201D 1/2/2O2D R Disposal Field 2 Septic Tank El Holding Tank 1_71 Privy El Private Well EJ Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2, All requirements specified inAnchorage Municipal code Chapters 16.55and 15.65and the State ofAlaska YVoshawe\er Disposal Regulations (18AAC72)and Drinking Water Regulations (1@AAC8O) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.85.Provide notification bycalling (AD7)343-7g04(24/7). 4 From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed 0nthe same day, or b. Covered, sealed, and heated hoprevent freezing Received By:Issued By: Date: cI 7 0 YUS4 MUNICIPALITY OF ANCHORAGE Community Development Department t Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-221-05 Property owner(s) MICHAEL HEAFER Day phone Mailing address 12341 FREEDOM ROAD ANCHORAGE, AK 99516 Site address 12341 FREEDOM ROAD Legal description (Sub'd., Block & Lot) HERITAGE HILLS 131 L8 Legal description (Township, Range & Section) Lot Size 14,400 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade 0 Duplex (D) El Tank El Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Jng Date of Payment: / lA/ 1C) Receipt Number: Permit No. 06 Permit App_:• :• ::...:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191000, Rebecca Carroll, 01/02/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191000, Rebecca Carroll, 01/02/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191000, Rebecca Carroll, 01/02/19 t IVIUNICIPALITY 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 NAME PHONE _~ []NEW MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS ~ DISTANCE TO: Well /O~ Absorption are~. ~ Dwelling ~ PERMIT NO. ~ ~ Manufacturer No, of compartments Liq, capacity in gallons Inside length Width Liquid depth / O~ IF HOMEMADE: ~ ~ DISTANCE TO: Well Dwelling PERMIT NO, ~ ~ ~ Manufacturer Material Liquid capacity in gallons Q Well Foundation !Nearest lot line PERMIT NO. ~ ~ DISTANCE TO:  ~ No. of lines Length of each line Total length of lines Trench width Distance between lines ~ inches ~ Top of tile to finish ~rade Material beneath file Total effectiw absorption area bength Width Depth ~h~ ~,~ LTH-. -,-,, & ~ ~ Type of crib Crib diameter Crib depth Total effective absorption ar~a'~' ~ Well Building leu halation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line ~E~M~ NO. ~ Building foundation Sewer line Septic tank ~e~ti&a ~.r~(s~ ~ DISTANCE TO: PI PE MATERIALS f~[ ~.~ ~ SOlE TEST RATING .~ ~ ~ REMARKS APPEOVED DAT~ L~GAL 72-013 (Rev. 3/78) DEF'RRTMENT OF HERLTH RN[:, ENVIRONMENTRL PROTECTION ._,'='":'.~,=._ L STREET., RNCHORRGE,, RK '99. SF~L ~:. _,4-4 ~' ,~. 0 g Ft __. T TE "_-~EJ[--~EF;?. PEF;:-A'"I ][ T PERMIT NO: c'c I [:,RTE I ....L E[: 8404--.':8 JF'GF.'RDE ~6.,"t±,,'":-':4 RF'F'L I CRNT: RD]RES'-';: CONTRCT F'HONE ' MICHREL R HERFER P.O. BOX 1i0726 RNCHORRGE. RE 99511 345-30i0 LEGRL DESCRIP: LOT SIZE: SUE:DIVISION: HERITRGE HILLS SECTION: '"'-' ~ TOWNSHIP: 12:208 '::SQ. FT. OR RCRES) LOT: 8 RRN.~E. L3W BLOCK: ':L I CERTIFY THRT: ±. I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH B9 THE MUNICIPRLIT~ OF RNCHORRGE (MOR) RND THE STRTE OF RLRSKR. 2. I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH RLL MOR'CODES RND REGULRTIONS, RND IN COMPLIRNCE WITH THE DESIGN CRITERIR OF THIS PERMIT. g. I-WILL RD, HERE TO RLL MOR RND STRTE OF RLRSKR REEJlIREMENTS FOR-THE SET E,H_.F. DISTRNCES FROM RNa' EXISTING WELL, WRSTEWRTER DISPOSRL SYSTEM OR PUBLIC SENERRGE SYSTEM ON THIS OR RNY RDJRCENT OR NERRBY LOT. IF R LIFT STRTION IS INSTRLLE[:, IN RN RRER COVERED B~' MOR BLIILDING _-:.ODES ...... ...... ...... ____ ~ .....; ~ '~ , ........ r---r--- .~ ~.~ ~j, MUNICIPALITY OF ANCHORAGE pRO~--MLLL~CIPALITY~ OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL ........ I~UIIUI'DEPT. OF HEALTJ~ & ~ ENVIRONMENTAL ENGINEERING DIVISIONEN E 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720VIRONM NTAL P2OTECTION ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION,~O~._.,,., ._-~, NAME PRON~ I ~NEW MAI LING ADDR ESS~ - LEGAL DESCRIPTION LOCATION~ I Well Absorption area Dwelling PERMIT NO. DISTANCE TO: I h~ Manufacturer ~¢~ ~ateria~ ~o. o~ compartments ~ ~ Liq, capacity in gallgns Inside length Width Liquid depth/ ~O ¢~f IF HOMEMADE: ~ O ~ DISTANCE TO: Well Dwelling PERMIT NO. O ~ ~ Manufacturer Material Liquid capacity in gallons ~ Well Foundation Nearest lot line PERMIT NO. ~ DISTANCE TO: ~ No. ofline~ Length of each line~__O Total length oflines~ Trench width ~¢,-~O~ inches Distance between lines ~ Top of tile to finish ~d~ Material b h tile Total ~ective absorption area ~/ ~¢ inches ~en~th ~idth Depth P~MIT ~O. ~ ~ T~pe of crib Crib diameter Crib depth Total effecti~o absorption area m Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO, ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER PiPE MATERIALS ! I ~ SOIL TEST RATING INSTAbLER ~ ~ ~ REMARKS APPRCED DATE LEGAL 72-013 (Rev. 3/78) LOT SIZE T'¢PE OF =,JIL RBSORPTION =,'r_TEM TREN]:H MR~-.';IMIJM NUMBEF.. OF BEDF..UUM_, = 4 S.':44-604Z':: 1.- -_~k.~:~ '-]F.~I IRF.'E FEET SOIL RRTING ($Q FT,.,'E:R)= 2.56 THE REQLIIRE[:, _,I~E OF THE SOIL RE,=,URFTI.N S"r'STEM IS: C, EF'TH= 11 LEb.~G1-H= "-"--"c..=. ,3 F-." F-~ "..." E L [~FF'TH= 7 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINF!ELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEE]'). RE,..;.~LB T F-:FD SEPT I C: TR~4~::: S I ZE= :~_ 2..5 £-~ GRLLnZ~-4S PERMIT RPPLICRNT HRS THE RESPONSIBILIT'¢ TO INFORM THIS DEPRRTMENT DURING. 'THE INSTFILLRTION INSPECTIONS OF RN'¢ WELLS RDJRCENT TO THIS PROPERT'¢ RND THE 4" ' .... ' ' NUMBER OF R. ESIDENCES THRT THE WELL WILL SER',,,'E. /].~ '-~)~ ~.~ O~.T TI.4C, ( ':Z ::, I ~-4SPECT I C,~-45 fiRE RE,gILl X BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL B'z' THIS [:,EF'RRTMENT WILL E:E SUBJECT TO F~uz, EUJTIJN MINIMUM [:,ISTRNCE BETWEEN R WELL RND RNa' ON-SITE SEHRGE DIqPOSRL S'¢STEM I'~ t88 FEET FOR R PRIVRTE WELL OR t58 TO 28E~ FEET FROM R PUBLIC WELL DEPENDING UPON THE T'¢PE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRIVRTE NELL TO R PR!'v'RTE SEWER LINE IS 25 FEET RND TO R COMMUNIT'¢ SEWER LINE IS 75 FEET. OTHER REQUIREMENTS f'lR'¢ RPPL'¢. SPECIFICRTIONS RND CONSTRUCTION [:,IRGRRMS RRE RVRILRBLE TO INSURE PROPER INSTRLLRTION. I CERTIFY THRT 1: I RM FRMtLIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL !NSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. RPPLICRNT M~CHREL HERFER ISSUED E:~' _ __DRTE .... V4. 0 ALASKA enuiRonmenTAL COnT /$eRUIC Inc. 7/~ ~' TY NCHO~OE 825 I... St~"eet A,-,~:~,o~,... ~,~.~ ~'~0~ RECEIVED Fle~e is the P~P~wo~'[~. '~o'P E:].ock. 1~ Lo'b 8~ He~:i.t~,:ie~~, - ' Subdiv:i. sion: The ~G'~eITi is subs'~ntu~ll~ co~P~e'{;ed: Poue~ SUPF~ ~nd hitch level ~l~'m c:i.'Pc'uits need to be As s o O~r'~ ~ ~ ~.sP~':i.n~ ~rrives Rou S~.~er'~ h~s told r~e 'th~:~t he ~i"~d the owr~er will :Lnst~il '[~he bu~'ied lines~ ~ h~ve sent Rou ~ le'~,'~;er '~e].].:L~n~ h:i.m how to ~,,ro'bec'b t[~e e>:Po~sed section of 'Lhe Since~elu~ Le'rou C, Rei~J d'r,, PHI), F:'E President 1220 UJest 25th Auenue * Anchorage, Alaska 99503 · (907) 276-1361 .