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HomeMy WebLinkAboutSECLUDED HILLS BLK 1 LT 8S eGLu.ded N�LLS MUNICIPALITY OF ANCHORAGE DEF TMENT OF HEALTH AND HUMAN SERV S 0 Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name/� --�— DISTANCES Address fliONl TO vmx SEPTIC ABSORPTION WELL pP& Bok %70asV/ i}y/-_� �_/i�f, r�X 99S°%% TANK ` FIELD ` Phonels) Permit No No. of Bedrooms WELL 69��z-76 870 / _ LEGAL DESCRIPTION LOT LINE' Lot y Block / Subdivision FOUNDATION Township, Range, Section y� J �.� �� AS -BUILT DIAGRAM (Show location of well. septic system, property lines, foundation, La YI cinveway, water bodies, etc) TANKS F—FT-1-1—I—I I I -- TI— X SEPTIC ❑ HOLDING Man u l aclur ever �p 7�ro Capacity in gallons M Material r No. of Compartments e TYPE OF SYSTEM ❑ TRENCH ❑ BED W. DRAIN ❑ OTHER Depth to pipe boltom from original grade FT Total depth from original grade r / I 9r ` 1 r - O - Fill added above onginal grade / FT Gravel depth beneath pipe 3° S` FT Gravel length -</ FT _ _ Gravel width -I' FT Total absorption area %Y SQ FT _ Distance between lines _ __ FT NWnber of Imes moil rating SQ FT Pipe material 3a35C Installer Date Installed WELLS PRIVATE ❑ OTHER (Identifv) — Classrtication IAB,C) ' t otal Depth FT Cased to FT Installe Date Installed: REMARKS: tear ✓rhei�s alar Clel A. / I Inspections Dale. e: CS 1f Perlonned�by: A 0-, ,� ►-3/r�7 certify [hal this inspection was performed according to all Municipal and Slate guidelines in ellecl on this date: 1 y'�o 40 21 97- Health Department Approval: _ Date. — c -u 10 for w) 1. ENGINEER'S SEAL IR -11�1 v q�1 2 A i 1 �" FA 1 .. n KS" P RK 1; 1),.: 1; A 1!,i,;1 ii :;� !:�:i i! ::. DEPARTHENT OF | 1416. 111 AND HNVIRONMENTAL PRO [ECTION 825 1 REEl AN[HORA�|� AK 99501 , , 264-4720 V! N A --- K 1 R, 1-13 M K� by F nU1 � Ma AN K. 1_A`. R 9 n nk 0-4 it 1' PERMIT NO: DATE ISSUEU� APPLICANT: ADDRESS: C|]NTACT PHDNE: LEGAL DESCRIP: LOT SIZE: 870134 ENGINEERMD DES1;QM 06/15/87 CHUCK BARR P.U. 11UX 770541 EkGLE RIVER, AK 99577 694�2767 SUBDIVISION: SECLUDED HILLS SUBD. LOT: 8 BLOCK: 1 SECTION: 27 TOWNSHIP: 121.-J RANGE: 3W 84727 (SQ,FT. OH ACRES) I certify that: 1. I am �amiliar with the requirements |or on-site sewers and wells as set �orth by the Municipality of Anchorage (MOA) and the State oH Alaska. �. I j. 11 install the system in accordance with all MOA codes and regulations, and in rompiiance wiLh the design criteria o s permit" 3. I will adhere to all MOA and State o< Alaska requirements for the set back distances 1rom rum exisVing well, wastewater disposal system or public sewerage sysLem on this or any adjacent nr nearby lot" IF A LIFT HIM [ON IS INSTALLED IN AN AREA CUVERED BY MOA BUlLD]NG CODESi THEN ( 1 ) AN ELECTRICAL PLRMIT AND INSPECTlON MUST 8E OBTAINED; (2) AS-BUILTS WILL 1 lO7 BE APPROVED WITHOUT AN ELECTRICAL INSPECTlON REPORT; AND (J) THE ELEC111IC6L WURK KIM F W DONE 8Y A LlCENSED ELECTRICIAN. ' / SPF,CTFJC(-)'lTONS FOR 01\1--``UTF. St"PT1C E')YS)TEM Ghl- RECOMMENDED Lf"ACHFIELD DIMENSIONS 10 !11: 1 1; *** SAND FIL'IT"R 1\10l REOWURED DUE, 1,0 PPU,-'SI'-a'NGE OF ML LOYI,ER AT -t0' S 0 T L CONDTT.T.ONS MAY V()RY SUBJEC,r ro h APPROVOL AT 'f 'I'll L OF' TN S'l A L L ATI () N A I RECOMMENDED Lf"ACHFIELD DIMENSIONS 10 !11: 1 1; *** SAND FIL'IT"R 1\10l REOWURED DUE, 1,0 PPU,-'SI'-a'NGE OF ML LOYI,ER AT -t0' S 0 T L CONDTT.T.ONS MAY V()RY SUBJEC,r ro h APPROVOL AT 'f 'I'll L