Loading...
HomeMy WebLinkAboutTALUS WEST BLK 3 LT 5Talus West Lot 5 Block 3 #015-201-50 10 VW- 5-//0/06 'Municipality of Anchorage Page 1 of 1 ••••••.•••... PARTMENT OF HEALTH AND HUMAN SERVICES ?i is r A her arness; ENVIRONMENTAL SERVICES DIVISION sf•. 31. `= 50 Anchorage, Alaska 99519-6650 Telephone: 343-4744 Z,-ie��itewater Disposal System and/or Well Inspection Report SW990439 PID Number. 015-201-50 Permit Number. Name: Wastewater System: ❑ New ■ Upgrade JON DEVORE Address: [WEST/EASY) ABSORPTION FIELD [wEsT/Ewo 11956 WILDERNESS DRIVE Phone: No. of Bedrooms: 4 0 Deep Trench ■ Shallow Trench O Bed ❑ Mound ❑ Other (907) 271-4034/345-8129 LEGAL DESCRIPTION xo Rating: Total Depth from original grade 0.8 GPD/sa. R 4.34-6.50/6.94-11.00 Fl. Lot: Block: Subdivision: Depth to pipe bottom from original grade 1.34-3.50/0.94-5.0 Grovel depth beneath pipe 3.0/6.0 FL 5 3 TALUS WEST Pt Township: Range: — Section: _ Fill added above odginol grade 2.3 MAX 3.1 MAX rt Gravel length: 30/50 p — Gravel width: 5/3 Number a f. -.DM.. between Ilnp: 2 **15'+ PL WELL: ❑ New ❑ Upgrade Ft. aopNloaum (Pdwb. Ae,c : Total 0. Cased To: Total ab`orption am: 258+600=859 so. Pt PIP, material: ASTM D-3034/SCHED 40 Et a �g� Date DOW: St tk; water L,vel: Installs. EAGLE MOUNTAIN Date Instalm: 2/17/00 — 2/21/00 FL Yield: Pump set At toeing Height Above Ground: TANK (.PM -. P. SEPARATION DISTANCES ❑Septic ❑Holding ■S.T.E.P. To Septic Absorption Holding P Manufacwmn ANCHORAGE TANK —P=4 In gallon•: 1500 From Tank Field ati Station Tank ower Unfit sewer una` MatMo, Number vl m.Wtrmnte: Well 1001+ 100'+ 100'+ — 25'+ STEEL 2 Surface 100'+ 100'+ 100'+ - - LIFT STATION Water 5'+ *1'+ 5'+ — —00 lon,: NanWactunr. ANCHORAGE TAN K/ORENCO PRODUCTS line level ou Pump o Meal at: High rata abrm of PP.-P Foundation 5'+ 5'+ 5'+ — —2" 42" 46" Curtain KNOWN s Modal:ELchlaolInspection`PerfomndorMOA NCO DrainNONE BENCH MARK Remarks: *WR990097 loaallon and OeeeHpaon: ADDITIONAL FILL TO BE PLACED OVER TANK WHEN TOP TBM1 = TOP OF MANHOLE LID TBM2 = BOTTOM OF SIDING ON N ORTH EAST SOILED IN THE SPRING/SUMMER OF 2000 ° ° . **DISTANCE BETWEEN NEW TRENCHES ONLY. a. 97.10/TBM2 700.00 R CORNER OF HOUSE TBM7 97.1 BM1 ENGINEER? SEAL — SOIL PROFILE ON NORTH/SOUTH SEGMENT HAD GOOD SOILS THROUGHOUT ol000F q THE DRAINROCK DEPTH. q 0400 ap��` A`4'WC, INC. 2/17/00 — °000 Inspections by: Dates: 1st • • • • ••• •••••• •..... performed -- 2nd 2/18/00 D D 3rd 2/21/00 J fir A. Garness.. 0 —7953 �p�4 ' s'' . •,: \DODO Department of Healt . and H an rvi s approval , o I 4 Reviewed and approved by: Date: �40000�� 72-013 Rev. 9/91) W 23 A, ' - AS—BUILT DRAWING PARCEL ID NUMBER: PERMITSW9 NUMBER: 015-201-50 SW990439 NEW DRAINFlELD EXISTING DRAINFlELD A B r— MT2� MT3 �� +11 INE� DRAINFlELD Nil �I€II MH II ST2 STI �' I Y 500 CALON ..TANK THr1 MT1 \ CO I\ A FCO B EXISTINHOUSEEDROOM I / N I TOG OF T"_ Af INET -92.79 C3 I INvERfGF BUY AT 19&-92.2', � � I WEST TRENCH II rim aM-91.21-92.12 CWtW. CBADE C-69.19.9135 FILTER (1.25" m5m GIFE) - 87B5 (AVG.) CO 30.4 22.7 ST1 30.2 48.7 ST2 34.7 54.9 MH 36.2 57.5 MT! 17.9 63.6 MT2 60.8 89.4 MT3 72.7 70.4 MT4 91.7 174.8 Mwm Gro - 91.10 INN. am - 91.04 511 I! raG OF rMK AT OUIIEf - 92.79 NSW 1500 6&XN tANK r\1'wranir'meR EAST TRENCH BOffOM OF WWII- - & G85 (AVVG.)O) BFI-87.90(AM) 84 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE PREPARED FOR: PHONE NUMBER: JOHN DeVORES (907)241-4034/345-8129 DATE: DRAWN BY: SCALE: PAGE: 2 OF 2 3/7/2000 J.W.M./J.L.M. 1 = 40' FINN. aM - 96.96 - 99.51 OfdC WL CRAVE 9484 -9890' INVERT OFGPE (1.25" Gm5w PPE) - 95.90 (AVO.) ALASKA WATER & WASTEWATER CONSULTANTS, INC. 690P40NEE (07) 756 71 9 'B FAX (907) 338 2469504 SOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: TALUS WEST SUBDIVISON; LOT 5, BLOCK 3 PERFORMED FOR: JOHN DEVORES DATE PERFORMED: 2/16/2000 DEPTH TEST HOLE #3 (feet) 1 7 8 9 10 11 12 13 15 16 17 18 19 GM GW TO GW/SW CONSOLIDATED DATE DRY SEPTIC CSEPTIC SITE PLAN ARS - --^R�j J % — r_loo -- TH#1 H#AR aD? — _ I I � — LOT 4, BLOCK 3 \ H#3 1 / TALUS WEST I LOT S. BLOCK 3 TALUS WEST f \ mirrmT Soil CLASSIFICATIONS /MIXED FILL AND / BURIED ORGANICS GW ORG ML ///%CL W-0 • MH ORGANICS �yy� _ iCH �IfSlf[�I • • yy IIrIll�ll ��f�I,SC 7 8 9 10 11 12 13 15 16 17 18 19 GM GW TO GW/SW CONSOLIDATED DATE DRY SEPTIC CSEPTIC SITE PLAN ARS - --^R�j J % — r_loo -- TH#1 H#AR aD? — _ I I � — LOT 4, BLOCK 3 \ H#3 1 / TALUS WEST I LOT S. BLOCK 3 TALUS WEST f \ PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) "B-01L I TEST RUN BETWEEN — FT. AND — FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORPED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON mirrmT PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) "B-01L I TEST RUN BETWEEN — FT. AND — FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORPED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON Alcan Electrical Engineering, Inc. I l VeD MAY oap uNaal a�'ty 4 ?000 th yUman so o Jenny - In regards to the sewage lift station that Alcan connected at the above mentioned location. All electrical work performed by Alcan was done to 1999 National Electrical Code, (NEC) standards. If you have any questions please contact me. Thank you! Number of pages including cover sheet: l Vl 'd SSSL 'ON )HID313 NVDIV NdE : Z 0006 'Ed 'AVN 6670 Arctic Spur Rd. Anchorage, Alaska 99518 Fax Cover Sheet DATE: May 23. 2000 TIME: 2:21 PM TO: AWWC HONE: 337-6179 Jenny FAX: 338-3246 FROM: Alcan Electric PHONE: 563-3787 Skipp Bringmann FAX: 562-6286 RE: Talus West Sub, Lot 6 Block 3 —Owner: John Devore I l VeD MAY oap uNaal a�'ty 4 ?000 th yUman so o Jenny - In regards to the sewage lift station that Alcan connected at the above mentioned location. All electrical work performed by Alcan was done to 1999 National Electrical Code, (NEC) standards. If you have any questions please contact me. Thank you! Number of pages including cover sheet: l Vl 'd SSSL 'ON )HID313 NVDIV NdE : Z 0006 'Ed 'AVN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 (9 47/r0CJ V Spm /S7 Cnsjo. -.2PdT"ndc - ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT /0-" Upgrade c,9rd _ J Date Iss� ec 0, 1999 Permit Number: SW990439 Legal Description: TALUS WEST BLK 3 LT 5 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: John Devores Owner Address: 11956 WILDERNESS DR ANCHORAGE , AK 99516-2238 Expiration Date: Dec 29, 2000 Parcel ID: 015-201-50 Site Address: 011956 WILDERNESS DR Lot Size: 11500 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: K Disposal Field P Septic Tank Holding Tank [] Privy All construction must be in accordance with: 1. The attached approved design. Private Well 0 Water Storage 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 (907) 343-4744 ( 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 closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: SEE E""6, I�KEivDE/� Dt�SI�� c/lA�vr;F nl�te0 Date: / — &/ - 00 Date: l z-_�V'`T MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW990439 Legal Description: TALUS WEST BILK 3 LT 5 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: John Devores Owner Address: 11956 WILDERNESS DR ANCHORAGE , AK 99516-2238 Date Issued: Dec 30, 1999 Expiration Date: Dec 29, 2000 Parcel ID: 015-201-50 Site Address: 011956 WILDERNESS DR Lot Size: 11500 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: U 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 ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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 closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date:/ y'0o Issued By: ' / 12-30-951 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet ( WR# WR990097 PID# 015-201-50 HA# Permit # 5w /qq o' l3+ Date Received: 12-2-99 Legal Description: Talus West Subdivision Lot 5 Block 3 Engineer: Alaska Water & Wastewater Consultants 6901 DeBarr Rd., Anchorage, AK 99504 Applicant: Sohn DeVore Waiver Requested: 1 foot lot line waiver be granted from the proposed drainfields to the west and the east lot lines. 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: Date: /2 -2 - 9f By: os Reviewer Rec #: #Os195 Amount: $ $115 00 Date Paid: 12-2-99 Municipality of Anchorage Department of Health and Human Services 825 "L' Street Rick Mystrom. P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor Mtp://www_ci.anchorage. ak.us January 3, 2000 Jeffrey Garness, PE Alaska Water & Wastewater Consultants 6901 DeBarr Road Suite 2B Anchorage, AK 99504 Subject: Waiver Request for Talus West Lot 5, Block 3 Waiver Request #WR990097 Parcel ID #015-201-50 Permit #SW990439 Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the on-site wastewater disposal system to property line has been approved. The approved separation distance is 1.0 foot. This waiver approval applies to the existing on-site wastewater disposal system to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-4744. Sincerely, / ?C.tMears, on Civil Engineer On -Site Water Quality Program ALASKA WATER �& WASTEWATER c x=miwa _:�n._�_.'a' a� � CONSULTANTS. INC. ro" ,z- arum,-+uP" ,.rw � o. _--I February 15, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Dan Roth i.