Loading...
HomeMy WebLinkAboutLAKE HILL ACRES #1 LT 2, • a fiM N 0Sl-Asa- oa i 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: SW ?4t'917'9 PID Number: D 5/ - 057--,Oz Name: A�118m_l P vc. SqM� Wastewater System: ❑ New KUpgrade Address: ABSORPTION FIELD i ZQL. Phone: 6i - 3(/ jV 9 No. of Bedrooms: 13 ❑Deep Trench hallow Trench [I Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: Or � Total Depth from original grade: GPD/Sq. . Ft. Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe _L, 6k(Mig IA/ Z..5- Ft. 5,r 0 Ft. Township: / Range: Section: Fill added above original grade: Gravel length: ?0 0 /,0 Ft. / Ft. WELL: El New to Upgrade Graveldepih kvi DTl1 3 Number of lines: Distance between lines: X 51/N FL Ft. Classification (Private, A,B,C): Total Depth: _ = -Cased To: Total absorption area: Pipe material: " RYe 3034 CW 1V4�C –�--'�Ft. Ft. e UO SQ. Ft. Driller: I� bate Drilled: Static Water Level: Installer: Date I tall d: !� Ft. IZsISINUS N E f/251L yield:t w� Pump Seat: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES (Septic 11 Holding ❑S.T.E.P. To Septic Absorption - Litt Holding PebUg/Private Manufacturer: Capacity In gallons: From Tank Field Station Tank Sewer Lines R, aft, !*�1 000 Well !�Z pZ� / /ylA N1 l i �0 Material��` Number of Compartments: Surface NIA _� LIFT STATIONa/'p Water Lot/d6) �y / / i Size in gallons: Manufacturer: Line Foundationzo ' � �' NlA "Pump on" level at: ; p off' level at: High water alarm at: CurtainA//� �� – Pump Mek del Electrical Inspections performed by: Drain / • BENCH MARK Remarks: �X/ TiNG /EG _E / �1� Location and Description: ,A , - -51-14E v45L41-7-0 NK /C44) 18OLL010 12r 5112/1`th;alvj ar 9J' Grp r4 L 'v" kegr � D �lavS Assumed Elevation: /00. o Or-E�C1NE£p'9'*�S�L 'L�',f`/ ta'/';��'�i G aP 9�f. a'ms 0n a44.4��� . ° �nl /�/'/°e� � c;� < 3 Irl L / 11115 ✓lG co ce— 1_) 0/ 9 b (. 9 oe oaesoota�q°oosoeaa.oasa.00e , Inspections performed by: Dates: 1st ,,;vo,a•aa••�bo • peBos;.• 2rld�9 5f �, �:g 4� Louis A. Eutera . r Department of Heal.tti nd Huma rvices appr vat�o aoras�"��4 Z �� Reviewed and approved by: Date: 72-013 (1191) MOA 25 Permit No. SW940170 Page 2 of 2 Municipality of Anchorage 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 I anal f)asr.rintinn: Lake Hill Acres #1, Lot 2 PID No.: 051-052-02 I ELEVATI❑NS (NOT TO SCALE) BBOT -TO I —M OF SIDING, SE CORNER OF HOUSE AS�1 Si ELEV = 100.00' r— m FIELD = ORIGINAL � +1' ADDED FILL GROUND rn LEVEL @ 94.7' (SE)t94.7' t2' 95.6' (NE) 2' 35PSI INSULATIONNO GWT 81.2' TANK 93.5' 3.3' 93.1' 93.1' SE TRENCH PIPE ELEV = 92.0' BOTH SIDES 72-013 A (Rev. 9:91) MOA 25 SWINGS A-2 = 59.0' B-2 = 22.6' A-4 = 61.3' B-4 = 29.2' A-5 = 61.5' B-5 = 30.1' A-6 = 61.8' B-6 = 30.6' A-10 = 76.4' B-10 = 44.5' A-12 = 81.1' B-12 = 53.8' SLE 1"=60' NEW TRENCH EXISTING TRENCH • - MONITOR TUBE o - SEWER CLEANOUT ¢ - WELL — - EASEMENT PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650�� ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT�� PERMIT NUMBER:SW940170 DATE ISSUED: 6/09/94 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 6/09/95 OWNER NAME:KUBICKI PAUL P & OWNER ADDRESS:22716 OLD GLENN HWY CHUGIAK, ALASKA 99567 PARCEL ID:05105202 LEGAL DESCRIPTION: LAKE HILL ACRES #1 LT 2 LOT SIZE: 17000 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) . 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: I 14 Drop moItVDiemocyov ISSUED BY: DATE:- 4' ATE: ' DATE: �,q — �— � Louis Butera, P.E. Registered Civil Engineer May 18, 1994 Jim Cross, P.E. Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lake Hill Acres #1, Lot 2 Narrative & Waiver Application Dear Mr. Cross: On behalf of our client, we request a 10' waiver of the 100' minimum separation distance of well to field, and well to tank to 90'. Due to small lot size and existing well location, this 90' distance is necessary to provide the required absorption area while retaining the existing field and observing lot line setbacks. We feel it would be prudent to retain the existing field and utilize a diversion valve to minimize future leachfield replacement problems. While asbuilting the site, it was discovered that an existing tank cleanout, on Lot 3 is currently 98.8' from the well on Lot 2. The well on Lot 2 was drilled before Lot 3 was developed. We also request that this separation distance be included in the waiver. The proposed septic upgrade and waiver will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots have sufficient room for their own septic sites. Although reserve space is very limited by its own well radius, Lot 3 appears unaffected by the proposed upgrade or waiver on Lot 2. Lot 1 has a specified, unused reserve area located by previous permit. 