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Home My WebLink AboutTALUS WEST #2 BLK 6 LT 3Talus West #2 Block 6 Lot 3 #015-202-60 Municipality of Anchorage Page 1 of 3 Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www d.enchorage.sk.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. PID Number. (' 15 Rrne Allen McLeod Wastewater System: New A m, 11680 Wilderness Dr. Anchorage, AK 99516 ABSORPTION FIELD 240-3437 Three 3 Shallow Bed LEGAL DESCRIPTION SW Re1na Ta DWh ban apnM arede .5 DPDIFt' 2.5 Fl. li O to sa an DOPM W PPe bman ban WWW il, a Gre.N dopm burn P". 6 3 Talus West No. 2 1.5 Ft. 1 FI TO-"" Rerps swm. FetldMWweenPW lFede GrevNl upm 1-3 Ft. 45 Ft. Well: New 1M a r 01 . br.er, w 24 Ft. 4 6 Fl cW WfrWan )Pmre, A, S. C) Tinel Depltr C4.d W TuW nbw pl . Ppe MelrW Private 87 Ft. 87 Ft 1 080 Fr ASTM 3034 PVC Dnitw D1114 NOW SWa Wrr Leel kWrlef Das Y1HWIed AI ine Drillin 111/29/04 1 22 Fl A Plus Home Service 7/25-26/05 YWd 15 I Pwp sr r cew Abeee Drano 2F1 TANK DPM SEPARATION DISTANCES Advantex Treatment System To Septic Absorption Lift Holding ubix7Pmate of it n From Tank Field Station Tank Sewer Line Anchorage Tank/Orenco 1,500 WN >100' >100' >100' N/A >25' Steel RTwo 2e s�.t,p.wwr >100' >100' >100' N/A LIFT STATION La LM >5' >10' >5' N/A 500 Dai Anchorage Tank F° "° ° >5' >10' >5' N/A Pump aY weir 36 'PumpW Mrdr 26 Mph w.lr eWmr 40 in n. in cam. o..n None Noted PupMee aMa Orenco EMarrWbnPra pwlom dby Municipality of Anchorage ;71"nsulation Over Absorption Bed.BENCH MARK p�bn rtl plan Garage Slab/Finished Floor Monad El,wom. 100.0 Fl Engineer's Stamp 1a Inspections performed by: AH Dates: 1" 7/25/2005 ;. 4..9'��h.�.� P 0 __... r.t..1...w...[c...a...._....2nd f_.7/26/2005 M.CuAt L C ANJI e50N LV r '0 Department of Health and Human Services approval s,6. No c-as•' Reviieed..... and approved by: � �� Date: a 3-06 ��,��I�G S`.. ��.•• _ � n Municipality of Anchorage Permit No. SWO40281 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report 2 1 Page 2 of 3 PID No. 015.202-60 — — — ——N89'56'20'E 171.23— — — — — — M2__ I l a S W I SUNSTONE CIRCLE MMH2 W ML I i AmN 6 i I r I I I I 6, 1, 6 37 9 I I MH, 191 379 I MH2 I I M, 699 273 I190. 67., 1 Cl I I "• 1 I i I I I I \ \ 195.43 4 4 PLAN AS -BUILT SCALE 1' = 50' MICHAEL L ANDERSON 0 Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343.7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SWO40281 TBM = 6.21 6.4 6.3 N N f = Rta MEN Page 3 of 3 PID No. 015-202-60 2' EPS Insulation f N PROFILE AS -BUILT o' r Scale: NONE i.»4.»4.»..» ........ ..... »ia... E. ANDERSON 04/24/2006 NON 15:11 PAX 907 564 4440 BP ACT DEPT From +19078308507 Mon Aug 1 02149:54 2005 ®004/004 Page 1 of 1 INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 4700 SOUTH BRAGAW INSPECT10N INFORMATION 3HEELP: 343-7962 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 v .munLorg/BSD/Inspections.cfm NAME Judy PERMIT*: 04-1352 COMPANY Rams Hom Electric INSPECT DATE: x=005 AM PHONE # 2445419 PHONE # PHONE # ADDRESS 11680 WILDERNESS DR LOT3BLOCK6 SUBDIVISION TALUS WEST *2 GRID# SWZ736 COMMENTS or DIRECTIONS tHs Inspection Is for the septic system TYPE OF INSPECTION: Underground Electrical COMMENTS: (FOR INSPECTOR USE ONLY) r j. PRINTED NAME x l% Awl Municipality of Anchorage Department of Health and Human Services 825 IL• Street P.O. Box 196650 Anchorage, Alaska 99519-6650 an Rick Mystrom ht1P:1A w.d.anchorege.ek.us Mayor Permit Number: #SW 040281 Date of Issue: -22-04 Parcel Identification Number: 015-202-60 Date Started: 11-29-04 .1 Date Completed: 11-29-04 Is well located at approved permit location? ® Yes ❑ No Legal Description: Talus West #2 Blk 6 Lot 3 Property Owner Name & Address: Allen McLeod 11680 Fimline Dr. Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To . Stick-up 0 2 oranics_& silt 2 4 silt 4 43 gravelly silt 43 82 silty water send & gravel 82 87 99516 Method of Drilling ® air rotary ❑ cable tool Casing type: steel Wall Thic}-ness: ,250 inches Diameter: 5 inches Depth: 87 feet Liner Type: Diameter. inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 2Lfeet Pumping level: 87 feet after 2 hours ptunping L gpm Recovery Rate:.L5 gpm Method of Testing: !rf Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Startfeet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite 4 8 Volume: j Depth: Stan 0 feet Stoppcd,Z feet Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property _........_.1.. __..11 J_•11.. .4 .11 ...-: J. ..111.. •. N T...• .!11..1,1. O II.. ... . f•..-.•... .1.•. /n J.... .1 ..-.. .1 ..•... MUNICIPALITY OF ANCHORAGE Development Services Department / On -Site Water & Wastewater Program I 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Jul 22, 2004 Expiration Date: Jul 22, 2005 Permit Number: SWO40281 Parcel ID: 015-202-60 Legal Description:tTALUS WEST #2 SUBDIVISION BLOCK 6 LOT.03 Design Engineer: 0014 Anderson Engineering Site Address: 11680 FIRNLINE DRIVE Owner Name: ALLEN MCLEOD Lot Size: 39837 SO. FT. Owner Address: 11680 FIRNLINE DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99516 - This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage 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 (18AACBO ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and clused on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued Date: `l Date: C Municipality of Anchorage Development Services Department hr On -Site ' Y Building Safety Division , Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. (ii=i- U2' 0 Permit Number SW Property owner(s) Allen McLeod Day phone 240.3437 �M}ailing address (1)117751 Beauiolais Drive Eagle River, AK 99577 flag mg address (2) 110b FtCA4r1g, D• Zip Code 0A Legal description (Lot, Block & Sub'd.) Lot 3, Block 6, Talus West Subdivision Legal description (Section, Township & Range) Lot Size M 9.5q —Acres6D THIS APPLICATION IS FOR: Number of Bedrooms Three (3) Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: A 43S = Waiver Fees: fy60!'-A oy Date of.Paymenj�y_ajr /,. 7 Date of Payment: Receipt Number: IV tit Q - 54t)S7 Receipt Number: (Rev. 12100) r 17.5, 524' ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX July 13, 2004 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 3, Block 6, Talus West Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 3, Block 6, Talus West Subdivision intends to construct a new three- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the new well, septic system and alternate site and the parameters used in the design. Also identified on the plans are the location of the surface drainage, test holes and the wells and septic systems on the surrounding lots. Drainage arrows and spot elevations are shown indicating the current drainage patterns. The drainage patterns will be maintained after construction. The test holes placed on this lot revealed silt with some sand. The percolation rate in the upper layers ranged from 90 minutes to 120 minutes per inch. Groufndwater was noted at between 9' and 10' below the surface during placement of the test holes and is currently not found. Previous experience in the area, however, indicates groundwater and surface water is present during periods of heavy runoff. We are therefore proposing to place a three-bedroom Advantex Treatment System. The terrain of the lot is such that gravity flow from the filter to the absorption bed is not possible and a second lift station will be required. The absorption bed will be 45' long x 22' wide for a total absorption area of 990 square feet. The bed will be constructed at 1.5' below the existing ground level. Approximately 3' of clean gravel fill with some silt is in place on the lot. The bed will be constructed in the fill area above the existing ML layer of in situ material. Lot 3, Block 6, Talus West July 13, 2004 Page Two The ground surface on the lot slopes as shown on the site plan from east to west at shallow slopes. The absorption bed will be constructed parallel with the slope as much as possible in conformance with Municipal requirements. All components of the new septic system will be constructed a minimum of 100' from any surface water and 100' from the well on this and adjacent lots. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. .The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, O.• — Michael E. Anderson, P.E. Attachments '/ 49 MICHAEL E. ANDERSON 4.1 No Cf -4381 J 75 Mb W 1P�y bff r m N89- 10607 10607 100 2 n 20 19 8 3 9 R m N €� N N9915B'70'E 0 m II I{ —_---- 779000 7. m pII I •d lv CD �+ Sunstone o i i i _ ,76,9 I! I 3 12 I I "" 11 8 a r e„i 51.79 8 ��♦ 'P'* P AREA MAP � �' � 4 lh �♦♦� ;.; ......_..........:..... SCALE ,' • 100''; MiC1uEL E �ANOEi150N j i • N89 56'20'E 171.23 ,,!et Light Easement s' +r I I I Nlwnole sa. _--,—_-- Ntt 22' Nwpole a 45' Long CL • (s«.° o.wi.j•° (D 739 e.e.00rr �e.anm r,�t —t wNO N� lJf+ S+aum+•� Poe IICD M Three Bedroom Home O `° SII II I CD II II O I I I P Well II II II N8 56'20'E 195.43 '•.��aaaaa•7,• SITE PLAN .—''........�'�`- ..... ............. .. R .. SCALE 1"= 40' ,P„'i N�C+uEL E. NDEa50x f i 04 E4 ��ft. No. Cx+ • ... r . LOT 3, BLOCK 6, TALUS WEST SUBDIVISION i NOTE.' THE BOARD UISULATK:N TO BE INSTALLM GSRR THE SEPTIC TANK k ♦' BEYOND CN ALL SDES E%CEPT UNDER THE AOVM= FILTER THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK h RISE TO THE FILTER ABOVE FT. S* im ow_ FINALCBIOE--" CTTP2l e• A83 Puv-an C".I; e• ABs C tTA10; tun TO 2) OPTIONAL SLIDE sm" CE e' PIPE 04X THS CDNNRTIDH To PROADC :11M PRCICCDp/- FxraD TD BRACE OICAYATCN AdvanTe)C Treatment System AX20 -Mode l a 40x94Pod `— UFT I3 BEDROOM I:j FIBERGLASS TANK .. ' I I i �!.� I! � •��I I.I' i SYSTEM SECTION b-01 I i I NOT TO SCALE NOTE: SYSTEM MUST BE PLACED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. CRMNFTEL7' C LV Ith 41 • •MICHAEL E•,Af c%,: No. �. cE-.SBI .�� C LOT 3, BLOCK 6, TALUS WEST SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Three Bedroom House Shallow Bed System Perc. Rate: 60 -110 Min./Inch Advantex Treatment System Application Rate: .5 GPD/SF Pressure Distribution System 3 Bedrooms X 150 GPD/.5 GPD/SF (Application Rate) = 900 SF Absorption Area 900 SF/22 SF (Width) = 40.9 LF Bed Length THEREFORE: Construct a 45' Long x 22' Wide Absorption Bed as Shown Below. Place Distribution Piping at 1.5' Below Ground Surface. Provide 2" of Insulation and 2' of Cover Over Bed. Maintain 100' Separation From All Wells in the Area. Existing Ground Natural Backfill .5' 1 1 2" Insulation & 2' Cover .51 .5' I I O O O Drainfield Rock 2' 6' 6' 6' 2' NOTE: 30 Orifices in Distribution Piping @ 6' Spacing. Hole Diameter 3/16". Existing Ground 1" PVC TYPICAL BED SECTION(NO SCALE) ..�.� ••��,,� . �P ,..........�i NOTE: Grade Area Surrounding Bed to Drain Away. Minimum 6' Separation From Bedrock. . 49 49�............... f�.. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. �A M;o ui� e.u+oe�aon Minimum 100' Separation From Surface Water or Streams. 0�`�'�': Minimum 10' Separation From Water Service Line. �si•.,,�� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES 825 L STREET, ANCHORAGE, AK 99502-0605 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Alan McLeod DATE PERFORMED: 7/11/2003 LEGAL DESCRIPTION: Lot 3 Block 6 Talus West Subdivision TEST HOLE # 1 SLS OPE SITE PLAN 1 3 4 5 6 h Lei 11 K 13 17 WAS GROUNDWATER ENCOUNTERED') Yes IF YES, WHAT DEPTH? 10 DEPTH OF WATER None AFTER MONITORING: DATE: 6/15/04 BOH —12' S L O P E GROSS TIME '• '.� Sill Gravel II I4.1 Fill IGM) 9:15 8.25" 1 M ~ 30 II I ii1 y 3 IR 2 ` Blue with Tan Sill 7.56' II I 6 10:45 II II II ML WAS GROUNDWATER ENCOUNTERED') Yes IF YES, WHAT DEPTH? 10 DEPTH OF WATER None AFTER MONITORING: DATE: 6/15/04 BOH —12' S L O P E 2% READING DATE GROSS TIME NET TIME DEPTH OF WATER II I4.1 Start 7/11 9:15 8.25" 1 M ~ 30 II I ii1 y 3 IR 2 10:15 7.56' II I 6 10:45 II II II Y I I 2% READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 7/11 9:15 8.25" 1 9AS 30 7.87" .38" 2 10:15 7.56' 1" 3 10:45 30 7.2S' .31" 4 11:15 6.94" .31" 5 11:45 30 .31" PERC RATE: . 