~HKD. BY ............. DATE .~ ............. ,.Z..~.,.q[~ pr~/~ t~¢ rd r,'- C. ulver7 .~'r-or._~ JOB NO. .......... h,.::~ ............................................................................................................................... ALASKA i rlUiROrlml nTAL COrlTROL SI RUII]I S, Irlc. ~n~ineerinq f~ I~nuironment~l $luclies October 25, 1980 Mr. Michael Healer P.O. Box 10-726 Anchorage, Ak 99511 Dear Hr. Healer: Here are the results of the soils log and percolation test for Lot 1, Blk 1, Heritage Hills. Our log shows the soils to be silt with an occasional bit of gravel. The soils were generally wet From ground surface to the bottom of our test hole. We hit water at 15ft. depth. The hole was plugged with silt and backfilled to 13Ft. lhe percolation test was run From 8-13ft. and From 8-12Ft. Our results calculated to 256 sqFt of seepage area per bedroom. As your home is a 4 bedroom home the seepage area should be 1024 sqFt. and the septic tank should be a 1250 gallon tank. The Anchorage Department of Health and Environmental Protection records show an area of 450 sqFt. and a 1000 gallon tank For a three bedroom home. IF your try to sell your home:as a 4 bedroom'home you will have to add additional septic tank and absorption Field capacity. In order to bring your absorption Field up to the required amount you would have to add another 574 sqFt. of trench. This may be difficult to do and still maintain the lO0 Ft. distance From your w~ll and not crowd your lot line. There are two possible locations shown. IF you are allowed to approach your lot line along HuFFman Road I think it can be done. IF ydu have any questions olease let me know. Sincerely President 1220 ~Jest 25~h ~uenue ·/~nchorage, ~loska 99503 ·/907] 276-1361 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6650, Anchorage, Alaska 99502 276-222~' SOILS LOG- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 '-~4 5 DATE PERFORMED: 10- 12 13- 14- 15- 16 17 18 19 20 COMMENTS /.~tl cl~,~, PERFORMED BY: 72-008 (7/76) SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop TEST RUN BETWEEN CERTIFIED ~s/inch) DATE: ALASKA fflUIBOFImffITAL COFITFqOL SI RUICI $, IFIC, ~nclin~epin§ 8' ~nuinonmental $1uclies PERCOLATION TEST DATA SHEET DATE ADDRESS"j~ /'~ '42"~' /o ~ ZIP CODE_ . ~-// LEGAL LOCATION ~ ~ ~/c / TOTAL DEPTH OF HOLE_ . ,/~' ft. ZONE TESTED ___ ~ ft TO / ~ ft 't' /~ READING # CLOCK TIME NET TIME DEPTH TO NET DROP RATE (min/in) 1 0 DATUM 0 -- -'... ~H ,~.' ~1,~/ ~ _ I, zo_°' ~ / !1, ~ FINAL PERCOLATION RATE ~,?y.3 ~;/.~o~.J ~ ~m,-f,.~,~ (min/in) PERFORMED BY _ ~ 1220 ~Jcsl 25th Aucnue · Anchorocj¢, Alaska 995o3 · (9o?) 276-1361 Hea( and Environmental Prote¢ '-~" Fourth Floor West 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 INSPECTION REPORT ON-SITE SEWA©E DISPOSAL SYSTEM LOCATION ~~ SEPTIC TANI~.. ~ INSIDE LENGTtt_~ _~ ..... INSIDE: WIDTH ~ _._ LIQUID DEPTH __~ LIQUID CAPACITY ~GALI_ONS. . ~ TOTAL LENGT~ / / ' ' ~ F N // DISTANCE UROM W[TLL/~ ..... FOUNDATION _~' ...... NEAREST [O~ LINE .~ ..... 0 L E ............... O~ ~es ___J~_~ DISTANCE BETWEEN LINES ~ _~TRENCH WIDT IN. TOTAL EFFECTIVE / TO FINISH GRADE ._~[' MATE RIAt. BENEATH TI ~ ABOVE TI tr-L DEPTI h TOP OF TI I_E SEEPAGE PiT: DIAMETER __--- OR WIDTH ...... EENGTH ..... DEPTH Log Crib Rings Crib Size: DIAMETER .... DEPTlt .... DISTANCE FROM: WELL. - -FOTAL EFFECTIVE BUILDING FOUNDATION .... NEAREST LOT LINE ........ AB,%ORP]!ON. AREA (WALL AREA) ,SQ. ................................................................................... ':'- ......... --~'--~--- -"'-'- - ClaSs: ~.~' Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe M~t--~rials: # of Bedrooms~ Installer: ~ Remarks: DATE fi;O :[ I.... Fi:FIT :[ N(!i "':: 7~ FT,.'"t.:3R :: .... 'J...~5 T~ 'i"HIE F~:EI:;!I..I I F4:IE[> ":T, :1: ;Z'E: OF "FI4E SO :[ L I::I[:'r_::;OI;;:F:'T :t: EJN .:, .: f [:.1 I :[ :i;: THE L[:_:'F,I(:~iTH [::,: :l ;:1:O1'.,I :I::E; THE L. IENGTH ,' F'E:E'I"', OF' THE: TF4'.E:I'.,!CH O17. 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E',E :SUEL)'ECT TO F'I:~::EC:.';E:E:t.J'T ..T. Eff',l. I'"1 ]:t'-,t .1: HUH [::, :[ :i.-:;'T'RNC:IE t.'-'..'~E:'FI,.IE:E:I",I R I.,.llii:l_..[... 1::11'4[.':, FIN'.? OF,I-..':.-".; Z TE 2~;EI.,.tFt(~iE [.'." Z '.:;F'O:i:;RL. :;t.E~E~ FE:ET F'I.')F.: F:I F'I:;:::[',,,'I::ITIE F.IE:t....L.I.'./R ;;:.'l:.:!l(i:.t FEET FEd:;;: R PUE~I....]:C I.,.IEL. t .... I,.IELL LOG':'i:, FIRIE F;:tE(;:!LI]:F::I:_::[> RI'.,IF.:, I"'ILI'.:.:.;T BE RE'I"UI;.'.NIED -Ih::) THE [::,E:F'F:IF:THE:I'-,Ff' I,.t.T. TH]:N OF THE I,-!IEL. L (::OI"IF'L.E:T]: :E;F'EC ]: F :1: E:FIT :1: C'II'4'::; F:IN[.':' C':CII'-,t':':;TF.-:LICT ]: O1'.4 [:, :t: I::tGf;.'.lai"l:~;:; FIF.:E R'v'FI :[ I....IqBL.[:: 'TO :!: 1'-4:F:T F:IL.L.F:IT :[ (3 N. I CEF.:'I"]:F".¢ TI-IF:IT :1..: I Fff"l F:FIHII....]:F:IF:'. I.,.ttTH 'T'HE I:;.'.EI:;:!UII:~::EHE:NT':5 F'OFi'. ON-...':~;]:TEi: :E;E:I.,.tlEI;.::E; Rlql::, I.,.llEl....I...':i!; I:~'..'~; :'51E'1" FOR'TH E',"r' TI-iii.:.". HI...II'.,I :[ t.':: l I::'FIL. ;1: "1"'¢ I':)F: RNCHCIF.:.'I::IEiE. 2: I 14]:LL.. ]:N:.'.-7t"FIL. I.. THE: '.E;"r':STIEH IN I::ICCOR[:,F:INE:E: t.,.tl'"I"H THE i':::I':)[:,E:E;. 3:: .I i:¥f' THE: EIiq-:!;;[TE: :SE!.,.tER :~!;"r'S'f'E~i"'i Hl:::l"r' [;;:EI:;41...I ]: Fi:[:.:. E:NL. FIP.:GEHEi",!T ]:1::' 'T'HIE R'.E:E; :1: DIENI'_'::tE l :E; TO ;1: NC'LUDE: I"ICIRIE THI:IN 2::: E; :[ GNE[:' ' April 18, 1977 R&M No. 751141 Mr. Jim Brown Jim Brown Construction P.O. Box 4-207 Anchorage, Alaska 99509 Re: ~o Test Holes and Soil Log Report for Sanitary System; Lots 7 and 8, Block 1, Heritage Hills Subdivision, Anchorage, Alaska Dear Mr. Brown: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject sites. This investigation was performed in accordance with your request of April 11, 197~ and those procedures outlined in a letter dated July 10, 1975, by Mr. Rolf Strickland of the Muncipality of Anchorage Department of Environmental Quality. A single test hole was drilled within each of the subject lots for the purpose of defining general subsurface soil conditions for the proposed sanitary systems. Drilling was accomplished with an auger type drilling rig and each test hole was extended to a total depth of 18.0 feet below ground surface. The final logs of the test holes are included on Drawing B-03. Groundwater was not encountered in either test hole while drilling. A percolation test was performed mn each test hole from a depth in- dicated on the attached tables and reflects average infiltration from that depth to the bottom of the hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R&M CONSULTANTS, INC. Edward Varmak, Jr. Geotechnical Engineer E¥,Jr./gld I Block 1 l' Heritage Hills subdivision Lot 7 Lot 8 80' 50' ~TH-1 ~ - ~ ~ Th-2 Freedom Road The Test Hole Locations are approximate and have not been located by survey methods. IWN: K0~ EY _ ~ _~-18-77 ] f ~r~.'