� 99 °1+39 Ref. REVISED SEPTIC DESIGN: Lot 5, Block 3, Talus West Subdivision Dear Mr. Roth: The following is a summary of the proposed design modifications we discussed telephonically on 2/15/2000. On the original design we (AWWC, Inc.) failed to note a 10 foot wide utility easement that parallels the east lot line. The presence of this easement became apparent just prior to construction. Give the limited space available on the lot, the only way to install a conventional septic system, and stay outside of the utility easement, would be to encroach upon the old trench. We are proposing to modify the design by installing the new north/south trench right next to the utility easement. It is estimated that it will only be about 7 feet from the old trench. Test hole #2 was probably closer than this to the old drainfield and no groundwater or effluent was encountered. Consequently, it believed that there will be minimal impact on either the old or new trench by this encroachment. Short of reducing the separation distance between the trenches, the only viable septic system for this lot would be an ISF, Reactex, or a BioCycle, which would increase the cost of the installation by as much as $10,000. This is difficult to justify given the facts presented. The trench design is summarized as follows: A. 30 FOOT TRENCH SEGMENT (5 FEET WIDE): The soils on the bottom of the 30 foot segment (test hole #1) are expected to be a poorly graded sand that will percolate faster than one minute per inch. The soil on the sidewalls should be 13.3 minute/inch range. The design used a .8 gpd/sq.fl. application rate for this portion of the trench. The absorption area of the segment (.58 R.F.) is 258 square feet, which is capable of handling 206 gallons per day. Given that this is a 4 bedroom house, the north/south segment must be capable of handling 394 gallons (600-206 = 394). 6901 Debarr Road, Suite 2B * Anchorage, Alaska 99504 (907)337-6179 * Fax: (907)338-3246 * awws@alaska.net B: 50 FOOT TRENCH SEGMENT: The intent is to excavate a test hole, at the south end of the nortb/south segment, to verify that there is no bedrock or impermeable soils to a depth of 17 feet. This will allow us to increase the total depth of the trench to 11 feet and the effective depth to 6 feet. The soils between 9 feet and 11 feet are a GM/ML soil that was not perked within a 30 foot radius of the trench; however, we did run a percolation test in the ML soils in TH #1 and determined the rate to be 36.9 minutes per inch. Furthermore, we know that the existing trench which is over 13 feet deep is in this soil profile and has functioned for 25 years. The ground elevation drops 3.5 feet from the existing grade at the south end of the proposed 50 trench to the north end of the trench. It is anticipated that the new trench will be 11 feet below grade at the south end and 7.5 feet below grade at the north end. It is estimated that the north half of the trench will be completely in the GM soils which were perked (10.4 minutes/inch). The south half of the trench will extend into the GM/ML soils from 0-2 feet. • North one-half of north/south trench: 25 feet long X 6 feet effective X 2 X .8 gpd/sq.ft. _ 240 gallons per day. The combined absorption capacity of this segment and the 30 foot east/west segment is 446 gallons per day (206 + 240 = 446). Therefore, the south portion of the north/south segment must be capable of handling 154 gallons per day. • South one-half of north/south trench: The effective depth will be 6 feet, but for purposes of this evaluation the bottom 2 feet (portion in the GM/ML soils) is neglected, so the total absorption area is: 25 feet X 4 feet effective X 2 = 200 sq. ft. The absorption area of this one-half of the 50 foot trench is capable of handling at least 200 sq.ft. X .8 gpd/sq.ft. = 160 gpd, which is more than the 154 gpd required. Based upon the above calculations the proposed trenches will be capable of handling greater than 600 gallons per day. The trenches will be pressurized as required in the original design package I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179. Thank you for your 6901 Debarr Road, Suite 2B * Anchorage, Alaska 99504 (907)337-6179 * Fax: (907)338-3246 * awws@alaska.net PROPOSED DRAINFlELD UPGRADE. SEE DETAIL, PAGE 2 OF 2 — — — — — — — — — — — _ — — EXISTING DRAINFlELD TO BE USED AS A RESERVE SITE. 10' UTILITY EASEMEM SUMP— !AT T SHED 1 FOOT LOT LINE T �� THjj2 l WAVER REQUESTED / TH#1 ��\�\ CJI PIPOSED DRAINFlELD UPGRADE. APPROXIMATE LOCATION OF 1 a \ \ LJI ( 50' LX 3'W. 11' MAX DEPTH. 6'EFF. BURIAL PILE ENCOUNTERED 1 S DETAIL DWG. PAGE 2 OF 2 DURING THE EXCAVATION OF THE TEST HOLE 1 I I tL I cowipfi tO mvx i017TE6TO m CGI�IfCM NOCEV2GCK dZ INJ'EPJAEAEI.E '^— -- H / i i 50L5MJ T001GGIN`n14iN0E5. _ CO PROPOSED 1500 GALLON — — 0 S.T.E.P. TANK CO WITH DUAL OUTLETS / \ \ MTIsF I _ /EXISTING SEPTIC TANK TO / BE ABANDONED COMPLETELY. / FCO \ \EBEOOM ( / / OJ A RHOUSE / -0 WELL WELL I / NOTE: THE CONTRACTOR SHALL HAVE THE 100 FOOT RADIUS 1 OF THE WELL SERVING THIS PROPERTY AND THE WEST, EAST, \ / AND THE NORTH PROPERTY LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. WILDERNESS DRIVE ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 28. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 336-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: REVISED DESIGN OF SEPTIC SYSTEM UPGRADE PREPARED FOR: PHONE NUMBER: JOHN DEVORES (907)241-4034/345-8129 DATE: DRAWN BY: SCALE: PAGE: 02/15/2000 J.L.M. 1 = 30' 1 OF 2 y A.�OCT�ess� —7953 m� ��p 30' LONG 2 U IZ —� i----- ---------------MTO I oo� o t— �+ I OMT Ld 2 Ur ------ w I OMT I N L ------ Ji ORIG I 1-1/4 INCH DIAMETER HDPE PIPE WITH 1/4 INCH DIAMETER HOLES SPACED 3 FEET ON CENTER. 30' SEGMENT HAS 10 HOLES. 50' SEGMEMT HAS 17 HOLES. —\ FROM S.T.E.P TANK -1 -----------------'e----- WEST TRENCH S.T.E.P. TANK 1 30' LONG GRADE EAST TRENCH END FINAL GRADE -1 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: REVISED DETAIL DRAWING OF TRENCHES PREPARED FOR: PHONE NUMBER: JOHN DEVORES (907)241-4034/345-8129 )ATE: DRAWN BY: SCALE: PAGE: 02/15/2000 J.A.G. 1 = 30' 2 OF 2 I I MT O I ADE ROM S.T.E.P. TANK NE ORIGINAL GM NORTH END A , G ess, G ,E-7953 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B — Anchorage,— Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers October 26, 1999 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Upgrade Design for Lot 5, Block 3, Talus West Subdivision To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The existing septic system consists of a 1250 gallon septic tank and a deep trench type drainfreld. The existing drainfield is in a state of failure and must be upgraded prior to the sale of the house. Two test holes were excavated east and west of the existing of the septic system. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are the logs which shows the soil profile, and the percolation test results. In TH#1, the soils below the organic layers are a SM material to a depth of 2 feet and then transitions to a GM material to a depth of 5 feet. At 5 feet there is a SP lense to a depth of 7 feet and then transitions to a ML material to a depth of 14 feet (bottom of test hole). In TH#2, the soils below the organic layers are a GM material to a depth of 9 feet and then transitions to a GM/ML material to a depth of 15 feet (bottom of test hole). No groundwater was encountered during the excavation of the test holes, and after seven days water was found to be at 12.25 feet in TH#1 and TH#2 was still dry. It is believed that the water in TH#1 migrated from a buried debris pile that was encountered (in another TH) to the south of TH#1. Two percolation tests were performed in TH#1, one between the depth of 2.5 feet to 3.0 feet which had a percolation rate of 13.3 minute/inch and one between the depth of 7.5 feet to 8.0 feet which had a percolation rate of 36.9 minute/inch. One percolation tests were performed in TH92 between the depth of 6.5 feet to 7.0 feet which had a percolation rate of 10.4 minute/inch We are proposing to use the upper stratum of the soils for the design, so it is our opinion that a 0.80 gallons/day/ft2 should apply. 2. TRENCH DESIGN: a. Percolation Rate: 13.3 & 10.4 minutes/inch b. Allowable Application Rate: 0.8 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 750 ft2 f. Total Depth: 9 feet (max- at any point.- east trench) & 5 feet (max.- west trench) g. Effective Depth: 3 feet h. Width: 5 feet i. Reduction Factor: 0.58 i. Minimum Length: 90 feet total length (1 @ 60 feet long, 1 @ 30 feet long) j Effective absorption area = 776 ft2 This is to be a pressurized drainfield system. There is to be 3 laterals that are 30 feet long each (1-1/4 inch diameter hdpe pipe) with 1/4 inch diameter holes spaced 3 feet on center (10 holes per lateral - 30 holes total). 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOYYRAPHY: Attached is a topography site plan. We are proposing that the east trench be install perpendicular to the slope and the west trench will be installed in a general flat area at the base of a hill. Elevation shots have been taken where the proposed east trench is to be installed and it was found that there is a 3.5 to 4 foot elevation difference between the south end and the north end. 5. LOT LINE WAIVER: We request that a 1 foot lot line waiver be granted from the proposed drainfields to the west and the east lot lines. We are unaware of any adverse effects on the neighboring properties may have with the granting of this waiver. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. h Sincerely M.S. NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, two soil logs, a topographical site plan, and a 4 page construction specification letter which are all part of the design package for this septic system. [TALUS Rc\4ET 26, BLOCK 3 WEST LOT 27, BLOCK 3 TALUS WEST r !j 1 LOT 28, BLOCK 3 / TALUS WEST / X/TAL6S BLOCK 3 WEST LOT 2, BLOCK 3 TALUS WEST LOT 25, BLOCK 3 TALUS WEST )T 24, BLOCK 3 TALUS WEST (:SEPTIC POSED SEPTIC DESGN,PAGE UPGRADE OF 2)� EXISTING 3YSTEM� � / \ LOT 4, BLOCK 3 LOT 10, BLOCK 3 TALU WEST I TALUS WEST S I r LOT I i I I \ LOT 22, BLOCK 3 I I I \ TALUS WEST LOT 10, BLOCK 3 I \ \ I TALUS WEST I I I\ l �lljS/ \ \ \ I I LOT 9, BLOCK 3 \ I ( TALUS WEST BLOCK 3 \ WCM � ARPEnPC / // LOT 8, BLOCK 3 ---®/ / TALUS WEST LOT 7, BLOCK 3 TALUS WEST Q LOT 6, BLOCK 3 \ \ 1\ TALUS WEST \\ \ EXISTING 4 BEDROOMHO \ LOT 5 BLOCK 2 I( TALUS WEST � I I / II / LOT 1, BLOCK 2 LOT 2, BLOCK 21 I LOT 3, BLOCK 2 LOT 4, BLOCK 2 / i TALUS WEST TALUS WEST ( I TALUS WEST TALUS WEST / I I TRAVERSE WAY -------- -----J L------- -------- ---- — - _ _ — — — — — — — — — — — — — ----------- I I I ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 ,�✓C,�•'�� •• S,L��'I. TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 �`F ,,,;',j OF WORK: SITE PARE oRAN FOR SEPTIC SYSTEM UPGRA ONE NUMBER: DE f e ar ess• —812 53 JON DeVORES NIP DRAWN BY: J.L.M. SCALE: ; 907100 1-40 ACE 3 15 OF1 39r�rt,1��10p`rOtess`���'�~� PROPOSED DRAINFIELD UPGRADE. _ _ SEE DETAIL, PAGE 3 OF 3 _ _ _ _ _ EXISTING DRAINFIELD TO BE USED AS A RESERVE SITE. 10' UTUTY EASEMENT /—SUMP 1 FOOT LOT LINE WAIVER REQUESTED - APPROXIMATE LOCATION OF BURIAL PILE ENCOUNTERED DURING THE EXCAVATION OF THE TEST HOLE— PROPOSED 1500 GALLON . S.T.E.P. TANK WITH DUAL OUTLETS I WELL t TH#l' �\ ,l l 'TIC ANK TO L-. I PROPOSED DRAINFIELD UPGRADE. TH#2f "( I I SEE DETAIL, PAGE 3 OF 3 I I \EXIST\ 4 OM 4 HOUSE / i 'Z p0 y I WELL I JNE i 3TED/ / / NOTE: THE CONTRACTOR SHALL HAVE THE 100 FOOT RADIUS 1 OF THE WELL SERVING THIS PROPERTY AND THE WEST, EAST, AND THE NORTH PROPERTY LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. WILDERNESS DRIVE ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE PREPAREDNE NUMBER: JOHNFDDEVORES PHo(907)241-4034/345-8129 DATE: DRAWN BY: SCALE: PAGE: 11/19/99 J.L.M. 1 = 30' 2 OF 3 A. Gdl'ness;• —7953 m, e oA 4 / WELL t TH#l' �\ ,l l 'TIC ANK TO L-. I PROPOSED DRAINFIELD UPGRADE. TH#2f "( I I SEE DETAIL, PAGE 3 OF 3 I I \EXIST\ 4 OM 4 HOUSE / i 'Z p0 y I WELL I JNE i 3TED/ / / NOTE: THE CONTRACTOR SHALL HAVE THE 100 FOOT RADIUS 1 OF THE WELL SERVING THIS PROPERTY AND THE WEST, EAST, AND THE NORTH PROPERTY LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. WILDERNESS DRIVE ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE PREPAREDNE NUMBER: JOHNFDDEVORES PHo(907)241-4034/345-8129 DATE: DRAWN BY: SCALE: PAGE: 11/19/99 J.L.M. 1 = 30' 2 OF 3 A. Gdl'ness;• —7953 m, e oA 4 30' LONG S U _ z-� i - - - - - - - - - - - - - - - - - - - - - - - - - - -MT O I o I (— N L ------------------ LLI L 1-1/4 INCH DIAMETER HDPE PIPE WITH 1/4 INCH DIAMETER HOLES SPACED 3 FEET ON CENTER. (3 LATERAL WITH 10 HOLES IN EACH LATERAL - 30 HOLES TOTAL)—,, FROM S.T.E.P TANK - R ORIG o I OMT a I I WEST TRENCH S.T.E.P. TANK IIII I�5' WIDE+ OI I 0 I o I I I I o I I z q I I o III I � I � I I MT O 1 30' LONG :IGINAL GRADE SOUTH END EAST TRENCH 91N.1111 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SURE 28. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 TYPE OF WORK: DETAIL DRAWING OF SEPTIC SYSTEM UPGRADE (PLAN & PROFILE) PREPARED FOR: PHONE NUMBER: JOHN DEVORES (907)241-4034/345-8129 DATE: DRAWN BY: SCALE: PAGE: 11/19/99 J.L.M. 1 = 30' 3 OF 3 ADE ROM S.T.E.P. TANK NE ORIGINAL GRA( NORTH END MT FABRIC P 3' OF A. \WrD ess,: E-7953 m� ............ E°�d professW' ALASKA WATER & WASTEWATER CONSULTANTS, INC. SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 PERFORMED FOR: JOHN DEVORES DATE PERFORMED: 10/13/99 DEP -- TEST HOLE #1 (feet ORGANICS 1 PAGE 1 OF 2 2—WI SM SOIL CLASSIFICATIONS :wb GW ORG GM SP DATE GM CL GC OL SW MH SP CH SM / OH Sc 10/13/99 0000-Q o °a .0-9 10/21/99 10/14/99 - PRESOAKED PERC HOLE FOR 4+ HOURS PRIOR TO TEST. 9- 10— ML 10 ML 11 12- 13- 14—M 21314 B.O.H. 15- 16- 17- 18- 19- 20 51617181920 COMMENTS: DEPTH TO GROUNDWATER DATE DRY 10/13/99 12.25' 10/21/99 10/14/99 - PRESOAKED PERC HOLE FOR 4+ HOURS PRIOR TO TEST. DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL I READING NET DROP (INCHES) 10/14/99 - PRESOAKED PERC HOLE FOR 4+ HOURS PRIOR TO TEST. 10/14/99 1 3:00 — 6" — 2 3:30 30 MIN. 3 11/16" 2 5/16" 3 3:34 — 6" — 4 4:04 30 MIN. 3 11/16" 2 5/16" 5 4:05 — 6" — 6 4:35 30 MIN. 3 3/4" 2 1/4" PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY ALASKA WATER & WASTEWATER I, THIS WAS PERFORMEP I ACCORDANCE WITH ALL DATE. DATE: 13.3' (MINJINCH) PERC. HOLE DIA. 6" (INCHES) I 2.5 FT/. AND. 3.0 FT. CERTIFY THAT I IN EFFECT ON THIS ALASKA WATER & WASTEWATER CONSULTANTS, INC. 69 PHONEKR (907)7561 9 * FAX (907UITE 28 1 0) 338 9504 3246 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TALUS WEST SUBDIVISION; LOT 5, BLOCK 3 PERFORMED FOR: JOHN DEVORES DATE PERFORMED: 10/13/99 DEPT TEST HOLE #1 (feet 1 PAGE 2 OF 2 Q 7 0- z 8 O 9 Z O Q 10 U L� 11 (n V) 12- 0 13 J 14 O N 15 W N 16- 17- 18- 19- 20— COMMENTS: 617181920COMMENTS: DEPTH TO DATE GROUNDWATER SEE PAGE 7 OF 2 SEE PAGE 1 OF 2 DATE READING CLOCK TIME SOIL CLASSIFICATIONS WATER LEVEL READING NET DROP (INCHES) 2 — PRESCAXED PERC HOLE FOR 4+ iOURS PRIOR TO TEST =:i b GW 10/14/99 ORG 3 — 6" — a v+. GP 2 ML 30 MIN. 5 1/2" 1/2- GM 3:32 CL 6" — 4 4:02 30 MIN. 5 1/4" 4— 5 4:06 GC 6" — OL O 4:36 30 MIN. ° 8°0 o SW MH 5 00Looe SP CH SM / OH 6 W SC U Q 7 0- z 8 O 9 Z O Q 10 U L� 11 (n V) 12- 0 13 J 14 O N 15 W N 16- 17- 18- 19- 20— COMMENTS: 617181920COMMENTS: DEPTH TO DATE GROUNDWATER SEE PAGE 7 OF 2 SEE PAGE 1 OF 2 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/14/99 — PRESCAXED PERC HOLE FOR 4+ iOURS PRIOR TO TEST 10/14/99 1 3:01 — 6" — 2 3:31 30 MIN. 5 1/2" 1/2- 3 3:32 — 6" — 4 4:02 30 MIN. 5 1/4" 3/4" 5 4:06 — 6" — 6 4:36 30 MIN. 5 3/16" 13/16" PERCOLATION RATE 36.9 (MINJI TEST RUN BETWEEN 7.5' „_FT. 9 PERFORMED BY ALASKA WATER & WASTEWATER I, THIS WAS PERFOR D JN ACCORDANCE WITH ALL DATE. DATE: PERC. HOLE DIA. 6" (INCHES) I 0' FT. CERTIFY THAT I IN EFFECT ON THIS I ALASKA WATER & WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: TALUS WEST SUBDIVISON; LOT 5, BLOCK 3 PERFORMED FOR: JOHN DEVORES DATE PERFORMED: 11/10/99 DEP TEST HOLE #2 (fee ORGANICS 1 8 9 10 11 12 13 14 15 B.O.H. 16- 17- 18- 19 6171819 20 COMMENTS:, GM/ML PERFORMED WAS PERF91 DATE: 11 < DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS 11/10/99 DRY GM TEST RUN BETWEEN LO \ \ I LOT 4, BLOCK 3 TALUS WEST „)b''. (LIGHT BROWN).; GW 1 ORG — =:ff3; a3t, GP ML 2:09 30 GM 2 3/4" CL 3 2:10 GC 6" OL SW 2:40 MH ° 2 13/16- SP 2:41 CH GM (DARK BROWN) — SM SC OH / 30 3 GM/ML PERFORMED WAS PERF91 DATE: 11 < DEPTH TO GROUNDWATER DATE DRY 11/10/99 DRY 11/17/99 TEST RUN BETWEEN LO \ \ I LOT 4, BLOCK 3 TALUS WEST .. .... . a Gayness ;7953 SITE .� nnra I" = 100' ------ --- STH#2 ERI I WATER LEVEL READING O 11/11/99 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING TEST RUN BETWEEN LO \ \ I LOT 4, BLOCK 3 TALUS WEST \ >�,i L01 6, BLOCK 3 TALUS WEST II\ 1 1:39 — 6" DATE READING CLOCK TIME I NET TIME (MINUTES) I WATER LEVEL READING NET DROP (INCHES) 11/11/99 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 1 1:39 — 6" — 2 2:09 30 3 1/4" 2 3/4" 3 2:10 — 6" — 4 2:40 30 3 3/16" 2 13/16- 5 2:41 — 6" —11W-2 — 6 3:11 30 3 7/8 PERCOLATION RATE 10.4 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) I TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS iIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON f LOT 26, BLOCK 3 1 TALUS WEST LOT 27, BLOCK 3 / TALUS WEST BLOCK WEST F'�\ LOT 2, BLOPK 3 I TALUS WEST AWWWARAM 3 1Pi 2 3 :74Z9m7 LU WEST WEST LOCK 2 I L07LOCK ALUSBWEST BLOCK 3 WEST f 10, BLOCK 3 7sT 9, BLOCK 3 TALUS WEST LOT 8, BLOCK 3 TALUS WEST -TH S PTIC RaD LOT 7, BLOCK 3 TALUS WEST LOT . B OCK 3 ALASKA N S A ' ( SULT N WATE� 69 1 EN RDAI SUI E 2 ANC RAGE, AK. 99504 PH NE: 907) 37- 79 AX: (90 33 -3246 LEG DESCRIPTI : T LUS EST SUB 1 ISIO ; LO 5 BLO 3 TYP OF =K: ITE N FOR SEP k/SY EM fupGRPE PRE ARED F : PHONE NUMBER: ON D VORES (907) 27 -403 4 DA D Y: SC E: PAG 11/1 /99 J. M. 1 = 10 1 2 ' \T 4, BLOCK 2 TALUS WEST INC. 2 �J �, GRED R ANCHORAGE AREA BOf�GH 0 -� 1 A Department of Environmental Quality ` `^° 3330 C Street Anchorage, Alaska 99503 LNSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ��p1-✓�J-")�-[/q�� K_� MAILING ADDRESS �l� '✓'�J�(')Q& DLf ��\ PHONE LOCATION /A/�/.10/�<D�✓i�.��., LEGAL DESCRIPTION SEPTIC TANK DISTANCE�f pp NUMBER OF FROM WELL V47� MANUFACTURER MATERIAL f COMPARTMENTS INSIDE LENGTH / �� INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /'� GALLONS. TILE DRAIN FIELD: n % +y� ✓ % / TOTAL LENGTH, J DISTANCE FROM WELL �7� FOUNDATIONS_ NEAREST LOT LINE [5 OF LINES 62; y t NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH--!- IN. TOTAL EFFECTIVE ABSORPTION AREA O/7� U SQ. FT. LENGTH OF EACH LINE 7 DEPTH OF FILTER 1 J/ DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILEIN. ABOVE TILE G IN. WELL: TYPE- i�T""'- CONSTRUCTION BUILDING FOUNDATION CESSPOOL NEAREST LOT LINE OTHER SOURCES APPROVED DISAPPROVED DISTANCES: INSTALLED BY: _ SEWER LINE DEPTH: PIPE MATERIAL: � L_�� /V/ LOT SLOPE: REMARKS: Form EQ -032 NEAREST SEPTIC SEEPAGE SEWER LINE , TANK, SYSTEM_ REMARKS <.C�-xC?`DIAGRAM OF SYSTEM DATET�/3/%S/%S APPROVED ff7 DISTANCE FROM: d� (&- 7 e"L , •-N/b C GREI, IR ANCHORAGE AREA BOF ,GH /' a DEPARTMENT OF ENVIRONMENTAL QUALITY W <d _-.1 PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 `. TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT '�"`-' �-�'n"� MAILING ADDRESS -EJ ISZe• `• �4 INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK >e SEEPAGE PIT . DRAIN FIELD OiH� A� TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS �S L EI ° n ' NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED `�«'�%/9/.� FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OFENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE ✓ J'7 /� F✓ SEEPAGE AREA SIZE '��-� TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAG E-PI'i' DRAIN FIELD SEPTIC TANK TO SEEPAGE PYF WALL SEPTIC TANK SEEPAGE—PTT '"� ( DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK /�" — SEEPAGE DRAIN FIELD '1'- %o / ALSO CONSIDER AREA WELLS. �JiAa� WATER MAIN TO SEPTIC TANK.SEEPAGE PIT DRAINFIELD/�/�%� sa_ SEPTIC TANK. {_ems SEEPAGE PIT'y '�� / DRAIN FIELD U� f TO RIVER, LAKE, STREAM. - CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL, 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. �7 l Y G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT i AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. r_�1 DATEAPPLICANT'S SIGNATURE FORM NO. EO -016 - - 614, J _ __ I 1 VVVIVI 7 _ I CERTIFY THAT i AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. r_�1 DATEAPPLICANT'S SIGNATURE FORM NO. EO -016 Performed for R" Legal Description: e This form reports: �,,,,,bepartment o'i Lnvironmentdi 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG - PEROLA'I'ION 'PEST Date Performed 7j S log Percolation Depth Feet -------- 3- 4- 5 - 7 �17., uO 6 7`t / 7- S/0 100 14 Was ground water encountered? l/„—_____ If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percolation rate minure. ------ Drain Proposed installation-:-Seepage Pit _ _ _ or trench Field —------------_ �icpth of COf•if1Ef1T5: Inlet _ _ _ � . y r__� Dept_ — —t9z /a _S Per int'L<-Date: I3y:�2 <�_�9�-------Certified-6y:�--i—_--_.. .7_7� EQ 040 (6/74) 0 �k`l �--z z M -w DRILLING, Inc. - ... P. O. Box4-1224• 1310C International Airport Road (907) 274-4611 ANCHORAGE, ALASKA 99509 DRILLING LOG Well Owner M(3se PendercIrass Use of Well Don} Location (address of: Township, Range, Section, if known; or distance main road 1,5Bllc 3, Talu 49est Subdv, Size of casing 6" Depth of Hole t 26 feet Cased to 12E> feet Static water level 85' ft. (above) '(below) land surface. Finish of well (check one) open end ( ); Screen ( ); Perforated ( ). Describe screen or perforation Well pumping test at—a--gallons gallons per (hour) (minute) for 1 hours with 1005, ft. of drawdown from static level.' Date of completion 26 .711 l 1f ) 2 7.5 F .i WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness _0—To 2 Organics TO 7 7 TO 1.0 TO 6"i ___L0 r`i S TO ____LA'; TO i 10 1.+n TO tea 123 TO 7.2.6 Silty g'ravrzl l Sand NW e . e Nos. 814 & 973 2—STATE .. ' M -W DRILLING, Inc. P. O. Box 4-1224 • 1310C International Airport Road (907) 274-4611 ANCHORAGE, ALASKA 99509 DRILLING LOG Well Owner Mose Penderqrass* Use of Well Dom Location (address of: Township, Range, Section, if known; or distance main road _ 1-5. Blk 3, Talus West Subdv. * DEEPENING of well completed 26 July 1975 Size of casing —6'—'—Depth of Hole 136 feet Cased to 136 feet Static water level 80 ft. e 59V): (below) land surface. Finish of well (check one) open end ( X ) Screen ( ); Perforated ( ). Describe screen or perforation Well pumping test at 7 gallons per (3't6i3i) (minute) for 1 hours with 1007 ft. of drawdown from static level.' Date of completion 27 Sept. 1975 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 26_TCk1 34 Gravel & Silty 1'44 TO 136 Water gravel TO_ TO TO TO TO _— TO --TO TO TO TO - TO TO 1 — CUSTOMER M -W DRILLING, Inc. P. O. Box 4-1224 • 1310C International Airport Road (907) 274-4611 ANCHORAGE, ALASKA 99509 DRILLING LOG Well �f► 5 3�7f of Well Dom Location (address of: Township, Range, Section, if known; or distance main ell road * completed 26 Jul 51J -Y1; `f 1975 Size of casing 6" Depth of Hole 136 feet Cased to -1 36 f eet Static water level 80 ft. Q3� (below) land surface. Finish of well (check one) open end ( X ); Screen ( ); Perforated ( ). Describe screen or perforation_ Well pumping test at 7 gallons per (� t�?'r) (minute) for—1 hours with 100% ft. of drawdown from static level. Date of completion 27 Sept. 1975 LS Blk 3 Talus West Subdv.T DEEPENING of-'WY WELL LOG Depth in feet from ground surface 1 26 TO 1 34 134 TO 136 TO TO- O TO- TO Give details of formations penetrated, size of material, color and hardness Gravel av 1 V_Si? ty Water gravel Cpm C ' 1—CUSTOMER DG GS Cpm C ' 1—CUSTOMER DG GS Certificate of On -Site Systems Approval Parcel I.D. 015-201-50 Expiration Date:. 2.- 2-2-2- 1. GENERAL INFORMATION Complete legal description TALUS WEST BLOCK 3, LOT 5 Location (site address) 11956 WILDERNESS DRIVE, ANCHORAGE, AK 99516 Current property owner(s) MELODY & DAVID BECHBERGER — Day phone Mailing address Real estate agent 11956 WILDERNESS DRIVE, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) F1 Duplex n Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Private Septic M Water Storage ❑ Holding Tank El Community Well ❑ Community R Public Water System ❑ Public Sewer F] Waiver request for: Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA # 0 'Z> C V IS V) 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 9/17/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to S1 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 ��Q: • • . • ' }) discrepancies exist can be given b First Water Consulting & encroachments, deficiencies or ��g•. '9 `� for current or future occupants or guarantee that no unseen * . TM ••* J/ P 9 Y 9 FWC5 ' .. ........ rI� 6. DSD SIGNATURE ' • • ' • " • • • v'~'_ /// • Curtis Huffman System #1 Approved for bedrooms rr��F67 - CE 128991 �'aw'� System #2 Approved for bedrooms �iI,Fop ROF S50NP��� " Disapproved Conditional approval for bedrooms, with the following stipulations: By: V.— Original Certificate Date: 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 Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Other S+,ee1 f1C� U t SC`0 ✓� `�i•�e-�� Legal Description: TALUS WEST BLOCK 3, LOT 5 Parcel ID: 015-201-50 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 7/26/1975 Total depth *136 ft *(PER MOA DOCS) Cased to *136 ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 9/14/2021 Static water level at beginning of test 88 ft. Well production at time of test 4.2 Qpm Comments B. TANK DATA Age of tank(s) 21 years Tank type/material STEP / STEEL Measured operating fluid level in septic tank ** ® Standpipes/foundation cleanout per record drawing Date of pumping 9/14/2021 D. ABSORPTION FIELD DATA Which system tested (date installed) 2/21/2000 ® ALL standpipes present per record drawing Total measured depth from grade ***10.8 ft (max) Measured depth to pipe invert from grade ft (min) ® N/A – pressurized field ® Monitor tubes go to bottom of effective. If not state Structure served by this system _ Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate mg/L ® Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) Collected by FW'F Date of Sample 9/14/2021 C. LIFT STATION ® Required maintenance completed Age of lift station 21 years Lift station material STEEL Comments: **FLOAT LEVELS Adequacy test date 9/14/2021 Results 0 Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 600 gal (EAST TRENCH TESTED) New depth 9 in depth into effective Elapsed time 1380 min ® fluid depth 0 in Code -required soil cover over field Final— ❑ System presoaked Absorption rate 600 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: ***MT1 (SE PIPE) 2000 UPGRADE. ALL FIELD (1975 & 2000) MTs WERE DRY AT TEST FW'C� 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' if No ft ® Yes Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Surface Water > 100' ® Yes Animal Containment > 50' ® Yes if No ® 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' Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' Water Main > 10' Water Service Line > 10' ® Yes if No ft ® Yes if No ft Community Wells > 200' ft ft ft ft ft Yes if No ft ® Yes if No ft ® 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 *1+ 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 *WR#990097. 1975 & 2000 FIELDS HAVE FUNCTIONING MTs AS SIMILARLY STATED IN THE 2019 COSA. 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. Aw �V11 �• TH ® .. • ....• .........::.� �.' Curtis Huffman CE 128991 i��F�'•9(21/2).-*4P, MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section / Fax: 907-343-7997 Lift Station/Pump Vault Owner Septic Tank: -Sludge level inches Lift station: Street Address 1,1'1 s6 b) 11A e r ne �,rn i)r -Pumping: required ves o -Pump basket cleaned 6m, no -Control floats cleanedrve8no -Operation satisfactory Alarm System: -Pumping completed e no �e(� at�m2Q2� -Effluent filter cleanedves no -Proper float settings confirmed -Dedicated electrical alarm circuit :es no -Audible and visual alarm inside dwellinges no -Alarm system operation d atisfactor not satisfactory Manhole Riser -Ground water intrusion at riser to tank connectionLes s no -Ground water intrusion around pipe penetrations no` Weep hole functional es no -Manhole lid: Functionales no Insulated es no Properly Secured es no Other -All manufacturer required inspections and maintenance completed es no Comments: Qualified Maintenance Provider: Technician Company ,,- S Sec'y1dja5 Signature Date of maintenance -a). Septic 'Tank Advisory Certificate of On -Site Systems Approval #OSC 211560 Subdivision: Talus West Block 3 Lot 5 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for this property is 21 years old. Typical replacement costs range from $9,000 to $12,000 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. Ma�lmg Address P O Box 196650 * Anchorage, ,4laska 99519 6650 *www muni org `` S, P> 0 0 Y ,W UI r tV 0 0 0 KA --WILDER NESS DRIVE I N 0 0 0 J; ti OF • A w�J\y:•. va: 49 zH ...............................�l Ltip.............................`. SHANEA. HOLT LS-6914 �F*. net`. AS-SUILT SURVEY NO CORNERS SET THIS DATE I"- 30' 1 HEREBY CERTIFY THAT 1 HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT S. BLOCK 3. TALUS WEST SUS. ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE iE INFORMATION HEREON -19 -MR THE USE OF -EL N -01-N-0 INSTi7UTIDNS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN WITHIN THE PROPERTY LINES AND NO VISIBLE LISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL ENCROACHMENTS EXIST OTHER THAN NOTED TRUCTURES ORFENCEUNES. DATED AT ANCHORAGE, ALASKA THIS _25TH J kSEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON (UNLESS INDICATED) DAY OF UNE 2003_= HOLT LAND SURVEYIN 8018, FBIOG-48 OTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES TEL 345.5519 R LOCATE STRUCTURES. RUSH 4: 004M 5678€ • !r Municipality of Anchorage R ,E. On-Site Water and Wastewater Program E K . ,J (907) 343-7904 U�r , ELI 1,Q Certificate of On-Site Systems Approval <<O` � 68L9 - Parcel I.D.015-201-50 Expiration Date: 3- i 1. GENERAL INFORMATION: Complete legal description Talus West; Block 3, Lot 5 Location (site address) 11956 Wilderness Drive*Anchorage, AK 99516 Current Property owner(s) Anthony Aust Day phone 719-502-0573 Mailing address Real Estate Agent Uzzil Christian Day phone 907-250-9196 2. TYPE OF DWELLING: RWO ® Single Family (w/wo ADU) ❑ Duplex Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 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: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ b ?� Waiver Fee $ Date of Payment 4;131 I`7/� Date of Payment Receipt Number t y Receipt Number COSA# 050611,2-68 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and �oo04O�O4 industry practices. The reported results describe the condition of the system/s on the date/s of the o OF / �1 evaluation. Separation distances were measured to readily identifiable features. Hidden defects or ' . •. •• , . G7 {�'t Q V encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, O'Q ��� O� groundwater levels (that may fluctuate during the year), quality of construction (materials and ,/ ! , 00 workmanship), and the water usage of the family utilizing the system/s. These conditions can vary,and #••••••• • •• O are outside the control of GEG. Satisfactory test results do not guarantee future performance of the Q system/s; therefore. GEG makes no warranty(express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system 0 •.,;• - • ,ess•:ho0 can be installed on the property in the event either of the current systems fail to perform adequately in (/ the future. The content of ti*report is for the sole benefit of the person/party that retained GEG to Qnnt�n • CE-179513(,. - �� perform the evaluations Reliance upon the information provided in this report by any other person or Nk •.. .( /. �'r �A>o� party (including subsequent property purchasers) is not authorized, nor will it confer any legal right 4Pa p . moo\F. • whatsoever. S 'o f ess:o' o=' IFHt.A.. 34 6. DSD SIGNATURE e `T System #1 Approved for L bedrooms System #2 Approved for bedrooms aJ���') UT Y Dig,, / Disapproved `�� O y w N'SlrrFCe Conditional approval for bedrooms, with the folloiit s '1 6, ;q �S rE NO m �' r ��'o Pk0GRAM ©_ 'lam--i �K> iti 86RV �� IC ��N\ti 111111»»11+1}� r � - ,-. - I BY:—.1 _� �--'-t Original Certificate Date: ��, 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 i Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other • COSA Checklist Legal Description: Talus West; Block 3, Lot 5 Parcel ID: 015-201-50 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ■❑Well log is filed with Onsite (or attached) Well production at time of test 4.0+ gpm Date drilled 7/26/1975 Water storage tank volume N/A gallons Total depth *136 ft Well disinfected for coliform test? ❑ Yes El No Cased to *136 ft El Coliform bacteria is Negative Ty Sanitary seal is functioning correctly Nitrate Oi37 mg/L ❑ Nitrate less than MRL (ND) ❑■ Wires are properly protected Arsenic ug/L ry,Arsenic less than MRL (ND) Casing height(above ground) ** in. Collected by GARNESS ENGINEERING GROUP Date of flow test for COSA 512312019 12 312019 Date of Sample 5/22/19 Static water level at beginning of test 81.4 ft. Comments *WELL DEEPENDED ON 9/27/1975 **SEE ATTACHED PHOTO • B. TANK DATA C. LIFT STATION Age of tank(s) 19 years 1 Required maintenance completed .441' kir- 444441- Tank 44441- Tank type/material SEPTGSIEE Age of lift station 19 years Measured operating fluid level in septic tank *40 Lift station material STEEL ElStandpipes/foundation cleanout per record drawing Comments: LIQUID LEVEL IN 1ST COMPARTMENT Date of pumping 3/28/2019 *IN ST1 WAS NOTED AS 40" DURING THE ADEQUACY TEST D. ABSORPTION FIELD DATA Which system tested (date installed) 2/21io0 Adequacy test date 524/2019 ❑� ALL standpipes present per record drawing Results p Pass For 4 bedrooms Total measured depth from grade 5.9+- ft(max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade N/A ft(min) Water added 776 gal N/A-pressurized field New depth 16.5 in El Monitor tubes go to bottom of effective. If not, state Elapsed time 120 min depth into effective Final fluid depth 10.5 in 0 Code-required soil cover over field 600+ 1:] System presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) N/A date of test) N/A Gallons introduced *1111 gallons If yes, enter date Comments/Deficiencies:•VERBALLY APPROVED BY MOA ON 5/23/2019-PRESOAKED AND TESTED 2000 WEST TRENCH ONLY;EAST 2000 TRENCH DRY UPON ARRIVAL 1975 TRENCH HAD APPROXIMATELY 18"OF LIQUID IN THE MONITORING TUBE UPON ARRIVAL; CONDITION OF 1975 TRENCH IS UNKOWN; SEPTIC TANK HAS APPROXIMATELY 3.41 FEET OF SOIL COVER (NO INSULATION PER RECORD DRAWINGS)-SEE ATTACHED EMAIL FROM HOMEOWNER REGARDING FREEZING ISSUES. COSA Checklist yellow sheet 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' Community Sewer Manhole/Cleanout > 100' 0 Yes if No ft 17 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' [' Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' E Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: ** Absorption Field > 5' ❑ Yes if No ft Private Wells > 100' ❑� Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' 0 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' ❑r Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No *11+ ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' El Yes if No ft Water Service Line> 10' E Yes if No ft Community Wells>200' El Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS *WR#990097; SUMP FOR 1975 TRENCH AND MT2 FOR 2000 TRENCH ARE NON-FUNCTIONAL FOR THEIR PURPOSE. HOWEVER, BOTH TRENCHES HAVE FUNCTIONAL MT'S (SHOWN ON THE ATTACHED SURVEY). **ASSUMED 5' TO 1975 DRAINFIELD ,0060 vO G. ENGINEER'S CERTIFICATION o� ofi e%,'N o C....... -...-:/6A, I certify that I have determined through field inspections and review 0 _ •.'•- -- 10 of Municipal records that the above systems are in conformance with � 4,b i, i\ •. OQ MOA COSA guidelines in effect on this date. QO - f••- A. Garn •ss: G/ CE- 0444 6 3 1ti cAoo COSA Checklist yellow sheet 0Pa prof esstoo°o� #AECC884 \\ 0000. . COSA Checklist Legal Description: Talus West; Block 3, Lot 5 Parcel ID: 015-201-50 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ❑■ Well log is filed with Onsite (or attached) Well production at time of test 4.0+ gpm Date drilled 7".975 Water storage tank volume N/A gallons Total depth *136 ft Well disinfected for coliform test? ❑ Yes 111 No Cased to *136 ft ❑■ Coliform bacteria is Negative Ty Sanitary seal is functioning correctly Nitrate C..0 mg/L ❑ Nitrate less than MRL (ND) [' Wires are properly protected Arsenic ug/L ,Arsenic less than MRL (ND) Casing height (above ground) ** in. Collected by GARNESS ENGINEERING GROUP Date of flow test for COSA 52720,9 Date of Sample 5 2219 Static water level at beginning of test 81.4 ft. Comments *WELL DEEPENDED ON 9/27/1975 **SEE ATTACHED PHOTO B. TANK DATA C. LIFT STATION Age of tank(s) 19 years 1'4 ST A- o' 14 Required maintenance completed -C--GST �E ""�^ Tank type/material SEPTIC/WEE 1'4''j� Age of lift station 19 years Measured operating fluid level in septic tank *40 '�/ Lift station material STEEL ❑■ Standpipes/foundation cleanout per record drawing Comments: LIQUID LEVEL IN 1ST COMPARTMENT Date of pumping 3/28/2019 *IN ST1 WAS NOTED AS 40" DURING THE ADEQUACY TEST D. ABSORPTION FIELD DATA Which system tested (date installed) 2'2100 Adequacy test date 5,24i2019 ❑� ALL standpipes present per record drawing Results E Pass For 4 bedrooms Total measured depth from grade 5.9+ ft (max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade N/A ft(min) Water added 776 gal ❑� N/A— pressurized field New depth 16.5 in 0 Monitor tubes go to bottom of effective. If not, state Elapsed time 120 min depth into effective Final fluid depth 10.5 in ❑■ Code-required soil cover over field Absorption rate 600+ gpd • System presoaked (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) N/A date of test) Gallons introduced '1 1 11 gallons If yes, enter date N/A Comments/Deficiencies: VERBALLY APPROVED BY MOA ON 5/23/2019•PRESOAKED AND TESTED 2000 WEST TRENCH ONLY;EAST 2000 TRENCH DRY UPON ARRIVAL 1975 TRENCH HAD APPROXIMATELY 18" OF LIQUID IN THE MONITORING TUBE UPON ARRIVAL; CONDITION OF 1975 TRENCH IS UNKOWN; SEPTIC TANK HAS APPROXIMATELY 3.41 FEET OF SOIL COVER (NO INSULATION PER RECORD DRAWINGS) - SEE ATTACHED EMAIL FROM HOMEOWNER REGARDING FREEZING ISSUES. COSA Checklist yellow sheet -)s;{ I MUNICIPALITY OF ANCHORAGE Qw�Noprtnsntrtment Rhone 907-343-7404 iwomommir senores Depa On-Ste Water 3 Wastewater Secaron Fax 907-313-79 LA StailOINF im Vautt r Maintenance Log rrA.Doy L?�c Street Addressl/4 �/� � _. • T-'--',Aloe T- 'P basket Mined iff*.ng -Ellwent filer dinned 'Control 11001 domed 11"!.-1-1 .14 +Proper nowt oor,r„rnsd ,t`t� 1Opere�trcxt .atstsolo 1.•. CI' j ri, Im at: '04kdrailtod eieCtfiglii AVM ta t ,,. -Audi*and usual warm inside dwsiutp Atom) Myon 1 •. r Mankato Rlaar rte "Ground stela intrusion at finer to tank connection . , .. r , r "Ground wake intrua+on around pipe ponetre+tions r .�. �e•• hep h>Qle tunt#iartsl,� 4411,111041 lid: Pel no Insulated I. Property Secured 'M manufacturer required inspecborts and maimeriance completed(gin 1 MAWR ar•aisr-v.,4:' 4,4,-...,....... ,,, _ __ Aro.4.444-.--.....4---4-in:ark Prasionr.7.:Eirica iii:: pil . [:11.n_. : W..A1- 4...1. 