7 MIN./INCH FERC. HOLE DIAMETER: TEST RUN BETWEEN 35 AND 4.S T. COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: ALAN HARALA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7/14/2004 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH a HUMAN SERVICES 825 L STREET, ANCHORAGE, AK 99502-0605 SOILS LOG - PERCOLATION TEST PROJECT #: — GROSS TIME NET TIMF DEPTH OF WATER NET DROP Start 7/11 PERFORMED FOR: Alan McLeod 8- DATE PERFORMED: 7/1,/2003 30 7.75" .25- 2 LEGAL DESCRIPTION: Lot 3 Black 6. Talus West Subdivision 7.5' .25" 3 12:35 30 7.25* .25* TEST HOLE # s SLOPE SITE PLAN .25" 5 1:35 10 61S- .25- 3E • Silti Gravel 2 Fill GM) 3 4 •.. ..... Blue with Tan Silt 6 - ML 7 II I 8 •WAS GROUNDWATER 9 ENCOUNTERED' Yes $ L 10—• IF YES, WHAT DEPTH-) 91 0 DEPTH OF WATER None 11 AFTER MONITORING: E DATE: 6/15/04 12 BOH -12' 17 m IK)WA L waa•sa Ne. aam READING DATE GROSS TIME NET TIMF DEPTH OF WATER NET DROP Start 7/11 11:05 8- 1 1135 30 7.75" .25- 2 12:05 7.5' .25" 3 12:35 30 7.25* .25* 4 1:05 71 .25" 5 1:35 10 61S- .25- PERC RATE: 120 MIN./INCH PERC. HOLE DIAMETER: 6" TEST RUN BETWEEN 3.5 FT. AND 4S T. COMMENTS: Test Hole Pre Soaked Prior to Percolation Test. TEST PERFORMED BY: ALAN HARALA 1, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 7114/2004 PRESSURE DISTRIBUTION CALCULATION Elevation at Highest Discharge Point Pressure at Highest Discharge Point Liquid Level in Tank (Elevation) Diameter of Holes in Distribution Line Diameter of Distribution Line Hole Spacing in Distribution Line Length of Transport Line Diameter of Transport Line Q=12.4a= 12.4(.1875)(.1875) _ .9748 GPM/Orifice _ .9748 * 30 29.24 GPM TDH = (110-100) + .0192(29.24)(29.24) + 10 + 16.4 + 32.5' 105' 5' Head 100' .1875" (3/16") 1.25" 6' 35' 1.25" 1,bS .000995(29.24) (35) (1.25) •b -s- 6.1 Therefore 30 Orifices @ 6' Spacing With 32.5' Total Dynamic Head. ?. 49th MICHAEL E. ANDERSON No. CE -4381 (ORENCOSYSTEMS,INC---) 35000 BFFLUENT PUMPS l i ! ; ! 1/2Hp toll/2HpSPHASE,60HZ �"SINGL 115/230 VOLT 20 OSI 15 HHF - 9 stage pC#2 If! t1v 300.00 � ®5/92 1 ii ilixii if i1:024 fill -]if ii:11 µ�l if tiff. iij �. _1_ .Y—�_L.1 .•11_...1._. N j .. _ _:�_ •20 ..,_I-�—._I. OSI 10 HHF' - 7 stage -;--;-!=-; fit250.00 ••- �•• - if + i i i y 1+ i ~ !,if »+•T+_.-!— t If 1 _+ ,+ a_ _ i•—'—i_ + ' .—''' .{j�.�+!_ .rw_ � � -.�..IT�J.• —iT ems' .j.—F ..H:_ if T. 200.00 1 i i : 1 , if i i iii; 1 •T _ }—}T y.•_ ' �—I I •1 !�—�_ ..r -.1•.4.1_ !_!_ if III'T�"1i��!„!_'�.111_ti_i-LLi! U_ :411' 1 1 1 i: 1 if! u AJ �...' + } 20 OSI OS HHF- 5- Z 150.00 If if if i >- C] IT if L� r 1 i, O fit 100.00 i1a61ein ...� ., .. _ .. +l._ 20 0SI US�HHF-�S stage' - -- •_ ....y` IM w/1/4"flow controller 0.00 ; If •' `- fit -I 2 50.00 40 0SI OS I -IE - stage' ;_._ .........._ .'"i , , it I ............. 0.00 5.00 10.00 15.00 20.00 25.00 .00 35.00 40.00 45.00 50.00 NET DISCHARGE, GPM 29• v/ (ORENCOSYSTEMS,INC---) i1a61ein ...� ., .. _ .. +l._ 20 0SI US�HHF-�S stage' - -- •_ ....y` — 11_._ M "L�i w/1/4"flow controller 0.00 '2826 COLONIAL ROAD ROSEBURG,OR97470 (503)673-0161 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 3, BLOCK 6, TALUS WEST SUBDIVISION GENERAL: 1. The scope of this project includes the procurement and placement of a new Three Bedroom Advantex Treatment System with an AX -20 -Mode 1a 40x94 Pod to serve the new home on the lot. System will be placed at the location shown on the Site Plan. The new septic system also includes the construction of a new 45' long X 22' wide X 1' effective depth absorption bed at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed 1' below the existing ground surface. The total depth of the bed will be 1.5' below the surface. The new system must be placed a minimum of 100' from the proposed well on the lot and those on adjacent lots and 100' from any surface water located near or on the lot. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION The Advantex Treatment System must be installed in conformance with specifications and regulations furnished by the manufacturer, Anchorage Tank and Orenco Systems Incorporated. No variances from the manufacturer's specifications will be allowed without permission from the manufacturer and Municipal representatives. Lot 3, Block 6, Talus West July 13, 2004 Page 2 of 4 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. Lot 3, Block 6, Talus West July 13, 2004 Page 3 of 4 MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. SAND GRADATION: 1. Sand used to level the new absorption bed must have the following gradation: 50% Passed the No. 4 Sieve 2% Passed the No. 100 Sieve 1% Passed the No. 200 Sieve 2. The sand source must be approved prior to use. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Lot 3, Block 6, Talus West July 13, 2004 Page 4 of 4 Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. • '� Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 015-202-60 1. GENERAL INFORMATION Complete legal description Talus West #2 Blk 6 Lt 3 Expiration Date: l I _ 12- "� - /3 Location (site address) 11680 Wilderness Drive: Anchorage AK 99516 Current Property owner(s) Jennifer & Keith McLeod Day phone Mailing address Real Estate Agent 11680 Wilderness Drive: Anchorage AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class _ Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: f r� f' .. ; Date: ��<,;. COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 490.00 Date of Payment $Ja3f r3 Receipt Number COSA # (3,503/46e/3 Waiver Fee $ Date of Payment Receipt Number 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. Name of Firm ARCTERRA CONSULTING. INC. Phone 696-6111 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 8/1/2013 Engineers Comments: This investigation was completed in compliance with ADEC and MOA regulations. 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 inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. 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, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen ,c�� OF /414\ encroachments, deficiencies or discrepancies exist-,, G: 6. DSD SIGNATURE 3r Kt;ffi_ ., � System #1 Approved for bedrooms. �; ;irs � :� System #2 Approved for. bedrooms. na Disapproved. Conditional approval for bedrooms, with the following stipulations: OF WASTEWAjER By: zltl,_�t� Original Certificate Date: Mu '/' ality f chorage 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 blue sheet 10-10-12.da If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system _ Certificate of On -Site Systems Approval Checklist Legal Description: Talus West #2 Blk 6 Lt 3 Parcel ID: 015-202-60 A. WELL DATA Well type Pvt Date completed 11/29/2004 Total depth 87 ft. If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to 87 ft. FROM WELL LOG Date of test 11/2912004 Static water level 22 ft. Well production 15 9 - p.m -WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate 5"mg/L Arsenic: &D ug/L Date of sample: 10111,1'3 B. SEPTICIHOLDING TANK DATA Tank Type/Material AdvanTexSystem Tank size 1500 gal. Number of Compartments 2 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 24 in. AT INSPECTION 611912013 21 ft. 6.7 9-P M. Collected by: ARCTERRA Date installed 7/2512005 Cleanouts(Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping NA Pumper NA C. ABSORPTION FIELD DATA Date installed 712512005 Soil rating 0_5 (g.p.d./ft2 System type Shallow Bed Length 45 ft. Width ft. Gravel below pipe 1 ft. Total depth 5-6 ft. (measured) Eff. absorption are 1080 fl? Monitoring tube Y Depression over field N Date of adequacy test 71312013 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 3 in. Water added 1381 gal. New depth 11 in. Elapsed Time: 1440 min. Final fluid depth 6.5 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed 712512005 Size in gallons 500 Manhole/Access (YIN) Y "Pump on" level at 36 in. "Pump off' level at 26 in. High water alarm level at 40 in. Datum Bottom of tank Cycles tested none Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main 75'+ Sewer /septic service line 25'+ Animal containment areas 504 SEPTIC/HOLDING TANK ON LOT TO: On adjacent lots 100'+ On adjacent lots 1001+ Public sewer manhole/cleanout 100'+ Holding tank 100'+ Manure/animal excrete storage areas 100'+ Building foundation 5'+ Property line 54 Absorption field 5'+ Water main 10'+ Water service line 104 Surface water 1004 Wells on adjacent lots 1004 ABSORPTION FIELD ON LOT TO: Property line 104 Building foundation 10'+ Water main 104 Water Service line 10'+ Surface water 1004 Driveway, parking/vehicle storage 104 Curtain drain 50'+(NONEKNOWN) Wells on adjacent lots 1004 F. COMMENTS 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. Engineer's Printed Name KENNETH M. DUFFUS Date COSA brown sheet_10-10-12.doo i �� OF 611. ALS *�4CqTx KENNET .