~ ~ IS~NITARY SE~ER %~EST HOLES ]F.S~ 2737~ IP,~0d. N0 7511~ ~ [ DWG. NO. A-0] T H - 1 4-14-77 Ail Samples A 0.0' ORGANIC ~,~%TERIAL (0) Black, Moist, Soft 1.0' SANDY SILT W/TRACE ORGANIC MATERIAL (ML) Red-brown, Moist, Firm Q 4.0' SANDY GRAVEL W/SO~LE SILT (GM) Brown, Moist, Medium Dens e 5.0 ' ® sILTY SAND W/SOME GRAVEL (SM) Grey-brown, Moist, Medium Dense __10.0' SANDY SILT ' Brown, Moist, Firm (~m) 13.0' SANDY SILT W/ SOME GRAVEL (ML) __~4.0' SANDY SILT Brown (MA) 18.0' TD NO Water Table Encountered TH-2 4-14-77 Ail Samples A ORGANIC [CATERIAL (0) \ Moist, Soft 1.0' S~NDY SILT W/SOME ORGANIC ~iATERIAL (OL) --\ Red-brown, Moist, Firm 3.0' SILTY SAND W/SO~.ZE GP~VEL (SM) Grey-brown, Moist, Medium Dense SANDY GRAVEL W/SO~3 SILT Brown, Moist, Medium Dense SILTY SAND W/ TRACE GRAVEL Brown, Moist, Medi~ Dense 5.0~ (G~)%~ 7.0' (SM)~}~ ® SANDY SILT W/~TRACE GRAVEL Brown, Moist, Firm (~m) 18.0' TD No Water Table _Encountered EY -].8-77 1"= 3' SANITARY S~;ER TEST HOLE JIM BROWN ANCHORAGE, ALAS~A PROJ. NO 751141 LOWG. NO. B-03 PERCOLATION TEST JIM BR09~ R & M ~0. 751141 Heritage Hills Subdivision Lot 7, Block 1 ~lchorage, Alaska March 15~ 1977 ELAPSED TI~ TIME INCHES 9:00 0 10.5 9:01 1 12.5 9:02 2 15.0 9:03 3 17.5 9:04 4 19.5 9:05 5 20.5 9:06 6 22.0 9:07 7 23.5 9:08 8 25.0 9:09 9 26.0 9:10 10 27.0 9:15 15 31.5 9:20 20 35.0 9:25 25 38.0 9:30 30 40.5 9:40 40 43.5 9:50 50 46.0 10:00 60 47.5 DROP IN INCHES 0.0 2.0 4.5 7.0 9.0 10.0 11.5 13.5 14.5 15.5 16.5 21.0 24.5 27.5 30.0 33.0 35.5 37.0 37.0 Inches Total Drop 1.62 Minutes/Inch TIME 9:25 0 9:26 1 9:27 2 9:28 3 9:29 4 9:30 5 9:31 6 9:32 7 9:33 8 9:34 9 9:35 10 9:40 15 9:45 20 9:50 25 9:55 30 10:05 40 10:15 50 10:25 60 ELAPSED TIME PERCOLATION TEST JIM BRO~'~ R & M NO. 751141 Heritage Hills s~division Lot 8, Block 1 Anchorages Alaska March 15, 1977 INCHES 9.00 12.25 15.25 17.25 19.75 22.00 24.00 25 75 27 25 29 00 30 00 35 50 39.00 41 75 44.00 46.00 47.50 48.25 DROP IN INCHES 0.00 3.25 6.25 8.75 10.75 13.00 15.00 16.75 18.25 20.00 21.00 26.50 30.00 32.75 35.00 37.00 38.50 39.25 39.25 Inches Total Drop 1.53 Minutes/Inch '" ate Received: September 2~pt~ '~o~ 0, 1977 #1: Time ~"/ ! ~3: Time __ ~~ '_~~' Date /~ ~ Date Date _ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES o Lending Institution Request: Mailing Address: Pouch 7-007 Peoples Bank and Trust 99510 Phone: 279-7511 344-1320 Property Owner: James A./Josie Brown Mai~ing Address: Post Office Box 4-207 99509 Phone: 3. Legal DesCription: Lot 8 Block 1 Heritage Hills Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) Number of Bedrooms: Two Number of Bedrooms: Well System: Permit # Individual well (x) Community/Public System ( ) Depth of Well Well Log on File ( ) Construction Bacterial Analysis Sewage Disposal System: On-site System (xk Public Utility Permit # '7~.~ --Installed ~/7 7 Installer ~o~f Septic Tank Size /0~u Manufacturer .~-&,~,~.,2--~' Absorptio~ Area ~.~ Soils Ra~e /,>~ Material Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area MUNICIPALITY OF ANCHORAGE,,. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION'"" 825 L Street, Anchora<je, Alaska 99501 279-2511, e×to 224, 225 REQUEST FOR APPROVAL OF ~NDIVIDUAL SEWER and WATER FACILITIES - 1. Type of Inspection: VA ............ FHA ....... CONY. XX 2. ProperW Owner:--~James A. and Josle Brown Mailing Address:_ P.O. Box 4-207, Anch. Ak ..... 