2. Immediate neighboring septic systems are all +30' distant. 3. Drainage will not be affected and is not a major consideration in our design. The site topography indicates that surface and groundwater flow would be to the southeast, away from the well in question, supporting our waiver. Grade slopes 10-12% to the southeast in this area. 4. Attached are well logs for Lots 1, 2, and 3 indicating similar conditions. The logs indicate several thick protective layers of clay and gravel, and one thick layer of silt. Static water levels are above the water bearing layer, indicating a \C: \WPWIN60\WPDO CS\ 1994\94-011 A. NAR confined aquifer. Static levels for the wells on Lots 2 and 3 are 147', and 166' for Lot 1. 5. Near surface soils consists of organics, silts and clay with gravel. A single layer of GM type soils was encountered from the 2'-4' level. Percolation rates of the receiving soils at 4-13.5' levels indicated 15-18.5 minutes per inch. Soils near the bottom of the test hole excavations were very dense below 10' depths. No water table was encountered to 13.5' deep. 6. The names and addresses of the adjoining land owners are as follows: Lot 1, Block 1 Lake Hill Acres #1 Richard & Sandra Farmer P.O. Box 771725, Eagle River, AK 99577 Lot 3, Block 1 Lake Hill Acres #1 Del & Darlene Wormus 22706 Old Glenn Hwy., Chugiak, AK 99567 7. Statement of positive and negative impacts: • The waiver enables locating an adequately sized septic system on a small lot that has a poor well location. An existing violation will also be rectified. • The cost of the waiver will significantly affect the project budget. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \C: \WPWIN60\WPDO CS\ 1994\94-011 A. NAR SPECIFICATIONS FOR SEPTIC TANK REPLACEMENT LEGAL: Lake Hill Acres #1, Lot 2 A. GENERAL The drawings shall be a part of this specification. 2. All materials and workmanship shall meet the requirements of Anchorage Department of Health and Environmental Protection Permit. B. THE SEPTIC TANK Location of tank may require repositioning of sewer pipe through the foundation wall, with insulation as specified in #6 below. Pipe currently exits under footing. 2. Septic tank construction shall be a (minimum) 1,000 gallon steel, two compartment tank, currently approved by the Municipality of Anchorage. 3. Septic tank is to be installed level, ±0.08', on compacted base material. 4. All connections are to be made with caulder couplings. 5. The existing tank shall be pumped, removed and properly disposed of. Hole is to be backfilled with a base of pit run gravel to prevent settlement. 6. New tank to be provided with two cleanouts and "Bull Run" brand diversion valve or engineer approved equivalent, after tank. Light-duty plastic valves with a poor seal are not acceptable. A foundation cleanout 1-4' from home is to be installed prior to tank. 7. Soil or a combination of soil and extruded board insulation to a depth of 4' or equivalent shall be placed over tank. Twenty-four (24) hours notice required on all inspections. SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT 2, LAKE HILL ACRES fel A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 7.5' at any point. 4. The trench gravel is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 6. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 7. The new septic tank and leachtrenches must not be closer than 90' to the on -lot well. The septic tank and leachfield must not be closer than 100' to any off -lot existing private wells, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 7.5' GRAVEL DEPTH = 5' TRENCH LENGTH = 80'* TRENCH WIDTH = 3' SOIL RATING = 0.6 GPD/ft2 BEDROOM CAPACITY = 3 SEPTIC TANK = 1,000 gallons minimum NOTE: * 5' of the trench crosses the old tank location and is not considered a part of effective net length, total trench length is for design purposes 75'. However, the 5' portion shall be constructed in a like manner.. Twenty-four (24) hours notice required for all inspections. C:\WPWIN60\WPDOCS\1994\94-01 IB -SPC EAGLE RIVER ENGINEERING SERVICES P. 0. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 Lake Hill Acres 46, Lot L /y4-vlla.cai SHEET NO. ----- CALCULATED BY CHECKED BY - SCALE --- 00. 1 Y- SCALE CH IN OF DATE --_ - 05/18/94 - DATE_" 05/18/94 0.1 Louis A. CE N❑ SURFACE WATER NO KNOWN CURTAIN DRAINS SEPTBC SITE PLAN LEGAL: LOT 2, LAKE HILL ACRES #1 OWNER: KUBICKI CONTRACTOR: N A JOB # 94-01 1 DATE: 05 18 94 SCALE 1" = 40' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SLOPE TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL EASEMENT OF /is q 49TH* i „ LOUIS A. BUTERA O�Of ,,�CE-6736 #4F" �� (ENGINEERS SEAL) Municipality of Anchorage '�a�t DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: �Ctu(' 1: [/I//cDATE PERFORMED: 5-3-9y LEGAL DESCRIPTION: Z-4kc f/,//f /'C/cS'.Z, LoT? Township, Range, Section: Trrv. 7l1 4 FE3'1" I 1 i I v z•/ / /�_ 2 v.' 3 4 �• � 5,'l9Y SaH C. / (6M) Gfoue/. ,f/o Co66�e L • w,7h 6 a 7 8 Date Gross Time Net Time O Net Drop 9 5-1-1 q Q 10 // 11.70 /S M:N D.• (/H/% (ENGINEER'S SEAL) Municipality of Anchorage DEPARTMENT OF HEALTH R HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Pf� k- "A' C -k DATE PERFORMED: 5-3-`!Y LEGAL DESCRIPTION: 1,k, 11,115 �1� LaT Township, Range, Section: T/r t, R TYQ DFiiT1!_ SLOPE SITE PLAN 1 (FEEi1_ /VON -/1/oT. 2 /✓ // �% m C %Own L 0'.w/ �D(L� 14 C) Q, 3 a 0 At 5- ti 6 )r; 07 6- 6J 'S 7 72, 1/6" y 4@C y'OOLN Nbf 8 9 O 12 13 G Net Depth to Time Water 14 15 0 At 6 16- ti 6 )r; 07 17 17 'S r;23 72, 1/6" y 4@C y'OOLN Nbf 19 J Ff 20 COMMENTS WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT L O DEPTH? P E Depth to Water After Monitoring? �e7 Date: 6"11'514 5. Reading Date Gross Time Net Depth to Time Water Net Drop 7/'%d ' ti 6 )r; 07 72 8 r;23 72, 1/6" PERCOLATION RATE_ (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN FT AND 6 FT PERFORMED BY:� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:—/���i�'�' 72 008 )Rev. 4,85) , by DOC Co. dba SULLIVAN WATER FELLS P.O. BOX 272, CHUGIAK, ALASKA 99567 • TELEPHONE 688.2759 OWNER OF .AND 4klz / Co w S i^ DEPTH OF WELL / ADDRESS 1 7 7 STATIC LEVEL OF WATER FT. % LEGAL DESCRIPTION L r� I J MLAO 46i,r DOWN FT. DATE. - Started /�/ Fel Ended - /OZ,P 1) PERMIT NUMBER KIND OF FORMATION: From Ft, to ci� Ft. O (.1 4i ' f13 41:' c, 0%1 From oZ Ft. to�_Ft. C < H Y AV•C„PM✓c From Ft. to F.. 4'Y�A:�'L From ��.Sf Ft. to Ft. ' L t rr' / From Ft. to //J- Ft. From Ft. to -Ft. From FromLL/ Ft. to -J —Z2 F, Sq,U d From From FL to' Ft. X ad From /� Ft. to l Ft,,.ur/) Ft. to From Ll) Ft. to_f Ed From From/4L Ft. tr)�U Ft. C7 From Ft: to Ft. Ft. (o ---Ft. From I T Ft. to 9"�Ft.—_.�5 `}"jo 6 X4.rr= t.. Ft. From Ft. to Ft. Ft. to Ft. From Ft. to Ft. o Ft. to—Ft.---- Ft.—FromFt. From Ft. to Ft. to Ft. From Ft. to Ft. Ft. to dISCL. INFORMATION: GALS. PER HR KIND OF CASING From Ft. to Ft. From Ft, to Ft. From Ft. to Ft. From Ft. to Ft, From Ft. to Ft From Ft. to Ft. From Ft. to Ft. From Ft. (o ---Ft. Front -Ft. to__ Ft. From Ft. to Ft. From o Ft. to—Ft.---- Ft.—FromFt. From-Ft. to Ft. Froin Ft. to ._Ft. From _Ft. to Ft. From Ft. to Ft. From Ft, to Ft. From Ft. to _Ft DRILLER'S NAMEf Munic pality of Anchorage Ti Department of Health and Human Services 825 "L" Street Tom Fink, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June 8, 1994 Lou Butera, P.E. Eagle River Engineering Services PO Box 773294 Eagle River, Alaska 99577 A Subject: Waiver Request for Lot 2 Lake Hill Acres #1 Waiver Request #WR940026, PID #051-052-03 S'L&tLkov1c) Dear Mr. Butera: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are a private well on Lot 2 to the septic tank on Lot 2 of 90 feet; a private well on Lot 2 to the absorption field on Lot 2 of 90 feet; and the well on Lot 2 to the septic tank cleanout on Lot 3 of 98.8 feet. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, Daniel J. Roth Civil Engineer On-site Services DJR/ljm MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR940026 PID# 051-052-03 HA# Date Received: May 19, 1994 Legal Description: Lot 2 Lake Hill Acres #1 Permit # Engineer: Lou Butera, P.E., Eagle River Engineering Services PO Box 773294, Eagle river, Alaska 99577 Applicant: Paul/Jane Kubicki Waiver Requested: Well to septic tank - 90 feet; well to absorption field - 90 feet; well on Lot 2 to setpction tank cleanout of 9;3�.8 feet. Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: ✓< Waiver is NOT Granted: List Conditions or Reasons for above: SrF��9�/��N/�✓> Date: By/ viewer Rec #: 25916/4354 Amount: $_920.00 Date Paid: May 19, 1994 . Wl f�IvEg RFQursT TOR LOT 2 L/ikoE HILL 19CRES *t / w,4/vF-R RjEQuEsr Nul4eEg wn94D026 W,j} f k/Er{ %ZE Qu EST FOR Ca,VSTjPu C TION OF /4A/ ON -Si TF- (,v l4 S rEWt1; SYsrEM rr4lvlC e Tncvcy) re, ox, -tor wFLL OF 90 FE47- 4A'O Gar 3 SFPT/L Tltak Tp 4%N-LO7' te.FLL OF y7 FEF T. --5tC91�,T"/4 Tye F_A/G/N6E/2 FROPOSFs 7"o U PGRnvF THE wt9S7Ew&7-.E p 5 &rFM oN rlf Lar iN Q u6.lrloA1. BE CAu.fE of fPACF FROM 19N mg F_xtSrtws wm-fr�wAr�,p sj'SrEM 7fiRT �/AS Lvsr /rs ,�DSORPT/oN C/9PR�iry 4AI-9 wF_-LLS Ov TKE Su9JEc7 zo7 /}n.o �DTohv/,v(, L pTS, T/-lE 9vA/cABb /q-REA FOP UIP6RAOX - L l M / TF_O. TRE ENG /NEE/? ro i CONSTl?uCT 19 NF_w /OOoGRLL v,v SF_PT/� r�.vk riN/� Two ..5— poem S FEf Roca DF,F-P T1?ENCfdE5- ITl-f r of $EwE/?A,9LZ of IrHif,+! W/LL 9F ID F FET FRoH THF_ Ov—CVT NE w 7H9 AgMt> IIlIii-JTFt--/grk'R SYSrEll /f TO 94 CONsr/ekCTEP /ti 19 Mj9-rr:RIR4 T!-(J+r H/9 -f AA, PEIFCa419�7-10� R*7-E OF HlNUTOJ/NCAl. TkI5 TRCl7 57F#07-/( rl4NK EFFI UFlv7- IAI ,g RgLp}T✓✓ELy S/fO�T D/STi9/�CE SwljS /PFW46. THE SYSTE/`1 lA. QuEtrivAi /S PRvPosEo B� coasTri k�7�p Do ti- 5R1fiDlFNT Fl?Um r/.rt- u.,ELL 1A1,V"Efr1OA1 Ov Alv APPRor/Mar,& SCOPES' OF WELL 1914r!9b. ELL !N au.EST/dam If %q� 06�P. IvI�TlEI? l�r9s FNCUuN rEREJ 19 r /BO Fe�T. r4 -(F- S-01-r/c k"17,FR f�vER�G L/ty'�Rs aI= 5�9avi' SILrS E 61919v5c0Y S/LJ`S ace U4 frA7'0/roT/°/? ED. AeOl zSR /s C(jMWING),o g I !F !T /S No7- 7'I/F_ STRi¢ 1PICti1r/¢o tvIL6 ADEgHAiFLY' 7"j4E19r REPTIC ThA..,& FPFIk&.vr LOu6 /r as EVC -R I?+`13C140S TN(E w r�R fuoPL f �/v!, TiCf_ U Ecc /.v Qrr srlo�, coo S j'S rErl oai g} ¢ '/ SL OP0. 1_L 1065 FIeOM 4OT6ia11NG Lors /Nblagr�s [a z Su 8.ftt ?r19 -CE 5,7-R/9riF/C"%r/Ulf/ /S Lori/sTENr 7HToo&HowIT 7-1f4 OF i. D. E. for S. C. R. O, /'f % /O SrfrE�+ DdPTy POIN Ts 72 5011- 5098TION /4 �� 7 )4.0 �- ����/.s`� (TIVI. rt/ 7y4•s 7./ w�rFa r�ad� Gn�n��o�r �4ssu�F CutisEaV)ari of — !O % 1.2 ®n1ZoNr�r� SEng�A�iaN as e/'xs,da-Z 2.6 OIVCl- GfS/6PA/ 6nn&T w ghee? 6R,9kO 7-,Or,9L /V/. i J/ 372 t��y> tl j?2 (7-7-7 3 �Ci�7�3 t�13,} / = 2. w�rFa r�ad� Gn�n��o�r �4ssu�F CutisEaV)ari of — !O % 1.2 ®n1ZoNr�r� SEng�A�iaN as e/'xs,da-Z 2.6 OIVCl- GfS/6PA/ 6nn&T w ghee? 6R,9kO 7-,Or,9L /V/. i J/ MUNICIPALITY OF ANCHORAGE ® e DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 LStreet -Anchorage, Alaska 99501 Telephone 2.64-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME P ON �^'77 NEW `/t�— �G� UPGRADE MAILING ADDRESS - LEGAL DESCRIPTION Z Z_a ke k1lA�s LOCATION - ( NO. OF BEDROOMS 7 I Well C` Absorption red , Dwelling U DISTANCE T0: �� y F_ Z W F Manufacturer er 0`) No. of compartments ^� rn Liq. apacit j IF HOMEMADE: Inside length Width Liquid depth z DISTANCE TO: Well Dwelling PERMIT NO. = z _ Manufacturer Material Liquid capacity in gallons W lam' Found�tYUB Neave tlot Ie _ f, PEI,TiN = DISTANCE TO: 07 LL�r Z P W No. of lines Length o Fj'Iy(i L (3 Total lei' f ^24 4 � Trench dth ! O inches DistancLeti'&twe rLlj pes / ? L ~ Top of tile to finis6--rjtle� Mat ria, C �� be o til �� P•., i/ Total effective absorption area y -2 inches Length Width Depth PERMIT NO. W () QF- Type of crib Crib diameter depth Total effective absorption area as U1 W y Well Building foundation Nearest lot line DISTANCE TO: J Class�, y v Dep tFp Driller Distance to lot line PERMIT NO. J / G W Building foundation Sewer line Septic tank Absorption areas) DISTANCE TO: OTHER PIPE MATERIALS s SOIL TEST RATING ,S - INSTALLER REMARKS dV �� �7-$0 ss acocca nary®;9 �E' 69 61 o a aosa "• a e � 0 ao .m,pao o d ee °ae E Pdo. 1457-E- vee a �a PNCkA0?,NC J--hN VC0 ` T F F APMED //JJ - D_LE AL -- x M U" I IZ-- I "L I -FavR C, F= n r-4 C. I-, FR n f3 El DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 `L' STREET, ANCHORAGE: AK. 9950:1 264-4720 WF=k-1 F=g " L -'*,u C-1 E: W l= F;'-" F="I= F__* M I _r PERMIT NO. ( 8209833' ) APPLICANT EDWARD EVANS SR BOX :177 E. R. 99577 694-2637 LOCATION LEGAL L2 LAKEHILL ACRES #1 LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)= 150 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: 0 lDF;;?nVf=l E'w a F=" 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). F? E= IC -9 L-9 I FZ E= L --a !