{.UT ,T '4 00 o� / 1 �� ♦iio v 'ESS[OtiPL i 06/10/2013 07:48 5686770 APLUS PAGE 11 MEN ■■ ■ ■■ ■■■■■ ffm MEN■■ ■■ ■ 205 690 ■■■ ■ ■ ■■■ ■ an ■■■ A vnrffex0 Field Maintenance Report Annual Inanchr.#inn 111 MEN III ■ ■■ ■■■■ ■■ sssl Anchorage7ank 907-272-3543 Retfleve DIM Info Daily Flaw Roclm ratio_ TimormtRings= Perform Field Sampling/Observations NTU (15 a NTU91 pit (IA) DO (2.8) 13 mpanyo r/Trackinga Non'typlcal ❑Sumde ❑ Cabbage ❑ Decay op.mwr Ne Allen McLeod A�No Mike Blakeslee Curvant Reoim Amps I Cpntnat "hon. Sete Addmnr 11680 Wilderness Drive, Anchorage AK 99516 L (907) 240-3437 Ax slur la Y County lot Pod R Am r/UL x not. W Invt lnepeolm AX -105850 SWO40281 205254 RTI.1105009 0513112012 Retfleve DIM Info Daily Flaw Roclm ratio_ TimormtRings= Perform Field Sampling/Observations NTU (15 a NTU91 pit (IA) DO (2.8) 13 Musty ❑ Earthy ❑ Moldy Non'typlcal ❑Sumde ❑ Cabbage ❑ Decay Oda of Sem 1 prevlous Typlual Musty ❑ Earthy ❑ Moldy Non'typlcal ❑Sumde ❑ Cabbage ❑ Decay oily elm In PVU ❑Yes Ne Foam In tank ❑Yoa A�No Check Control Panel Curvant Reoim Amps I Dlechaega Amps I3,8 L2,y-�, L Inspect Audible and visual earns CK e�xypp,, wyea No Dial tone (telemetry only) 6I Inspect/Clean Pump System Current prevlous Inspect ProvWu9 4. R1sar/Lid .............. .. ..... Inspect Splice Box .................... �' Float Cords ...............�... Curvant Floats ........................ Current Pump.......... .............. In t/Service other System Biotubee Filter..:..-. ------ Inspect Biotuha Pump Vault ............ Disl cdon Equipment ❑ Rocimlllaling Sputter Valve....... I_ay Comment= Clean Measure Sludge/Scum Seurn 1st Compartment Current prevlous Current ProvWu9 �11 InspactlClean Discharge PUMP System Inspect Riser/Lid vc' 2nd Compartment Curvant Previous Current PM�IP4a In t/Service other System Components Inspect Clean Disl cdon Equipment ❑ Inspect/Clean AdvanTex Filter Odor. Normal ❑Pungent 1911"Atz-Norrnal ❑Excessive 9ddging/Ponding: Cbon9lMinor ❑Exca9aiVe InspactlClean Discharge PUMP System Inspect Riser/Lid vc' Splice Box 1q F1o4cerd9 RL - In t/Service other System Components Inspect Clean Disl cdon Equipment ❑ ❑ Dispe Additional Se cos Rendered ❑ Clasnatl texI, a e? ❑ ReplacetlNsatl atnerX"iParts Used: W = WarranW 9 he Inapoet clean i,ste Pod Bottom cos Pod Bottom Intake Vent Inspect Clean Floats Pump 4?ir— ippoef7C,lear, rsal Lateralsro es [, ❑. ❑ Replaced UV items? I@ (✓ appropriate selection) Daacriptiop Final/Safety Inspection RSV minslslled Manifold reconnected; flush delves closed Summa ry/Recommendations System performing; no further action nocded Call for sew;cc Date Fax completed form to 11-866-384.7404 'Lids bolted on Kcantrai panel "activated E) Tank needs pumping ❑ otaor? ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND✓" ars/ Fr2e_ehdta THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this .j Day of ! :3 of 20 3 by and between tri f^ee^dt l , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as located at (legal description). L3 66 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the A W WTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AW WTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AW WTS installation and maintenance requirements as provided by the AW WTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AW WTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: Dr, K-/ 4 b. Municipality: Director Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. r) B}�(signature) Date: Yi ! S (Print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this > "day of f �'f 20�, by NOTARY PUBLIC FOR ALASKA , My'Commission expires: MUNICIPALITY: By: (signature) name) Date: Title: l')r1c (Ldoh("iUq Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 1. GENERAL INFORMATION COSA# DIoQ(ln_3 Expiration Date: R —2 3 — 0 rr Complete legal description _ Lot a, Block 8, Tees west Subdivision 114, 2 Location (site address) 80 Wilderness Drive Anchorage, AK 99516 Current Property owner(s) Allen McLeod Day phone 240-M7 Mailing address 11880 Wilderness Drive Anchorage, AK 99518 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA wit be held by DSD for pickup. 