'Day Phone:__344.zZ32fl Richard R. Rabold 3. Name of Buyer:, 272unJS-6~--f~{~me--)~ P' none: 344-0526 (~ork) Mailing Address:__P,~O.. Box 1051, Anch. Ak. 99510 Day 4. Name of Lending Institution: PEOPLES BANK & TRUST CO. Mailing Address:__ POUC~ 7-007, ANCO. AE, 99510 Phone:_ 279-7511 Totem Realty, Inc./Dan Zantek 5. Name of Realtor or Agent: 724 East 15th Ave., Anch. Ak. ~, 272-0571 Mailing Address:_ Le§al Description:__ Lot 8, Blk. 1, Heritage Hills Subd±vision NItN Freedom Dr±Ye, Anch. Ak. Location:. 7. Type of Facility to be Inspected:--Single Family Residence 8. Water Supply Type of Supply: Public UtiliW, If Individual, number of dwellings presently served _ If Individual, depth of well 9. Sewage DisposaJ System Type of System: Public Utility. If Individual, date of installation__ No. Bdrms ..... 2 Individual__ Well _Individual (on-site) Septic 72-003(3/76) Page Department of Health and Environmental Protectien Nequest fer Appreval ef Individual Sewer and Water Facilities Legal Description: Lot 8 Block 1 Heritage Hills Subdivision Coi~Reni; s: Affadavit Attached: (') Letter Attached: ( ) Date: Department Worksheet: Performed For Leeal Bescription: This Form Reports "One test is worth a thousand oBinions" ~B~E BUILDERS Date Performed Lot1~ 8~ock Subdlv~s~on Soils Loq .yes June 21~ 1972 Percolation Test neoth Feet 1 2'--- 7 In Soil Characteristics Silt overburden Gravel-sand silt mtxture ( St4 ) Was Ground Water Encountered? I¢ Yes, At what Denth? Read i nq Da te Net Gross Time Time Denth to H20 Net Dro Percolation Rate Minute Proposed Installation: Seenaee Pit yes Depth of Inlet Depth To COMMENTS: Test p~t o~uly 25_0 square feet absorp_tion area rec~uired per bedroom no water table or bedrock ~1 ft. below seepage pit Test Performed Bg_~~_ Drain Field Bottom Of Pit Or Trench Data Certified By: eow~mm~mTnW mmSTLAB Date: · ~/- ~ Performed For Leaal Bescrintion: Lo t?__a3_._B 1 DC k__ This Form Renorts Soils One test ~s u orth a thousand opm~ons RELIABLE BUILI~EES F)ate Performed Subdivision Her±t~e yes 6-21-72 Percolation Test 1 2 neDth Feet Soil Characteristics Silt (~erburden Was Ground Wate,' I~ Yes, At Wha? Readinq to H20 Net Oroni Percolation Rate Hinute Pronosed Installation: Seepame Pit yes Drain Field Deoth of Inlet Depth To Bottom Of Pit Or Trench cnMMENTS: Test P]Lt onl~L 2~0 square feet absorption area required per bedroom no bedrock or water table within 4 ft. of bottom of seep~e pit Test Performed By ~~ Data Certified By: CONSTRUCTION Date: ~-~/- Performed For Legal Description: Lot6&? Block__ This Korm Renorts Soils Lop yes "Ow test is worth m tho. s.nd ol~inions" Reliable ~uilaers Date Performed Subdivision HERITAGE Percolation Test ~eoth Feet Soil Characteristics S~lt Overburden 1 5 7 9 In Gravel-sand :silt mixture Was Ground Water Encountered? NO IS Yes, At what Denth? I Readin~ Date Gross Time Net Time Depth to H20 I Net Dro~ Test Performed B.y ercolation Rate !linute Proposed Installation: Seepage Pit kris8 Drain Field Depth of Inlet Depth To Bottom Of Pit Or Trench C~MMENTS: m~_at p~t onl~ 2~O,squ~e ~ee~ sbsor~ttome~es ~e~ulreO~Be~ bedroom ~o v&te~ [~ble o~ ~e~rock k ~t. ~elov seepa~e Data Certified By: Date: MUNICIPALITY E f Development Services Department4 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 015-221 1. GENERAL INFORMATION Expiration Date: _ I v6 15 , 0,0,U, , Complete legal description HERITAGE HILLS BLOCK 1, LOT 8 Location (site address) 12341 FREEDOM ROAD, ANCHORAGE AK 99516 Current property owner(s) HEAFER REVOCABLE LIVING TRUST Day