---:; E-= F=l' _r T I=-- -r n r-4 K =-. I `E_ 0 El CZ -1 13 Fi I I I=N .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. -VWI=l < ao > I I nF.!I= FZEEOU I F-tE=E-u .--- BACKFILLING --BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM Is 100 FEET 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 MST BE RETURNED TO THE DEPARTMENT WITHIN 30 UDAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. I -F F=XF=" I FREE-`- E'xE-=fi�F=til E.F=FR A � e=" `;R I CERTIFY THAT 1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND I -JELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED:_ -------------------- APPLICANT EDWARD EVAN ISSUED ___GATE__-- /-: V4. 0 PERFORMED LEGAL DESCRIPTI 1 2• 3• 4- 5 6 7 8 10. 11 12 13 14- 15. 16 17- 18. 19. 20 COMMENTS xSOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION F-1 PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 _ 264-4720 SOILS LOG - PERCOLATION TEST DATE PERFORMED: 7�-r<'�/ )N: Z_ Z ZaAe fi( 6 o ry e( /2 L C .TIL 7— eq �2 SLOPE WAS GROUND WATER /jj ENCOUNTERED? kl1o IF YES, AT WHAT DEPTH? SITE PLAN ■■■■■■■■■■ Reading Date Gross - Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT PERFORMED BY:r..,,;� ` - ',til 3-iG�i ern �nerr CERTIFIED BYf`. /il'Gtl/ L ` tl4i;fes DA 0 PERFORMED xSOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION El PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST �j/, �J DATE PERFORMED: DESCRIPTION: Z, z . DEPT ' d 6/sn- a+ 2� s3`A / SA b !� f-7 ' 4 / d/ a Ay 6- 7 8 9 10 11 12 13 14 15 16 ,•tee �, "/z `Y 17 Date Net Time Depth to Water 9 g 18 s Rc rt �A• ainr i 20$ .. t: COMME SITE PLAN ■■i■ NEEM MEMS NONE ■ 11■ MMIME EVEN M■ ■■ MEMO ■Ei■■ ■91■■ MSI■■ x WAS GROUND WATER S ENCOUNTERED? L O / P IF YES, AT WHAT E DEPTH? 4 Reading Date Gross Time Net Time Depth to Water Net Drop i t: PERCOLATION RATE (minutes/inch) EST RUN BETWEEN FT AND FT ��� „i &/ A� io?�f.l, PERFORMED BY: S f---•L1� �&1ee W AC- CERTIFIED BY �� DATE: OCTT ( MUNMWAUTY OF ANCHORAGE Development Services Department = Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 051-052-02 1. GENERAL INFORMATION Complete legal description LAKE HILL ACRES #1 LOT 2 Expiration Date: / 2 / Z / _ Location (site address) 22716 OLD GLENN HWY., CHUGIAK, AK 99567 Current property owner(s) DENNIS & MARCIA TOENNESSEN Mailing address Real estate agent Day phone 22716 OLD GLENN HWY., CHUGIAK, AK 99567 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 3 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 ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5 5 6 Waiver Fee $ Date of Payment ZzL / Date of Payment Receipt Number 312/0-5- Receipt Number COSA # 0 S C 2 113 a6,- Waiver # 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 7/712021 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 +�s111 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�Q: • • • • • �,9 ��� for current or future occupants or guarantee that no unseen encroachments, deficiencies or JJ discrepancies exist can be given by First Water Consulting & NES ' / * • 9 7H .... ,.;* I 6. DSD SIGNATURE Curtis Huffman / System #1 Approved for bedrooms �+'�Fc��; •, CE 128991. rrW System #2 Approved for bedrooms �i�1�PROFE`O ?