2. NUMBER OF BEDROOMS: rree(3) 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 0 Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ . Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Ori -Site Systems Approval (COSA) based only upon the representations given In paragraph 4 by an Independent prbfessional civil engineer registered In the State of Alaska. Certificates of Onsite Systems Approval are required for'the transfer of fitle (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of Onsite Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 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. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. b. DSD SIGNATURE _1L Approved for ,Z bedrooms. Disapproved. Phone 522-7773 Date V,�12005 Conditional approval for bedrooms, with the following stipulations: l.vJn 1i11L'GRIISi X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By: (� v Original Certificate Date: (RM. 11xG) Municipality of Anchorage lot • Development Services Department Building Safety Division On -Site Water & Wastewater Program •' •' 4700 Bragew Street P.O. Box 190850 Anchorage, AK 995198850 www.muni.org/onsto (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 3. Block e. TWw wast &k&As1m No. 2 Parcel ID: ' 1)15- ;?D -'l - (04 A. WELL DATA Wen type Private H A, B, or C provide PWSID S _ Date completed 11_rAm Sanitary seat (YIN) v Total depth 87 R. Cased to-E—ft. Data of test Static water level Well production FROM WELL LOO WATER SAMPLE RESULTS: 22 n. 15 Cotfform o cotonieshOO mL Nitrate 2.0 MWI. Arsenic: NO mg/I Date of sample: 4mI0s B. SEPTICIHOLDINO TANK DATA Tank Type/Material Advw*m1steal Tank site 1.600 gal. Number of Compartments Two Well Log (YIN) Wires properly protected (YIN)y Casing height (above ground) >24 in. AT INSPECTION Foundation cleanout (YIN) Y Depression over tank (YIN) N Data of pumping Now C.ansbuedan Pumper C. ABSORPTION FIELD DATA e. g.p.m. Other bacteria o colonie I00 mL Collected by: L. Hemandez Date installed 7I26I2005 Cleanouta (Y/N) Y High water alarm (YM)y Date installed 7r"2005 Soil rating (g.p.d.10 or fe/bdrm) •s GPOW System type Shallow Bed Length 45 R. Width 24 ft. Gravel below pipe 1 fL Tata) depth -! -R Eft. absorption area?,_0eo fe Monitoring tube y Depression over field N Date of adequacy test New con$L Results (Pass/Felq For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth______)n. Elapsed rpm: min. Fidel fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN 6 type) If yes, ghre data D. UFT STATION Date installed 7/LSr22005 Size in gallons 500 Manhole/Accesa(Y ) AV v •Pump on' level at 3e in. •Pump ofr level at 25 in. High water alarm level at 40 in. Datum aaeorn of Tw* Cycles tested New C=Uu9lm Meets alarm 6 dMA raquirerneft? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot >1W Absorption field on lot >10(Y Public sewer main MA On adjacent iota >jW On adjacent We >1W Public sewer manholelcieanout wA Sewer /septic service line >W Holding tank WA Animal containment areas WA Manure/entmel excrete storage areas NIA SEPARATION DISTANCES FROM SEPTiCIHOLDING TANK ON LOT TO: Building foundation >5 Property line>5_ Absorption field >5 Water main —WA Water service line >t0 >1WSurface water >l Wells on adjacent iota >tar SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property fine >t0' Building foundation >10' Water main WA Water Service fine >t0 Surface water >iar Day padupMahk* storage >5. Curtain drain Now Nowd Wells on adjacent lots >lw F. COMMENTS: 0. ENGINEER'S CERTIFICATION I codify that I have determined through field wapedions and ss review Of Municipal scads that the above systems are in N49th conformance with MOA COSA guidelines in effect on this data . Engineer's Printed Name Michael E. Anderson. P.E. rCOMf1 c ANN] Q1 a-4xn Date we Bre COSA Fee $ Waiver Fee $ _ Date of Payment 5 `� Date of Payment Receipt Number `115 ti \IY L Receipt Number (Rev. 11x5) ' LOT 3 HAS I I III I 39,837.00 SQ -FT- OF AREA I z I _ L _ _N8936'20'E 171.23— — — — — W' a tn 1 SUNSTONE CERCL Om � �i + Z. w s l l .M 1 i NII I o II I Cl 1 II I \ II I t I4.