OF' TN S'l A L L ATI () N A SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION • TEST 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: C�—� °e G �l �� r' DATE PERFORMED: JG�e 3 �Sd7 LEGAL DESCRIPTION: �G�`^r`��'d Sec �7 SLOPE SITE PLAN 1� 2 3 4 5' 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Tpar:/ brawl - Or•/'4n -Cc r4 ✓P I (S ,o ) / 4s0 S4d pG Nor//5YGo�l� /4li k� -/.NC S•4 w/� m/- OF At4%tIll -'STH•' 1"s A. Butero CE -6736 ROFESSONP,�� 20 WAS GROUND WATER n/ S ENCOUNTERED? L O h /e muNr?•re�i E IF YES, AT WHAT 7 dn,a t DEPTH? Reading Date Gross Time Net Time Depth to Water Net Drop' V u� PERCOLATION RATE /4"0 '7" ee _(minutes/inch) TEST RUN BETWEEN FT AND FT COMMENTS S4/�A� wUc�/c� /�i/+G Ae /Ptqi �ji Cr S/ � y �y ✓� C /n L� r� G r' -- PERFORMED BY: Eagle River Englneerinq Rarvlcen CERTIFIED BY: DATE: P. 0. Box 773294 Eagle River, AK 99577 72.008 (6/79) 694.5195 SOILS LOG MUNICIPALITY OF ANCHORAGE u DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ❑ PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Ch (' e- Ar eel r DATE PERFORMED: 4 3 '5--7 LEGAL DESCRIPTION: 2,9 y'/ ;I/J /a y le aw -re o --1 % _ rM SLOPE SITE PLAN TOPXod— 2 3 4 5 _ _ 6 7 (aro w n/ 9 10 11 12 ' 13 -- 14 18 ... wR.................�... Louis A. Butera 4w 19 Q ' �a!b Aw B�OpROFESS4flA~'�� WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? yyrrJU 7 ola"V s Reading Date Gross Time Net Time Depth to Water Net Drop Nol pe.c'eo1 _ %eJt v!e 4 G wolo.�c-d PERCOLATION RATE_ /z/ —(minutes/inch) TEST RUN BETWEEN FT AND _ FT COMMENTS Al1'e Aa a 1 fel-; i for Nfw S.% -'e _ PERFORMED BY: Eagle River Engineering Services CERTIFIED BY: �" _ DATE: F ox 773294 Eagle Rlvor, AK 99577 72.008 (6/79) 594.5195 IIAUNICIPAI.ITY OF ANCH M G DEPT, OF HEALTH & IRONMENTAL PROTECTION Municipality of Anchorage • �.r CCT 1198%DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street,. Anchorage, Alaska 99502-0650 RE C E I V E D SOILS LOG -- PERCOLATION TEST YYOa Y� PERFORMED FOR: DATE PERFORM ":x ,'87 G/}R�S �xcAt/,4Ti.�% �� LEGAL DESCRIPTION:,"7-0 &A'/ WtRb&i A11w Township, Range, Section: -z-41 zji.) SSC Li DEPTH �–r SLOPE F --f— PLAN 7 FFFTI I 1 7 X4&14'U. U OF AL if ENCAl!i SEAL) RATE If � . r ' ge t tom' 7 • �rbk •*gets •.• sa.a �.. f / 6�0961 CE - 2251 0 COMMENTS �1T /Ia1� 7 i I D �- 2 hh f,c?� sgJb/ t,�,ave1. 3 4- Gross Net Depth to Net Time Time Water Drop uPERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER / 6 6 ' COMMENTS �1T /Ia1� 7 Se1G Crx�d TF�� F�' 61k R r" n��,E ;9F 5��✓. Ck rrF _ 5/,0ArM .,sit .1 - ✓1L ^ eflcl W121 /ti15 Ee- ,. j %/sir of S�70M ✓AR/_b au& 541I1e-. 8 }' ALR --5 ,J�/ A• J.J�R--A 9 J 10 ; •" 11 12 7 �- 13 14 ;PefeR 'Ta FA616 elV-P$ 15 Er/Flit cZ"� 1✓b Solt 4041 D?iE1j !-�-89 yi"e 40 16 � I "e111vle. 17 18 19 20 WAS GROUND WATER // ENCOUNTERED? 0 IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? — Date: 3 J E Reading Date Gross Net Depth to Net Time Time Water Drop uPERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER / TEST RUN BETWEEN FT AND __ FT COMMENTS �1T /Ia1� ro %�Jfy Se1G Crx�d TF�� F�' 61k R r" n��,E ;9F 5��✓. Ck rrF _ 5/,0ArM .,sit .1 - ✓1L ^ eflcl W121 /ti15 Ee- ,. j %/sir of S�70M ✓AR/_b au& 541I1e-. PPQr0AAAFh RY }' ALR --5 ,J�/ A• J.J�R--A i f ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) uPERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER / TEST RUN BETWEEN FT AND __ FT COMMENTS �1T /Ia1� ro %�Jfy Se1G Crx�d TF�� F�' 61k R r" n��,E ;9F 5��✓. Ck rrF _ 5/,0ArM .,sit .1 - ✓1L ^ eflcl W121 /ti15 Ee- ,. j %/sir of S�70M ✓AR/_b au& 541I1e-. PPQr0AAAFh RY }' ALR --5 ,J�/ A• J.J�R--A i f <`� ��" CFRTIFY THAT THIS TEST WAS PFRFORMFD IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ALASKA ENVIRONnnENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 JOB LOT 8 SHEET NO. - OF CALCULATED BY DATE CHECKED BY DATE 0 WELL AND SEPTIC SITE PLAN LEGAL; L❑T 8, BLK 1, SECLUDED HILLS OWNERi PEPPERS CONSTRUCTION CONTRACTOR:BARR CONTRACTING EAGLE RIVER ENGINEERING SERVICES PO BX 773294 EAGLE RIVER, AK. 99577 694-5195 RIGHT OF WAY CLEANOUT SCALE, 1'=50' ooa°© °na°oc 000A°oAo°o°au- ^ �� °Yeee °°°Oo°oonne a°eee as oe �� Louis A. Bute Via® �;o° CF -6736 �.° MUNICIPALITY OF ANCHORAGE 00 ' DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL(�- OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Daty 1. GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) /7200 (b) Property Owner 6r/. C/% Telephone: Home 3 --z� S!L-Z _ Business2 Mailing Address 3�0� C�zlc.le Q ✓e /�x��wz..� 1�9f /7 (c) Lending InstitutionXj GtV �lsTelepho`�s Mailing Address_ (d) Real Estate Company and Agent Address Telephone (e) Mail the HAA to the followina address: or: Check here if hold for pick up. List contact person and day phone number below. 1-2 2. TYPE OF RESIDENCE Single-Family,n Number of Bedrooms 3 3. WATER SUPPLY Individual WeIIZ Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-075 lRev 8/861 Front 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, I verify that my investigation of this 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 /T / C S _ `G Telephone C! O Address /ao0 C.J 3.3rV 3 Date ��i �g gr sTi..♦r.•••. .x *.goes . ¢ A � b �H.•ue .s...... ego geg•eea OY C. REID, JR. : B C�nlrs o 3e AV �.•� Hca 6. DHHS APPROVAL Approved for r4Pee bedrooms by % Date .T, Z&& Approved Disapproved Terms of Conditional Approval Conditional CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates 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 order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (Bev s/as) Back rnu�nclPrun ole n�cHv,r,cr: uivlSUN MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4744 t. Legal Desertion: 2 — A. WELL DATA Well Classification P!y–� ILe If A, B, C, D.E.C. Approved (Y/N) Well Log Present &N) _ Date Completed V /_� ,P Yield 7v�1 Total Depth Cased to �Depth of Grouting Static Water Level — Ae ow To �.r Pump Set At Casing Height Above Ground — / Electrical Wiring in Conduit 11N) Separation Distances from Well: SanrLary Seal on Casing((4 N) Depression Around Wellhead (Y6i) i To Septic/Holding Tank on Lot /t L' S — ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot 16Z r ; On Adjoining Lots To Nearest Public Sewer Line N1 To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot'��� Water Sample Collected by �cl�i _ ; Date�`�� Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installedr� % Size /Vor Standpipes (WN) Air -tight Caps fF/N) Depression over Tank (Y/V) Pumping/Maintenance Contract on File (Y/N) No. of Compartments Z_ Foundation Cleanout/N) Date Last Pumped 4;0-t� for Holding Tank High -Water Alarm (Y/N) 4�z4 Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well i To Property Line' To Water Main/Service Line Course Comments Page 1 of 2 72-026 (Rev 8/86) Front To Building Foundation To Disposal Field l� -7,r " To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ��� n�/� Type of System Design /tip �t Date Installed ! Length of Field / Width of Field � Depth of Field Square Feet of Absorption Area Depression over Field (Y/L) _ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well To Building Foundation _i / Gravel Bed Thickness Standpipes PresentrN) Date of Last Adequacy Test /Lt2 To Property Line Lot N°nd?