phone Mailing address Real estate agent 12341 FREEDOM ROAD, ANCHORAGE AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ /I-- Waiver request for: CC(0 5 0 Y tp �I`0 n J,!S�-f b P y p��f�y �1�h a Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 550 Date of Payment ZcA Receipt Number %D9QG 2 COSA # O S C a 11 (o 5 Date: Waiver Fee $ V A 5 Date of Payment H W Receipt Number 11 6 17 5 Waiver # 0S V 021 1 6 9 0 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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 (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN PE Date 11/5/2021 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 estimate of how long a system will function satisfactory g��• • • • • :1,9 ��� for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & FWD 5 .� i1i • . • ••: 6. DSD SIGNATURE :• • Curtis Huffman c�`•• System #1 Approved for bedrooms �s�'CE 128991 •. •'�,�� •.11/5/?1•'F�,�, System #2 Approved for bedrooms �klk �, ROFESSIO Disapproved Conditional approval for bedrooms, with the following stipulations: TY OFi- f� -cZ ON -SITZ= �%- WATER AN nl '-'lllIII „�N�N))? i i By: Original Certificate Date: Jr a2�o2 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: HERITAGE HILLS BLOCK 1, LOT 8 Parcel ID: 015-221-05 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 8/27/1977 Total depth 250 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 11/3/2021 Static water level at beginning of test 206 ft. Well production at time of test 5.1 gpm Water storage tank volume NA gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate 2.20 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample 10/13/2021 Comments __________________________________________________________________________________ B. TANK DATA Age of tank(s) 2 years Tank type/material STEP / STEEL Measured operating fluid level in septic tank * Standpipes/foundation cleanout per record drawing Date of pumping 11/2/2021 C. LIFT STATION Required maintenance completed Age of lift station 2 years Lift station material Comments: *FLOAT LEVELS D. ABSORPTION FIELD DATA Which system tested (date installed) 1980 ALL standpipes present per record drawing Total measured depth from grade *11.1 ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date 11/3/2021 Results Pass For 4 bedrooms Fluid depth prior to test 34 in Water added 710 gal New depth 53 in Elapsed time 1420 min Final fluid depth 33 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date Comments/Deficiencies: *MOA IR STATES 11.5’ TD. 1977 FIELD LOCATED W/ NEW MT INSTALLED 2’ BELOW LATERAL. 9” OF FLUID IN 1977 FIELD. E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No *85 ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/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 From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Property Line > 5’ Yes if No ft Absorption Field > 5’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft Property Line > 10’ Yes if No **3 ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No F. ENGINEER’S COMMENTS *EXISTING MOA WAIVER. **WAIVER REQUESTED WITH THIS SUBMITTAL. G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 11/12/21 t -Municipalle mr li�nr��i��nonr��r�reeen� P.O. Box 196650 0 4700 Elmore Road A_ nchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section �ruot Ucl�rtment *** ,R REVIEW **** Waiver#: OSV211090 PID#: 015-221-05 COSA#:OSC211654 Permit#: Legal Description: Heritage Hills Block 1 Lot 8 Engineer: First Water Consulting Applicant: Heafer Revocable Living Trust 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 3.