—iv anc . ert cart. \ II II II I N89'66'20*W 195.43 I 4 CURVE TABLE \ SCALE: \ ch So Fee I CURVE DELTA RADIUS LENGTH TANGENT ri 12s o las ri so 1m C1 2073'33' 380. DO' 136.35 68.92 FOR: AL McCLOUD Date Scale Legal Descri tion 4-20-06 1" = 50' Lot 3 Block 6 LanAfark Grid ASBUMT J�',aa,,,ag a aarr.ag, a 2736 2600430 TALUS WEST 9330 Vanguard Drive. Suite 203 Drawn by Field Book SUBDIVISION AnobIr. e.�z��5s960v D.H.B. 221 ADD. N0. 2 1 hereby certify that the property described hereon has been surveyed �� OF 14 by me, or at my direction, and that the improvements situated thereon ,`��•,. ,q are within the property lines and do not overlap or encroach on the = �P,. ��C ,5��, property lying adjacent thereto unless otherwise shown. That no improvements on the property lying adjacent thereto encroach on the .. . 17.0 / premises in question and that there are no roadways, tranamission /... 49� Ones or other easements on said property except as shown. 00 0 It to the responsibility of the owner or budder, prior to construction, 10.1. CHARLES E. FORBES :e`er to verify proposed building grade relative to finis; grade and utility ',oma _7326 connections and to determine the existence of an easements, covenants, or Ci restrictions which do not appear on the recorded subdivision plat. %.so, �� ,Q�tN listed distances prevail over scaling. ,I'�r\\stlooN Reproduction may cause distortion. SGS ReEM 1061934001 Client Name Anderson Engineering Project NameIN Lot 7 Block 6 Talus West Client Sample 11) Lot 7 Block 6 Talus West lllalrta Drinking Water PWSID 0 Sample Remarks: All Dates rimes are Alaska Standard Time Printed Date/time 04127/2006 15:27 Collected Date/Time 04/21/2006 10:45 Itectived Date/time 0412112006 11:06 Technical Director Stephen C. Ede Alkrwahle Prep Analysis pmamel" Results PQL Units Method Container ID Limits Date Date Inil Metals by ICP/M3 Arsenic ND 5.00 ug/L EP200.9 C (<=10) 04/24/06 04127/06 WAW Waters Department Nitrate -N 2.00 0.100 Microbiology Laboratory Total Coliform 39 OR. No Coli mgll. EPA 353.2 R (<=10) 04121/06 ALR coVI00mL SM2092228 A (<=1) 04121/06 TLIF ANALYTI CA GROUP DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORMS BY MEMBRANE FILTRATION Atm: Mike Anderson Anderson Engineering P.O. Box 240773 Anchorage, AK 99524 Phone: 907522-7773 Fax: 907577-7766 Method Of Analysis: Total Coliforms by Membrane Filtration Chlorine Residual: Comments: Public Water System ID #: Date Received: 5/1/08 Date Reported: 5/4/08 Comments: Time Received 15:25 Time Reporte 11:10 S = Satisfactory U = Unsatifactory POS = Positive Test Result ND = None Detected TNTC = Too Numerous to Count (>200 Colonies) CG = Confluent Growth HSM = Heavy Sediment Masking, Results May Not Be Reliable The C"it"lim status of our Anchorage microbiology deparbnent iaboratofy u currently prowslonah, while responses b ncentaudlissues aro bane prepared andoonectve actions TLIT = Sample Age > 30 Hours, Too Long in Transit knphemented whore necessary. The rria A>gy data gemn ited by the lobaatM ars July R = Resample Required usable W State ofAlaska oomplance purposes. The proWimal Cerbil"fim will be upgraded NT = No Test onto the cosec" actors have been approved In the mor Mum. Sampled Sample Sample Analysis Analysis Total Omer Sample Name Sample Location By Date Time Lab # Date Time Coliform Bacteria Comments AX 2999 Lot 3 Block 6 Talus West LH 5/1/08 15:00 AD605007-01A 5/2/06 13:00 <1 <1 Satisfactory Results in CFU/100 ml Steve Gaither, Project Manager Analytica Intemational, Inc. Anchorage, AK