— ; On Adjoining Lots i 02 To Existing or Abandoned System on To Water Main/Service Line /t;/A- To Cutbank (if present) N�i4 To Stream/Pond/Lake/or Major Drainage Course ��`' /Lc' e' To Driveway, Parking Area, or Vehicle Storage Area t n -l- / Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access "PumD-611`1" Level at ** Check Permitted Bedroom Rating Against HAA Request ** Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify that I have ck verifie , or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed Date041 / / /rr- ���.ra�a�agi� G4� Company / ` 'CJ ,� � MOA No. r�� '��' Z� � ��Fi.OFA • ��t�'�® •, Recei tNo. ������ Ay p go *'• 49TH Date of Payment — — y �••••••• ••••• •....:.. Amount: $ 0. .••as•• ., d LE C. REIDJR. o g ®®,�• CE -225i 0 `• �`�' Page 2 of 2 72-026 (Rev 8/86) Back (907) 243.2282 KEN JOHNSON IKENIS COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 35 YEARS ALASKA DRILLING PAGE ONE MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION fE8 3 9988 RECEIVED 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 AUGUST 15, 1987 LOREN KROON & ;IAL GRINDLE GRINDLE & KROON 00. 3400 BALCHEN DRIVE ANCHORAGE, ALASKA 99517 ( 243-6559 HM 279-2092 rWK \)c"lp REQ LOT 8 BLOCK ONE SECLUDED HILLS SUBD. 1 ) �r✓� WATER WELL LOG 0 ft -to 3 ft FILL 3 ft to 19 ft Brown silt some grav 19 ft to 27 ft Med, grav & brn silt 27 ft to 28 ft Cobble 28 ft to 56 ft Pled, grav & brn silt .. drls. open 56 ft to 60 ft Wet sand 60 ft to 80 ft Med grav & lt. brn silt..drls..open 80 ft to 98 ft Course grav & gray silt 98 ft to 118 ft Clay with some fine grav 118 ft to 119 ft Med. sand & gray..Weeps ( poor ) 119 ft to 123 ft Med. grav with some clay..drls open.. 123 ft to 135 ft Gray clay .. drls open 135 ft to 13.9 ft Fine grav some sand..H2O.. 1 to 2 gpm ( can perf ) 139 ft to 166 ft Hardpan..course gray..gry slt. dry..tight.. 166 ft to 170 ft Med. grav & brn alt, drls..open 170 ft to 176 ft Fine grav & med snd..H20..7' head.Brn. (can perf )9. GPM 176 ft to 182 ft Sandy brn silt..some med grav 182 ft to 185 ft Course grav & brn slt..tight 185 ft to 186 ft Weep in 20 ft overnite..Bail dry..Poor.e no perf 186 ft to 202 ft Course grav & It brn slt..tight 202 ft to203 ft Cobbles , 203 ft to 212 ft Med grav & It brn slt 212 ft to 213 ft Sameb.weeps..poor 213 ft to 224 ft Hard pan dry.. 224 ft to 225 ft Weep in 30 ft overnite ( can perf ) Marginal .. 225 ft to 233 ft Med grav & brn slt..cl.ay texture.. drls open.. 233 ft to 235 ft Course grav & brn silt..tight.. 235 ft to 240 ft Course grav & gray slt..hardpan..tight.. 240 ft to 247 ft Clay & med gray..drls open 247 ft to 250 ft Weep in 20 ft overnite..bail dry..poor .. 