1.11 Technician LiiiaLlilials htxc.c Date of maintenance _531- Eta► r+ r�pna�ur D M2�#'rLi AIC+cs�.. P 0 Boge 19464o• Aft.ho�.,,:'e AIas.ka 995t9.i,6;fo •w,. rn • n u l org t David Garness From: Anthony Aust <austaj@gmail.com> Sent: Wednesday, May 29, 2019 6:31 AM To: David Garness Cc: Nevie Beduya; Sonja Blewett Subject: Re:Talus West; Block 3, Lot S There have been no issues with the septic system while I have lived in the home. Tony Sent from my iPad On May 28, 2019, at 16:54, David Garness<David@garnessengineering.com>wrote: Anthony, Another item. It appears the septic tank is shy on cover.Typically,the MOA does not require corrective action if freezing has not been an issue in the past. Have you ever experienced freezing issues with the septic tank? From:Anthony Aust<austai@gmail.com> Sent:Tuesday, May 28, 2019 4:52 PM To: Nevie Beduya <admin@uzzilandassociates.com> Cc: David Garness<David@garnessengineering.com>;Sonja Blewett<Sonia@garnessengineering.com> Subject: Re:Talus West; Block 3, Lot 5 I will get both of these items taken care of as soon as possible. Sent from my iPad On May 28, 2019, at 16:41, Nevie Beduya<admin@uzzilandassociates.com>wrote: Thanks, David. 0 Yours truly, <image001.png> 3801 Centerpoint Drive, Suite 200 Anchorage Alaska 99503 Mobile:907-887-1886 Fax: 907-762-3189 Email:admin@uzzilandassociates.com Website: www.uzzilandassociates.com 1 !� • Municipality of Anchorage On -Site Water and Wastewater Programwpm (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 015-201-50 Expiration Date: 1. GENERAL INFORMATION Complete legal description Talus West, Block 3, Lot 5 Location (site address) 11956 Wilderness Dr. Current Property owner(s) Randall Dexter Day phone Mailing address 11956 Wilderness Dr. Anchroage, AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: P-1 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual 7 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance reque, for: Distance: Received by: L Date: COSA to be released to the ngi eer, unless otherwise requested by the engineer. v COSA Fee $ 57 6 Date of PaymentZ5 Receipt Number D/yy / COSA# DJGI5)55LI Waiver Fee $ Date of Payment _ Receipt Number Waiver # S 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. In conducting an adequacy test, 1 attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Date 8/28/2015 Conditional approval for bedrooms, with the following stipulations: By: 'P) Original Cer ificate Date: i J ��� LJ The Municipality of Anchorag 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAblue.h .t ­t - ., c I If more than 1 septic system is on the lot: COSA Checklist # + of Structure served by this system I Certificate of On -Site Systems Approval Checklist Legal Description: Talus West, Block 3; Lot 5. Parcel ID: 015-201-50 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (YIN) Y Date completed 7/26/1975 Sanitary seal (YIN) Y Wires properly protected (Y/N) Y Total depth 136 ft. Cased to 136 -ft. Casing height (above.ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 9/27/1975 8/24/2015 Static water level Well production z 10 7 g.p.m. 72 ft. 4.2 g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate ND mg/L Arsenic N/o ug/L Date of sample: 8/24/1510/01115 Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material &T.E.P./Steel Tank size 1,500 gal Number of Compartments 2 PES Date installed 2/17/2000 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (YIN) N High water alarm (YIN) "Y Date of pumping 8/27/15 Pumper A+ home service$ C. ABSORPTION FIELD DATA 2/21/.2000 0.8 GPDISF Deep/shakes Trench Date installed Soil rating (g.p.d./ft2 or felbdrm) System type Length 50/30 ft. Width 3/5 ft. Gravel below pipe 6/3 ft. Total depth 10/6 ft. Eff. absorption area 859 if Monitoring tube Y Depression over field Y Date of adequacy test 8/24/2015Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0/0 in. Water added 451 gal. New depth 8/6 in. Elapsed Time: 320 rain. Final fluid depth 0/0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give date J D. LIFT STATION Date installed 2/17/200.0 "Pump on" level at 42 in. Datum Bottom of Tank E. SEPARATION DISTANCES WELL ON LOT TO: Size in gallons 500 Manhole/Access (Y/N) Y "Pump off"level at 42 in. High water alarm level at 46 in. Cycles tested 4 Meets alarm & circuit requirements? Yes Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 75+ Sewer lseptic service line 25+ Animal containment areas 50+ 0 On adjacent lots 100+ t On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+- Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Absorption field 5+ Surface water 100+ Property line 8+/- Building foundation 10+ Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS Well deepened 9/27/1975, S PS i Om Is ft ft - Tp fl $So R ) • `/ O Om , tj l H LOULIES `Es Tb 2029 GPD; U91(► IS hWIt' -TWO &U GPD PQl- A y 6edro"M 5� sfem- G. ENGINEER'S CERTIFICATION I certify that 1 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 Steven R. Pannone Date 8/28/2015 a COSA canary sheet_2-6-16.doc Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING t' Parcel I.D. 015-201-50 HAA#I 2:>C) Z' -'e `I 1. GENERAL INFORMATION Expiration Date: 2 -,2 6 — D 3 Complete legal description TALUS WEST SUBDIVISION; LOT 5. BLOCK 3. Location (site address or directions) 11956 WILDERNESS DRNE • ANCHORAGE. AK. Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address JON do MICHELE DEVORE Day phone 345-8129 11956 WILDERNESS DRIVE • ANCHORAGE. AK. 99516 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 Day phone Day phone 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 Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority 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 samples. (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. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or prior to closing for the engineering services provided. 4. 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 Health Authority 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 ALASKA WATER & WASTEWATER CONSULTANTS, INC. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, AKWWC, inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE 1/ Approved for _L-� bedrooms. Disapproved. Phone 337-6179 Date C Conditional approval for bedrooms, with the filowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other i( `-Q -�y•� �� •''• 0�_1 2' ON-SITE wap AND ; m' WASTEWATER By: / Original Certificate Date: _ % — 03 (Rev. 12/01) Municipality of Anchorage Development Services Department Building Safety Division On-Slte Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchomge.akus (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: TALUS WEST SUBDIVISION; LOT 5 BLOCK 3 Parcel ID: 015-201-50 A. WELL DATA *WELL DEEPENED ON 9/27/1975 Well type PRIVATE If A. B, or C provide PWSIDi# N/A Well Log (YM) YES Date completed *7/26/1975 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth *136 fL Cased to *136 IL Casing height (above ground) 12 in. FROM WELL LOG AT INSPECTION Date of test *9/27„[1975 5/28/2003 Static water level 80 ft. 81 ft. Well production 7.0 g.p.m. 4.8 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.10 mgJL. Other bacteria 0 colonles/100 ml. Arsenic: N/A mgJL. Date of sample: 5428/2003 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL% S.T•E.P. Date installed 2/17-21/2000 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YM) YES Foundation cleanout (Y/N)ES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping 9/20/2002 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA FIELOW_ isnWEST/EAST **PRESSURIZED Date installed "2/17-21/2000 Soil rating OE?Por ft%drm) 0_8 System type TRENCHES Length 30/50 ft. Width 5/3 fL Gravel below pipe 3/ 6 ft. Total depth *5-a-11-6 fL Eff. absorption area 859 ft' Monitoring tube YES Depression over field NO Date of adequacy test 5/28/2003 Results (Pass/Fall) ***PASS For 4 bedrooms DRY/ 15.5/ Fluid depth In absorption field before test DRY_ in. 10-5/ Water added 744 gal. New depth 115 in. Elapsed Time: 120 min. Final fluid depth9.75 In. Absorption rate >= 600+ g.p.d, Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date — **THERE IS ALSO THE EXISTING 1975 TRENCH ON PROPERTY ***TESTED WESTERN MOST TRENCH ONLY. D. LIFT STATION Date installed 2/17-21/2000 Size in gallons 1500 Manhole/Access (Y/N) YES i "Pump on" level at 42 in. "Pump off" level at 42 in. High water alarm level at 46 in. is Datum BOTTOM OF TANK Cycles tested 3 Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 1006+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 109+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line •1' Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 25'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *SEE LOT WAVER If WR990097 G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and review of Municipal records that the above systems are in """' ' • .. """' • ""' conformance with MOA HAA guidelines in effect on this date. Game Engineer's Printed Name JEFFREY A GARNESS �� 7 Date HAA Fee $ _ Waiver Fee $ Date of Payment Date of Payment Receipt Number P Receipt Number (Rev. 12101) 4 1 O' TELE. C ELEC. ESM T. SEG BB B O B ) O ) 6 LIFT STATION B B ) 6 ) S S 29.1 SINGLE FAMILY FRAME HOUSE 1 ) 1 a 9 f 0 a O r f WELL 4 � 4 N 89057145"W 100.00' WILDERNESS DRIVE --------------- LINES OR EASEMENTS AND IS NOT O r� L() N D ❑ Af. OF At .. co. 49 TH y� 1' ................................}1 • SHANE A. HOLT Ute ; LS -6914 AS -BUILT SURVEY NO CORNERS SET THIS DATE 1'.30' I HEREBY CERTIFY THAT I HAVE PERFORMED A MORTGAGEE'S INSPECTION OF THE FOLLOWING DESCRIBED PROPERTY. LOT 5. BLOCK 3, TALUS WEST SUB. ANCHORAGE RECORDING DISTRICT, ALASKA AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED DATED AT ANCHORAGE, ALASKA THIS _25TH__ %SEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON (UNLESS INDICATED) DAV OF JUNE 2003 DTE: ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES HOLT LAND SURVEYIN 8018, FB106JB TEL 3aS55U R LOCATE STRUCTURES. - - - _ . . __ - - _. - _ . - . - MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES — - - Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel l.D.