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. e■rmrnerrerrrrmer■rrnaerrernrrerrmm■■e rnrremerreerernernerreremrrrrrrrrnv■erre Waiver is Granted: X Waiver is not Granted: Date: Approved by: L� Name of Reviewer ■r■nem■rrrrereeeerreerrernenrenemre■era®rremnerrmmreerrenr■rrernerreererreernr� 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com November 12, 2021 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: HERITAGE HILLS BLOCK 1, LOT 8 – FIELD TO LOT LINE WAIVER Per the attached and recent Kenneth Lang, LS survey – the existing 1980 is approximately 4’ from the south property line and therefore respectfully request a field to lot line waiver of 3’ be granted at this time. Granting of this waiver is justified since the existing field has been in operation since 1980 with no known issues or ill effects to the adjacent land, which is the 100’ ROW of Huffman Road and it is anticipated that the field will not have any future impact on the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. MUNICIPALITY OF ANCHORAGE r Development Services Department _{{ Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Owner Seatic Tank: Lift Station/Pump Vault Maintenance Log Street Address I aZ.3 y 1 *Sludge level inches *Pumping: required es no •Pumping completed es no Lift station: '3 *Pump basket cleaned es` no *Effluent filter cleaned ves L no *Control floats cleaned es no •Proper float settings confirmedves no •Operation satisfactory es no Alarm System: *Dedicated electrical alarm circuit ves L no *Audible and visual alarm inside dwelling rves no •Alarm system operationL'- C,�a.,acto not �atisfacto Manhole Riser •Ground water intrusion at riser to tank connection yes C no Ground water intrusion around pipe penetrations Ves nno •Manhole lid: Functional ves ) no Insulated es�� no Other •Weep hole functionale no Properly Secured ge no •All manufacturer required inspections and maintenance completed es no r.nmmPnt-q- Qualified Maintenance Provider: Technician Looslc-�,,-vi Eoki(,�p� .� c" Date of maintenance Company �•'r—s s�V'�� Signature Date OV a, / 30.0' N 00'01'00"E 80.00' AS BUILT _X- SCALE 11 — 40__ GRID _ SW 2737-- Project No. --21=77-0-1-R-1---- Lang & Q 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone (907) 5kenQlan92-46survey5 Fox2-46O Professional 1 ionothan®longsurvey.com o0 C O .• O q S 4 ASPHW c \ DRIVEW, 0 8.8'- WPORCH - I LL 2.0'x17.3' - CANT \ \ 10' UTILITY Lot 7 \ EASEMENTS — CHAIN-LINK FENCE J , N WELL 100' PROTECTIVE RADIUS MANHOLE 23.2' r o 1 < 24.0' 10.2' 6 SEPTIC PIPES 10.0'x10.0' SHED p erg"F w (6 Lot G7 � 37.0'�T izz' 16,414 S.F. (C) / SHED 1.8'x5.0' x8.2'{a CANT Lod P1 �-�SEPTIC PIPE—� �O^2, N 89'59'00"W 145.00' HUFFMAN ROAD Lot 2 Lot 1 10' UTILITY EASEMENTS 0 6 to PLOT PLAN ___ AS BUILT _X- SCALE 11 — 40__ GRID _ SW 2737-- Project No. --21=77-0-1-R-1---- Lang & Associates inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone (907) 5kenQlan92-46survey5 Fox2-46O Professional Land Surveyors ionothan®longsurvey.com o0 C O .• O q S 4 I hereby certify that I have surveyed the following described property: LOT 8, BLOCK 1, HERITAGE HILLS (PLAT No. 63-41) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the _! t__ Day of __�� ____, __`L 7 __, at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. KENN�H iG. LAN � .:.o 012. ' y�o 4�Q�'�OFESSIONAL . AECC963