� Disapproved Conditional approval for bedrooms, with the following stipulations: VP IAIA � ONSITE r WAST, -AND M Sao ROG� Alli o .QLR�SO�\�� J B Original Certificate Date: 77-2—/—Z/ 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 5 +�ee ( 71a*t,J1W5;C0Vy A Legal Description: LAKE HILL ACRES #1 LOT 2 Parcel ID: 051-052-02 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 10/1982 Total depth 191 ft Cased to 40+ ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 6/29/2021 Static water level at beginning of test 157 ft. Well production at time of test 4.5+ gpm Comments B. TANK DATA Age of tank(s) 27 years Tank type/material SEPTIC / STEEL Measured operating fluid level in septic tank 48" ® Standpipes/foundation cleanout per record drawing Date of pumping 6/29/2021 Structure served by this system Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® Nc ® Coliform bacteria is Negative Nitrate mg/L ® Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) F� ' Collected by FWH Date of Sample 6/29/2021 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: SEE ATTACHED MOA TANK ADVISORY D. ABSORPTION FIELD DATA UPPER / LOWER TRENCHES Which system tested (date installed) 7/5/1994 ® ALL standpipes present per record drawing Total measured depth from grade 8.7' / 8.8 ft (max) Measured depth to pipe invert from grade 3.3' / 3.7 ft (min) ❑ N/A — pressurized field ® Monitor tubes go to bottom of effective. If not, state depth into effective 5.4'/ 5.1' OF THE 6' ED ® Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: Adequacy test date 6/29/2021 Results M Pass For 3 bedrooms Fluid depth prior to test 28" / 16 in Water added 500 gal New depth 38" / 20 in Elapsed time 1420 min Final fluid depth 28" / 15 in Absorption rate 450 god Any rejuvenation treatment (past 12 months) N If yes, enter date FWC; 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 Community Sewer Manhole/Cleanout > 100' ❑ Yes if No *90+ ft ® Yes if No Neighboring Tank > 100' ❑ Yes if No *98+ ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ❑ Yes if No *90+ ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' ® Yes Animal Containment > 50' ® Yes if No ® Yes if No ft ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ft ft ft ft ft ® Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No _ Water Service Line > 10' ® 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 If absorption field is under driveway comment below Property Line > 10' ® Yes if No —ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS *MOA WAIVERS G. ENGINEER'S CERTIFICATION l certify that l 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. OF Ak .. .... ....�....... ►. Curtis Huffman >� CE 1289917/7/21 ,•���.�� ft ft Septic 'Tank Advisory Certificate of On -Site Systems Approval #OSC 211386 Subdivision: Lake Hill Acres #1 Lot 2 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for this property is years old. Typical replacement costs range from $8,000 to $11,000 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 20 -year-old steel tank MAY look like. Mailing Address p O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org E ., :..a dK � ,.�,x. �„-.,�a., . :�, .,. . b s�..r�✓ _as_.....u.., e.� .x: � cs k�" sr tia�. . rh... � ; s r� a`r..,. ,'.�i ,7�,ww , �.ry MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH b HUMAN SERVICES AEMM Division of Environmental Services Ori -Site Services Section EMS P.O. Box 196650 - Anchorage, Alaska 99519-6650 • 343-4744 . CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel l.D.#. 051-052-02 HpA#. 1. GENERAL INFORMATION Complete legal description Lot 2; .Lake Hills''.Acres Subdivision #1 Location (site address or directions) 22716 Old Glenn Hwy: Chugiak,.._AN .;. Keno Mari Property`owner�-•Day phone +tom+r•..•; .`.-:....,. - ,�:.-. � 'Mailing addres.s C/O Remax•of Eagle River,"'Eag1e�_River, .AK is..._.....-,..,Y r:• .., .. - ,,- _ , . Lending agency' Day phone Mailing address ..Joe Perrozzi/ Remax of Eagle River 694-4200 Agent Day phone Address -16600 Centerfield Dr. Eagle River, AN 99577 Unless otherwise requested, HAA will bye held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE_ OF WATER SUPPLY:. _ Individual well XX - Community well Public water ..il. NOTE: If community well_ system, provide written confirmation from State ADEC attest - Ing to the legalityand status of system. 4. TYPE OF WASTEWATER DISPOSAL:- Individual ISPOSAL: Individual on-site XX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-M(n•..1/91) Fn MOAI21 S. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, l verify that my Investigation of this Health Authority Approval application 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 furtherverify 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 effecl4i��aSU � &kffl is inspection. Name of Firm "' // / Cota fis, Phone '3_77-6179' Address 99 Engineer's signatureL;. jit Date Wastewater Consultants, Mc.,^ Shall be PAID '$ `�' -or prior to, closing for the ti Engineering Services Provided. ,•j 6. DHHS SIGNATURE Approved for Disapproved. THREE bedrooms. Conditional approval for Additional Comments bedrooms, with the following stipulations: By: / Gd • �°"' ( Date 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 orderto 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. rsars m.+" uv+) e.ck Mw m RECEIVED Municipality Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICMG 26 1999 Environmental Services Division r chorage 825 L Street, Room 502 • Anchorage, Alaska 99501 A Services Legal Description: A. WELL DATA Well type PRIVATE Log present (YM) Total depth 191' Sanitary seal (Y/N) Health Authority Approval Checklist LOT 2, LAKE HILLS ACRES #1 Parcel I.D.: 051-052-02 If A, B, or C, attach ADEC letter. ADEC water system number N/A YES Date completed 10/82 Cased to 40'+ Casing height (above ground) 2'+ VES Wires properly protected (Y/N) YES FROM WELL LOG AT INSPECTION Date of test 10/82 8/13/99 Static water level 147' 162' Well production 10 g.p.m. 6.0 +/— g.p.m. WATER SAMPLE RESULTS: Colitorm Nitrate • to %(o m 9 ! G Other bacteria Date of sample: 8/16/99 Collected by: A.W.W.C.. INC. B. SEPTIC4HOLDINO TANK DATA Date installed 7/5/94 Tank size 1000 Number of Compartrnents 2 Cleanouts (YM) YES Foundation cleanout (YM) YES Depression (Y/N) NO High water alarm (YIN) NO Date of Pumping 8/13/99 Pumper SANITARY PUMPERS C. ABSORPTION FIELD DATA 1 -UPPER TRENCH (CLOSEST TO HOUSE) 2 -LOWER TRENCH (CLOSER TO ROAD) Date installed 7/5/94 Soil rating (g.p.dift' or fP/bdnn) 0.6 System type TRENCHES Length 80' Width 5' Gravel thickness below pipe 5' Total depth 8.5'+ Effective absorption area 800 FT SO Monitoring Tube present (Y/N)—YM Depression over field (Y/N) NO Date of adequacy test 8/13/99 Results (Pass/Faiq PASS For 3 bedrooms 1-18.75" 1-474 1=44" Fluid depth In absorption field before test on.); 2-23. Immediately after2_S6%al. water added On.): 2=34.5' 1-32" 1-1020 Fluid depth 2-28.75" (Ins) Minutes tater. 2-942 Absorption rate : 450+ g.p.d. Pemodde treatrnent (past 12 months) (Y/N) NONE KNOWN If yes," data — 72-026 (Rev. 3196)• 9 D. LIFT STATION Date installed N/4 Size in Manhole/Access (Y/N) 'Pu rt 1"evel at' High water alarm level a *Datum Cwt sed E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: 'Pump off" level at* Septic/holding tank on lot nn'+ On adjacent lots 98.8' Absorption field on lot 90_'+ On adjacent lots t nn'+ Public sewer main N/A Public sewer manholetcleanout N/A Sewer /septic service line 25'+ Litt station N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation 5'+ Property fine 5'+ Absorption field 5'+ Water mairdservice line --J&±—Surface water/drainage 300,.1. Wells on adjacent lots 1 On'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line •10'+ Building foundation tq'.L Water main/service line Surface water t 00'+ Driveway, parking/vehicle storage area Curtain draln NnNF KNnWN Wells on adjacent lots 100'+ *PER INSPErZON REPORT F. ENGINEER'S CERTIFlCATION I cerw that I a" Veld inspections and review of Munidpal in con A gJldelines in effect on tlrls date. Signature < \ '7` Engineer's N 4T �� / `' JEFFREY A GARNFCC Date HAA Fee $ Date of Payment Receipt Number 72-028 (Rev. 3196)• 10'+ tn,+ Waterer Fee $ Date of Payment Receipt Number f7,--1 Sent By: RE11"AY. OF EAME FIVER, M.; 90789B02!4; Aug -14•99 12:17PIa; El!'it-lti-8b I& 101b I(! lhhA Vh kHSLE kib'tk; �F1t7{ NU. yUIF-' U214 ASBUILT-NO CORNERS SET THIS DATE. I HEREBY CERTIFY THAT 1 HAVE SURVEYED THE FOLLOWING DESCRIBED, PROPERTY• ANC THAT NO ENMKIACHMENTS EXIST EXCEPT AS INDICATED. IT It THE RU12MIOILITY OF TML OWNER TD DETERMINE TMC EXISTENCE OF ANY EASE£Mcmm COVENANTS OR REiTRICTIONS WHICH DO NOT APPEAR E;l THE M= MIM Ml - VISION PLAT. UNDER NO CIRCUMSTANCLS SHOULD ANY DATA HERMN BE USED FOR CONSTRUCTION 09 FENCE LINES, OR FOR ESTABLISHING DOl1ND- ARY LINES. ' 0 Page 1!1 P. 02/0'2 EbliA.RD & ASSCCIATFS LAND SiLMI?IC 694-0829 SPALE: ,••c •: Poe-rO�jf ywir,ri u•....... r. f+ '•. r *� l3. 