# milli- �`\-.(^) HAA# 1. GENERAL INFORMATION 4. Complete legal description Olocl; 3� 7c -ti -i- Wert Location (site address or directions) 11956 Gc/1l0(e1-17`r D' -l "L Property owner /6C'VCL De uol-e Day phone 3qr- 5-152 Mailing address 11956 Wddc,,Hess ver• -cam fmctio�g Al -C 99SI6' Lending agency Mailing address Agent Address Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site f 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. 72-025(Hev. 1/91) Front MOA #21 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 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 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Wa1­e,- neoc;4,1 Lvell - SPoofic fr4nk- SeparaAon Name of Firm Fla /-l--g Tecti n r cu ( Se�v<(' y Phone 3 q 9-- 13 576 - Address I4yS'3y Esti/o S�. i}ncborcage Engineer's signature ���° Date _ F}uo) z 7 /?9b' 6. DHHS SIGNATURE X Approved for 4— bedrooms. Disapproved. Conditional approval for Additional Comments By: NUC bedrooms, with the following stipulations: Date /0 — 7— 9�-- The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. )2{25 (Rat. 1/91) Back MOA x21 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825"L" Street, Room 502 • Anchorage, Alaska 99501 • (907) 3434194WALITY OF ANCHO ENVIRONMENTAL SERVICES 91VISION Health Authority Approval Checklist AUG 2 8 1996 Legal Description: I o f F4 Ol k 3 7c-(/ w Wert Parcel I.D.:-RECEIVED A. WELL DATA Well type pro ✓ee f - If A, B, or C, attach ADEC letter. ADEC water system number Log present (YIN) Total depth I Sanitary seal (Y/N) Date of test Static water level Well production WATER SAMPLE RESULTS: Date completed 7/ 26/ 7,S cPeeOen eo{ 9/7-7/7j- Cased /27/7S Cased to / 36 ' Casing height (above ground) FROM WELL LOG 27/7 'go ' Wires properly protected (Y/N) AT INSPECTION 8'/19/ g.p.m. `/.O •t /2" 9 - p.m - Coliform O co/ /100 m L Nitrate G o• /✓> Other bacteria Non¢ repo�h�o( v Date of sample: 8119 / 9 6 Collected by: F/a t%6 7-e eh S,/ c B. SEPTIC/HOLDING TANK DATA Date installed 9 /3 /7S Tank size 1 Z5'd qa/ _ Number of Compartments I Cleanouts (Y/N) Y P leaf , Foundation cleanout (Y/M Y Depression (Y/N) N high water alarm (Y/1) N. h. Date ofPurnping £4/26/96 Pumper C. ABSORPTION FIELD DATA System S /i Date installed 9 /3 / 7S Soil rating (g.p.d./ft2 or ftZ/bdrm) 250O� . y type 7renc eyRn Length 6S " Width .3' Gravel thickness below pipe 6 ' Total depth 11' Effective absorption area 10°/0 o' Monitoring Tube present(Y/N) Y Depression over field (Y/N) Al Date of adequacy test 8119 / 9L( Results (Pass/Fail) I'acr For `/ bedrooms Fluid depth in absorption field before test (in.); 32 Immediately after7S2 gal, water added (in.): `f 9 '/9 Fluid depth y' 7 ''/B (ins.) Minutes later: !@ Absorption rate = > 6GO g.p.d. Peroxide treatment (past 12 months) (Y/N) None kcnawn If yes, give date N• A. D. LIFTSTATION None Date installed Manhole/Access (Y/N) High water alarm level at* Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump on" level at* "Pump off' level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO; See evalvtr Septic/holding tank on lot 71' YCq u is f �; On adjacent lots > 100 ' d Absorption field on lot 10 2' On adjacent lots > loo ' Public sewer main N. A. Public sewer manhole/cleanout N. A. Sewer /septic service line > 2,5' Lift station IU. A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation S Property line 3S' Absorption field 2 6-' Water main/service line > 10' Surface water/drainage > too' Wells on adjacent lots t o Z SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Building foundation 2V Property Line IS' Water main/service line > 10 ' Surface water > /00, Driveway, parking/vehicle storage area so, Curtain drain None Seen Wells on adjacent lots > l00 ' F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Eva f ver n eetoleo/_ J�V e /I - {can k Signature -,Z ?'J'1o,, Engineer's Name 7-12eoe4D,-e r, I-toa�e Date AV lei/ -7, 199, - HAA Fee $ 300 Date of Payment Receipt Number o't" t,4 (il )) s Rev. 8/95 OSS: liaa.wk.doc yIxi 'A F Engr Cghg Scat Hqe d Waiver Fee $ -'(D+ Date of Payment I0_ O C,� `l sep'an 4 Receipt Number 0 3 �S� 10/02/1996 12: 49 515-856-8058 BEiTIS ST FARM INS ! PAGE 02 BETTY J. AND HOWARD L. DJ 11956 WIiderness Drive Anchorage, AIaska 99516 October 2, 1996 Cliff Groh, Attorney%P"fv- (901) 14Z�— 4�5�54 Municipality of Anchorage Anchorage, AR no. Certificate of health waiver Fee bear Mr. Groh: Ted Moore Engineering (344-1355) inspected and to septic System at our home about a Month agog made for improvement between the tank and the field plished, and submitted the application for a Certi At the time he recognised the difference betty standard for distance between the well and septic distance approved by the Borough of Anchorage when home in February 1976. Ted Moore Spoke to a repre Department of Health who assured him that if the s test the Municipality would grant a waiver M difference without charging the customary $625 wai, left Anchorage a week ago the Certificate of arrived. Yesterday, my son aon DeVore (271-4915) s house informed me the lending institution needs o, cate of Health to close the sale but upon phoning the Municipality would not issue it without us waiver fee. what hays changed between four weeks ago when th would waive the Pee and yesterday when they said It seem unreasonable to me for the Borough to appr4 11956 Wilderness in 1976 and for the successor tq demand a waiver fee in 1996 because the distan changed from 80 Peet to loo. what is the purpos $625 when a month ago they told Ted Moore we wool for the waiver of distance? Your answer may be faxed back to the fax number phoned to 515-856-6874. As you know the urgency of considerable importance. Thank you for your t &- oL � QaL,--) w�n� RECEIVED OCT 'a 1996 Municipality of Anchorage Dept. Health & Human Services Ptd the well and recommendation rich we accom- =ta of Health. n the current system and the a purchased the .ntative of the item passed his the distance r fee. When we ealth had not o is buying our ,y the Certifi- CH he was told eying the $625 MOA said they hey would not? 9 the system at the Borough to s standard has of charging me not be charged this sender or this matter is and attention. Mun`Ccipality of Anek ®gage -- Department of Health and Human Services 825 " L' Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor October 3, 1996 Ted Moore, P.E. Flattop Technical services 14530 Echo Street Anchorage, Alaska 99516 Subject: Waiver Request for Lot 5 Block 3 Talus West Subdivision Waiver Request #WR960046, PID #015-201-50, HA960382 Dear Mr. Moore: your request for the waiver of the required 100 foot horizontal separation of a on-site wastewater disposal system and a private well has been approved. The approved separation distance is 74 feet from the on-site septic tank to the private well. This waiver approval applies to the existing septic tank to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. If there are any questions or further concerns regarding this waiver please call our office at 343-4744. Sincerely, Q '9 - Daniel J. Roth Civil Engineer On-site Services DJR/Ijm:Devore a -/MUNICIPALITY OF ANCHORAGE, --- Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# I L1� ,((- Pr' -\lam PID# 015-201-50 HA# egQSL(,�knpermit # Date Received: August 28, 1996 Legal Description: Lot 5 Block 3 Talus West Engineer: Ted Moore, P.E., Flattop Technical Services 14530 Echo Street, Anchorage, Alaska 99516 Applicant: Howard Devore 70#Al Pohl/{ 27/-403¢ wK Waiver Requested: Private well on lot to the septic tank of 74 feet. Criteria: 1. Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Points: Waiver is Granted: x Waiver is NOT Granted: List Conditions or Reasons for above: SF�/9l%%CAI_/a Date: By: Yui iL Name of Reviewer Re Amount: $_ 1Dr_-�S l(Li-�S �1Co N/A Date Paid: E,fUEST FOR Lar S`-BLk y TALUS GvE5r view vIlloovi WIVVER R FgUF_ST NIIHAV? WR9b,0046 klblVCR I?EQUEST FOIA WELL lO I'tPrlc TA/V/lr OF 74 FEET •S F-Prtc 19*i4 — TRE f EPTIC %//7'4,K /A/ CuF_ ST/ON k A -r CONSTI?UCTEG /Ai % I7S. SaNIFr PL9.rTrc ANO G.4w B8 AsX- tt^e5o Td GF /.EAk/N6 IVO". AV TH.f Oak t✓J41 CU.vxrPucr6O POORLY FRax %NE sr-*Rr. Ti-er SEAT/c 779*K IS 0614rEp VOL -N 612&r+IG,v2- rjgpm TKE (u ELL Iv 4wesr•ON ON R /o % IGaPE. Tkr- SOILS TKE SE?7-I& r!¢NK /s CdNtr/2tacTED /.v /t A S/LTi Syvpi/ (gR,0vFLY rW4. T,uIS So/L r/rNK EFF4"e-. 7, VERY I.-CL.4 A. !?EL14TIVS4Y S!-!oR T /�IITIY.