250 ft to 258 ft Course grav & It brn slt..tight 258 ft to 263 ft Course grav & cobbles 263 ft to 271 ft Weep in 40 ft overnit bl dry.ors gry brnslt.can prf.marg 271 ft to 275 ft Finer gray..H2O..8 ft head 2 GPM ( can peri ) 275 ft to 278 ft Lt brn slt & med grav dry.. 278 ft to 308 ft Clay & med grav 308 ft to 309 ft Med.grav & snd H2O.30' head.bl dry 1 GPM ( can perf 1 ft CONTINUED NEXT PAGE (907)243-2282 KEN JOHNSON KEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE 35 YEARS ALASKA DRILLING LOREN KROON & HAL GRINDLE GRINDLE & KROON COMPANY 3400 BALCHEN DRIVE ANCHORAGE, ALASKA 99517 PAGE TWO REsi LOT 8 BLK. ONE SECLUDED HILLS SURD. PLATER WELL LOG CON'T'INUED FROM PAGE ONEII MUNICIPALITY OF ANCHORA©� DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION iii tQEN DRIVE ArRa'w CSL, KA 99502 AUGUST 15, 1987 309 ft to 313 ft Fine dirty sand..silty .. 313 ft to 318 ft Clay ..gray .. 318 ft to 326 ft Grav & gray silt..Till.. tight 326 ft to 332 ft Clay & med gray. drls open.. 332 ft to 333 ft Fine grav & med sand..H2O..3 hours water bailing & sand pumping ..Approx. 3.5 GPM.. 60' head 100% draw dn. Weak recovery.. 333 ft to 336 ft Silty gray clay some fine gray. dry.. 336 ft to 338 ft 336 ft. GL.. 338 ft. TOO.. Water bearing fine rav & med sand ALL READINGS ( TOC � top of casing Overnight STATIC WATER LEVEL 268 ft ( 70 ft head ) Test bailed for four hrs. at 5 GPM Drawdown to 308 ft. ( 40 ft. DD ) Good recovery Total casing 337 ft -8j in.' ( TOC ) Total depth 338 ft. TOO.. Bottom stable..open end finish.. -G ^ .*f' so/nZou ' - / �_ K0UNIUI-IAL|TYOFANCHORAGE: - s'^ PERCOLATIONDE��R7KE�TOFHEALTH�NDENV|RU��ENTALPROTECT|0N rsor ous L. mmm' A"woraoo, mo,ko 99501 264-4/20 ^' SOILS LOG ~ PERCOLATION TEST PERFORMED FOR: oArrpsnprnmcni_ LEGAL SLOPE l�4 18 17 18 . | 19 n»Snpoumnw»7sn c swCnuorznED? � p |pYES, xTWxxr ./ s nsprx/ --_--��-'_-- 0iTepL«m 20 //�''' '/ �-- ------ ------ - / j pp ^� HroL^T/omxArc-�^.��'_�-/_�^�_~~~__~~(.,/^.,w'..^.. rscr tommcrT3_ --V(� ---`'�����— --- --------���`^-'-'��-- psn�nxx�pn~' ``` /oson,�___/__ ` /_____________»������ ' to- 20 //�''' '/ �-- ------ ------ - / j pp ^� HroL^T/omxArc-�^.��'_�-/_�^�_~~~__~~(.,/^.,w'..^.. rscr tommcrT3_ --V(� ---`'�����— --- --------���`^-'-'��-- psn�nxx�pn~' ``` /oson,�___/__ ` /_____________»������ ' unicipd ' ity ®f Anchorage P01 11 6-650 ANGHORAGL, ALASKA 99502-0650 (907)264-4111 TONY KNOWLE S. MAYON DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION November 21, 1984 Mr. R.L. Myers 11736 Wilderness Drive Anchorage, Alaska 99516 Subject: Lot 8 Block 1 Soluded Hills Subdivision" The property owner of a piece of land is responsible for its condition. In the case of a "dangerous excavation", the law is quite clear in placing full responsibility on the owner to secure such an area(Sec C 15.20.D20 B.3). I am enclosing a copy of the Nuisance Ordinance for your information. I would recommend that you backfill the testhole as soon as possible. If there are any further questions, please call this office at 264-•4720. Sincerely, Susan E. Oswalt Sanitarian SEO/ljw Enclosure R. L. r ERs 11736 WILDERNESS DRIVE CHo GE, Al-f-')SKA 9951 TO WHOM IT MAY CONCERN, QE REc TLY BOUGHT A PARCEL of LAND !N SECLUDED HILLS SUBDIgISI Cjtj . RECENTLY MHILE WALKING ARouIMD THE ND WE DISCOVERED A LARGE HOLE WHICH WE Assam ED S AR rl! OF THE PERK TE. DONE ON THIS PARCEL EARLIER THIS YEAR. THls HOLE IS APPROXIMATELY 10 FEE; DEEP D s DIHESIONS OF 10 FEET BY 3 FEET. THE QUEM I I HAVE IS WHOSE RESPONSIBLE IS IT TO REFILL THE HOLES THE HOLE IS DANGEROUS IN ITS RREs T CONDITION SHOULD SOMEONE 'U BLE UPON IT BY AcclD T7 IF YOU COULD BI9E ME SOME INFORt--lATION . WHOSE RESP�rSIBILI' IT IS To REFILL THE HOLE IT WOULD BE G TES APPRECIATED.