6418 ..' i .., 3 TYPE OF WATER SUPPL rn A >� :.. Individual well rt s Community well = «C _ attesting "to. the legality and status of system. , 72-025 (Rev. 1/91) Front MOA #21 � F . •D? 1. 72.025 (Aay. 7/91) Back MOA #21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: 681"-6 f/lLL %%65 # Parcel I.D. DrJ/ Q 54 —Oz— A. OZA. Well Data Well type /�1e�Vr6 If A, B, or C, attach ADEC letter. ADEC water system number. N%1 Log present (Y/N) 1,5.5 Date completed 101EZ, Driller SULL/!/f)JN I � � Total depth � 9� Cased to �97i - Casing height 7i I I m Sanitary seal (Y/N) / `/ 65 Wires properly protected (Y/N) oz FROM WELL LOG AT INSPECTION z n z Q�//�%5 ire ai Date of test /Q A Z � � < Static water level % �} % / / �j(� e1 V o Well flow �Q g.p.m. g•p•n�" u N c o Pump levell Z SEPARATION DISTANCES FROM WELL TO: Septic/he-tank on lot %%i ; On adjacent lots /HJT 0711E,C5 t/UO Absorption field on lot 9Z� ; On adjacent lots/00 Public sewer main Public sewer manhole/cleanout N/A Sewer service line f o5 Petroleum tank IVM9 NP/'RCQ J %/ WATER SAMPLE RESULTS: Coliform Nitrate D. / ML IL- Other bacteria Date of sample: 0ql/// ./9s Collected by: /lly/MCS B. SEPTIC/G TANK DATA Date installed 09 Z9'� Tank size _00(9 Compartments Cleanouts (Y/N) y6 -S Foundation cleanout (Y/N) YES Depression (Y/N) /X0 High water alarm (Y/N) NIA- Alarm tested (Y/N) 11114 Date of pumping NSA C 011E Y619,e OQ Pumper 1,111A SEPARATION DISTANCES FROM SEPTIC/HSG TANK TO: Well(s) on lot % Z On adjacent lots Foundation ZO / o I l To property line Absorption field 41D0 Water r;/service line fl0 Surface water/drainage d/A CONTINUED ON BACK PAGE 72-026 (3/93)' Front - - C. LIFT STATION '/'4 Date installed Manufacturer Size in gallons 57anhole/Acce /N) Vent (Y/N) "Pump on" level at "Pump off" Level at High water alarm level Cycles tested Meets MOA electrical codes (Y/N) SEPARATION DIST ROM LIFT STATION TO: W of On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed 0.7 L94 Soil rating (GPD/Ftz) 01b System type a6,66 CN Length Width Gravel thickness 5/ Total depth /, S Total absorption area Cleanout present (Y/N) YC5 Depression over field (Y/N) _No Date of adequacy test NJAI < /Y2 01,D Results (plass/fail) Pl/ SS for �� Bedrooms Water level in absorption field before test IWA After test 14 Peroxide treatment (past 12 months) (Y/N) H14 If yes, give date N�/) Z" 35PS/ /N5UA197101/ JAI 4PLf'145 OF / 3' S01L Cov�f-12. SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 9 ?_ On adjacent lots tloo Property line To building foundation �i % I To existing or abandoned system on lot /a On adjacent lots 71-3o .Cutbank N/,I Water mai service line t 2O Surface water //1/i Driveway, parking/vehicle storage area fi/O J Curtain drain NOMI- /�PP6k&kl E. ENGINEER'S CERTIFICATION -)�Wnlvaa Dlsingees 0b/08/9y I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on. the date of this inspection. Signature fJ �cn""na an�fi t �'fi s� Engineers Name /iaU/5 AUJ-El24 �-�• .: �- .? t.,ru +.) Date O y �/ i/ 9 HAA Fee $ v Waiver Fee $ j Date of Payment Date of Payment Receipt Number as Receipt Number -H APPLIC "NT FILLS OUT UPPER HAI `� ' ONLY Property Owner,, L IDIVAA ��t , (:_- ii/Cj r'�.5 - Phone Mailing Address/ -2'7 L ) C G - l Zip Code r7 Buyer PAUL L C4 F') (- kC- z /� Address 79oo OL -1312-126 7 f n 1 J i cticgl % Zip Code Phone Lending Institution Address Zip Code Really Co. & Agent o Phone Zip Code Address �'Ir/ (C / V x�i !<<• l - 3 - %�� `=� Legal Description 2, /Aj�1 Street Location ^ �.%i (. Lt ✓iJ f (/ L Type of esidence Single Family ❑ Multiple Family No. of Bedrooms ❑ Other Water Supply 0 --individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. ❑ Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility ✓'/ 45. Sewe ,Dlsposal ! (,,,. D' Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 7— Time Time Time Time Date Date Date MDe _/ Inspector Inspector Inspector Inspector ✓'/ 45. Fiend/ Notes: 4 (]�.) APPROVED BEDROOMS - 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL AP VAL' I j DATE , BY: Soils Rating Date Sewer Installed Well To Absorption Area /-= 6 Well Log Received - .- Septic Tank Size q--a� fJ�- A - r,' ' Well to Tank ,-