�CF W ELL DIST-4- rkr- WELL rm 4uEsrioAV /s /36 PEiET Ploxo vo 147-,--2 v>4.7 Evcbv rtie60 UNTYL /2.7 FEFT, %ME LHYE1eS OF 5-0/1- PRIo.v Ta R61TCAOA-6. T/i!S VAl r8/i kFFr4rpeub 6R4vF1- AMr- PRIAsprn+Ly S//.!'y' 61¢.4vBLS rIKE. w#rp-li LE✓rL /s 73— r/se t../9r'ER QE�IVIAi6 IS CI7,VfIA/LtO Frp Ont SU?F/4GE VOW IOdR An 6rSS IQ E. LWrr/Z SAMR<ES Fi2UM rlcc� wFc� lVO/c 14 T6 VO m1ne17-TEs PET6cTNo /4A, -e YO QgcrER/N PREIekr. CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. PH: (907) 345-1355 August 26, 1996 M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Sus: 14530 ECHO ST. ANCHORAGE, ALASKA 99516 By means of this letter we are requesting issuance of a formal waiver allowing the septic tank on Lot 5, Block 3, Talus West S/D to remain in its originally installed location which is less than 100 feet from the well on the same lot. At the time of the installation in 1975 the Municipal inspector reported the distance to be 80 feet on the approved inspection report. This waiver request is for 74 feet to allow for underground projection of the tank closer to the well than the distance the Municipal inspector measured to the standpipe. Based on a telephone conversation with Jim Williams on August 19, I understand that DHHS will not require payment of the normal $625 waiver processing fee, since a reduced separation distance was clearly shown on the 1975. inspection report prepared and approved by a Municipal inspector. To assist you in your waiver review process I am enclosing a site plan, well logs, water sample test results, our adequacy test report and HAA application, as well as copies of other relevant documents from your files. According to the driller's log(s), the well serving this lot was originally drilled in July of 1975 to a depth of 126 feet and had a reported yield of 5 gpm. The aquifer being drawn upon by this well was fust encountered at a depth of 123 feet. In September of 1975 the well was deepened to 136 feet, at which time an improved yield of 7 gpm was reported. On August 19, 1996 the static water level stood at 75 feet below the top of the casing. Steady pumping of 752 gallons of water from the well at the maximum pump output of 4.0 gpm caused the water level inside the casing to be drawn down to 103 feet, but no further. - Based on my test data, I determined that the total yield of the well is in excess of 4.0 gpm, which is more than adequate for any single family residence. Water samples collected on August 19 were satisfactory, showing 0 coliform or other bacteria per 100ml., and less than 0.1 mg/1 of nitrate -N. According to the as -built inspection report on file at DHHS, the wastewater disposal system serving this lot was installed in September of 1975 and consists of a 1250 gallon, single compartment, plastic septic tank which discharges into a 65 foot long soil absorption trench containing 8 feet of sewer gravel. The inspection notes and approved report show that the Municipal inspector measured and checked the distance from the well to the septic tank and reported it to be 80 feet. Our more recent measurements indicate that the septic tank cleanout is actually 79 feet from the well; this waiver request of 74 feet is to allow for underground projection of the tank closer to the well. Since the six inch sump at the end of the trench did not provide an effective monitor tube for measuring the fluid level in the trench, the homeowner arranged to have a new perforated monitor tube installed in the trench at the location shown on the site plan. On August 19, 1996 we conducted an adequacy test of the wastewater disposal system. The initial fluid depth in the newly installed monitor tube was 32 inches, which is approximately 5 feet below the level of the horizontal distribution pipe. The addition of 752 gallons of water to the trench caused the fluid level in the trench to rise another 171/4 inches. After the flow of water was stopped the fluid level receded 15/8 inches in less than one hour, which demonstrates that the trench is still able to absorb water at an adequate rate for a 4 bedroom residence. At my request the homeowner also arranged to have the cast iron line between the septic tank and the trench replaced with plastic to eliminate clogging in that area, and installed a double cleanout downstream of the tank. The overall topography of the lot slopes downwards towards the north northwest at approximately 10%. This means that any effluent from a leaking or daylighting septic tank would tend to flow directly away from the well, rather than towards it. The following is a breakdown of how waiver analysis points could be assigned, based on D.E.C.'s 1985 "Separation Distance Waiver Guidelines for SCRO". Category Points Depth to aquifer (123' - 10' = 113') 7.06 Soil sorption (predominantly clay and sand) 4.5 Soil type (predominantly material with a perc rate >50 min./in.) 3 Water table gradient (assume +5%) 4.5 Horizontal separation (74') 1.96 Total 21.02 Based on this assignment of points it appears that the waiver can be safely granted without concern as to contamination of the well attributable to proximity of the septic tank. Further support for granting the waiver is the fact that the septic tank has been in its present location for 20 years without any measurable contamination to date. Please feel free to give me a call if you have any questions on this report. Sincerely, Ted Moore, P.E. cc: Howard Devore 11956 Wilderness Drive Anchorage, AK 99516 LOT 25 - ------- LOT 24, -BLK.3-O WELLS - WITHIN -100 -FEE- -------- T) LOT 23 ---------------(N--------------------------------------------------- SEPTIC 6" SUMP SYSTEM 65' LONG SOIL ABS. TRENCH W. 8' SEWER GVL. MONITOR TUBE ------------------ INSTALLED 8/96 EXIS-FING - 10% AL' HOUSE LOT 4 BLK.3 - WELL 1250 G PLASTIC SEPTIC TANK T —7--I-- R rpo, I L_ I 1--r--- --- * -------------- ---------- I GREEN I HOUSEi O SEPTIC I SYSTEM O I ' m I , a l I O NEW '6, , - )BL. C.O. J a'01�0aM 4 HOUSE \ \ LOT 5, BLK. 31 TALUS WEST WELL ;1 9 WILDERNESS DRIVE ------------ ------------- WELL ------------------ WELL 1 1 1 1 1 1 1 t`\ \ i LOT 6, BLK. 3 WELL 0 3 'A. '36aue@a...aa8DaaaEaeaa3+ • — �:zs-axor�-Pa-a srs as sacose a>asc., $ c Ti'iEODOr.G r. --O.'. hN LOT 5, BLOCK 3, TALUS'WEST". WELL AND SEPTIC SYSTEM SITE PLAN FLATTOP TECHNICAL SERVICES IIINCH=30FEET 14530 ECHO STREET DRAWN BY TFM ANCHORAGE, ALASKA 99516 1 AUGUST, 1996 NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIMATE. TT4%04I4L ,' J GREATER ANCHORAGE AREA BOROUGH u� Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received January 13, 1976 \� �k J Time of Inspection &nn Pr72 4, Date of Inspection p ,,kt> REQUEST FOR APPROVAL OF cj��Q INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: National Bank of Alaska Mailing Address: Post office Box 3-3859, 99509 Phone: 279-2506 2. Property Owner: Mose Pendergrass Phone: 349-4207 Mailing Address: Star Route A Box 158513, 99507 3. Legal Description: Lot 5 Block 3 Talus West Subdivision 4. Location: HNH Wilderness Lane 5. Type of facility to be inspected Single Family No. of bedrooms 2 6. Well Data: Individual A. Type B. Depth 136' C. Construction D. Bacterial Analysis 7. Sewage Disposal System: on-site system. 60NO.off„ A. Installed Oct. 1975 B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2 of two pages - Re st for Approval of Individual er & Water Facilities Legal Description Lot 5 Block 2 Talus West Subdivision Comments Approved Disapproved Dated 7 Appy4 1,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM i eertiTy tnaz the inrormation conLainea in Lnra reuueat, iur appruvai w uc a w ua aiiu accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street, Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES Type of Inspection: CMRO VA FHA MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PPO7ECTION JAN ]. 3 1976 RECEIVED}/ CONV `� ' 2. Property Owner: /"l OS (' 9 C_/761eL91_a.S-S Mailing Address•: skjq Ises %lel% Day Phone 3'q- 020 r% 3. Name of Buyer: *HoujR't{�lP V©V Mailing Address: ),06 f"C?� In q�,SU0 Day Phone _2:U—Y-07 a% 4. Name of Lending Institution: �A.SQe �/ / Mailing Address: J6 �{ 3A - 30 5 � Phone %% /6 i da, 6 i - ze r 5. Name of Realtor or Agent: /v 11 w Mailing Address: ad a /17iii i�itrn Z i6 // // US Phone %SIS"O� 6. Legal Description: �,�/7 Location: 419 IV 4)i UCYne5s � ah P [ " G7acrSf 0Gi left ltZi A 5//-7!j /1`fi llPdi P� -� /�QW/1� ��YPPi�I //a !Jiff/ LllUlWt5- , siCLL 2J'� 7. Type of Facility to be inspected: No. Bdrms.. 8. Water Supply Type of Supply: Public Utility Individual X If Individual, number of dwellings presently served / / If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) X If Individual, date of installationp a� e oyTc oC� �w� �i✓Z cxj�� 35�4� - 77`i'� a�� C2 76 `l<%?_ EQ -037 (1/74) �i ee �APk� GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received 10-9-75 Time of Inspection 9:30-9:45 Date of Inspection 10-10-75 r Q� REQUEST FOR APPROVAL OF Ivf� INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Mose Pendergrass Mailing Address: SRA Box 1586C Phone: 349-3494 2. Property Owner: Same Phone: Mailing Address: 3. Legal Description: Lot 5, Block 3, Talus West S/D 4. Location: Wilderness Drive 5. Type of facility to be inspected SFD No. of bedrooms 4 6. Well Data: A. Type Individual C. Construction 7. Sewage Disposal System: A. Installed 9-3-75 B C. Septic Tank D. Seepage Pit 1. Size 1250 1. Absorption Area B. Depth 136' D. Bacterial Analysis Installer Glacier Exc. 2. Manufacturer SunsetC� 2. Material E. Disposal Field: Total length of lines Trench 8. Distances: 1040 ' A. Well to: Septic tank 80' , Absorption area 102' Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page 2,of two pages - Re,, st for Approval of Individual er & Water Facilities Legal Description Acle alc�LK 2 (1 �i sn ILO 1b Comments Approved .� �J Disapproved Date /,:)Z/ Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certifv that the information contained in this request for approval to be a true an, accurate represenia ti1un u brie Duuj cab newer u,- wa -------.-- are operating satisfactorily. SIGNED EQ -034 (1/74) Date i � F� `AFATER ANCHORAGE AREA BOR6U-6/ . Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561', REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES .1. Type of Inspection: CMRO VA PHA CONY L� 2. Property Owner: &7�J'� flailing Address :�� %5'� G S � DaPhone/'y� 3. Name of Buyer: Mailing.Address: Day Phone 4. Name of Lending Institution: 16P5/f1i1 Mailing Address: Phone 5. Name of Realtor or Agent: Mailing Address: Phone 6. Legal Description: ale Location: 7. Type of Facility to be inspected: � No. Bdrms. , 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served ._ If Individual, depth of well , 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) l �� If Individual,, date of installation 3EQ-037/ (1/74)