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Home My WebLink AboutTANAINA HILLS LT 2Tanaina Hills Lot 2 #011-051-03 Municipality of Anchorage y Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650i-ancho POSAL rage.ak.us (907) 343-7904 Page of 3 ON-SITE WASTEWATER D SYSTEM AND/OR WELL INSPECTION REPORT ;,mit Number: SW040177 ""rho David Spindle PID Number: 011-051-03 Address: Wastewater System: ❑ New IDU 6800 Tanaina Drive pgrade Number ABSORPTION FIELD of Setlrooms: 4 ❑Deep Trench 0 Shallow Trench OSed OMound LEGAL DESCRIPTION Soil Rating: Oother: Stock: Lot: 1 Subdivision: 0.8 Total Depth from original grade: 2 Tanaina Hills GPD/Ftp N 11.0 / 6.87 S Depth to pipe to tom from original grade: Township: Range: Gravel depth beneath pipe: 6 / S N .75 2.87 Section: Fill added above original grade: Ft. I Well:N ❑ New 13 Upgrade Gravel Length: 1.4/0.4 s Gravel width: FL Z X 3$ _ 76 Classifcalion (Private, Total Depth: 'Pr Cased Number of lines: Distance between line 5,0 2 i Ve(,&e to: Fl. 10 Total absorption area: F Driller: Oa Ph FL Ft 760 Pipe Material: Static Water Level: Installer__Ft? ASTM D3034 / F810 view: it: set at Fl. A+ Home Services Dale Ins ailed: GPM Casing Heigh Ground: 7/26/04FL SEPARATIONTANK DISTANCES To Septic Absorption lift OSeptic O Holding ❑ S.T.E.P. Prom Tank Field Station Holding ublic/Prlvate Tank Manufacturer: ❑ Other: Sewer Line Capacity: Anchorage Tank g Well 101 130 NA NA 100+ Maledal: 1250 Gal. steel Number of Compartments: Surface Water 100+ 100+ NA NA 2 Lot LIFT STATION Lina 20+ 12 NA NA 1ZB: Manu acture,: NA Foundation 20+ 20+ NA NA Gal. "PamPonlevl al: "e "Pump oH' level at: High water alarm at curtain Dram NA NA NA Pump Make 8 Modein.l Elec wl Inspections Remarks performed by: Old tank abandoned in place. Old trench was abandoned in BENCH MARK place. Location and Description: top of FCO top of window sill near gas meter =100.0 Assumed Elevation: 100.23 FL Inspections performed by: Cindy W. Ellis Dates: 1a' 7/23/04 Developm t Services Department A 2nd 7/26/ pproval 4 Reviewed and approved by: (Rev.I e Date: 497H* W. Ellis S 0005'38°E IS I .00' NA A W !J b 10 ay v� / T w � � A a I \ F O W W (n m o, cn by GJ m N x m \ \ co N n o N \ I Y3 O LnLAO C ID 0) v N W-1 \ �� F N < -(D Cl . I �Q0 p a v a m '-' SZ° d �.� m = a m nN. ZC C oCL CRI O O_ \ N N =. Cn O \I N N N n D I C •D 70 p �,(1 lD r CL o o / !'l o �• Ort w x a o o f V W a Ot'j = f') o -�CD o <O of m m / A a N N O a Q :9 CT 0 (D fl�D °=0 m N O� �� a� a w m o OLoF�-+�o SOUTH 75.00' \Nq //,vw y. meq'_ 00� ul !--' cn K ,' I A rp oa s 4� C=, w� l�mfiyrCy �°':OJQ�' o � -n lD !no' V Final Grade 96.58 Diver ter FCO -1 �-- valve ro 59 92.08 250 Gallon V Steel Septic Tank 91.82 o crib. Inlell!l1ippnvert = UlJ.n3 COl MTI MT2 CO? Final Grade = 93.09 - 93.20 4"0 PIPE FILTR FABRIC Top of Pipe 90.30 NOTE Original Grade Flow Splllter 89.97 - 92.84 3otforn of Trench 85.97 Sewer Rock Bottom of Bottom or MT2 86.04 MT 1 66.08 South Trench Note: Test Hale Relal.ive Depth. %4.84 Invert. of Pipe 89.97 No i91ater. IIS EI�'P FAST tip' 111`-I C04 Final Grade = 91.03 92,89 4"0 PIPE NOPE FILTER FABRIC Top of Pipe 85.05 Original Grade 90.48 - 9145 HoIIom or french 80-45 Sewer Rock Boi.torn of Bottorn of MT3 80.59 MT4 80.56 North Trench nvert of Pipe 84.70 AS -BUILT T Note.: Test Hole Relative Depth:73.45 1L 1 SEPTIC SECTION N'T';' Tanaina Hills Lot 2 �" Septic Upgrade Record Drawing OF A Parcel ID: 011-051-03 Watkins Engineering Inc. Permit No. SW ,�� 49 TH F .. G. Cindy W. Ellis, P.E. P.O. Box 110443 4,, cw W ELLIS August 20, 2004 10577 , Anchorage, Alaska 99511-0443 I'% Z'34 No Scale " Phone: (907) 349-1851, Fax: (907) 349-1934 t'T, $aa 'o ,, MUNICIPALITY OF ANCHORAGE DE ITMENT OF HEALTH AND HUMAN SER' cS Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name AEi Tnc.. DISTANCES SEPTIC TANKFIELDPermll ABSORPTIONWELL Address UOO W. 331`1, Sfi� B r Ancb., AK 9g503 rni No "remarLEGAL No.of Betlroomssee 70,-1.Lol DESCRIPTION Block/ Subdlms,onT township. Range, Section ,Sec Y T-/2 N K. r -f GIF AS -BUILT DIAGRAM (Show location of well. driveway. water bodies, etc.) septic system, properly Ines, foundation, TANKS SEPTIC [1 HOLDING ------------ -- - - - -- -- A- menulactmer /`h1-hU racye Capacity nl canons Material SF¢el -112,5-0 No. of Compadments Z, TYPE OF SYSTEM ❑ TRENCH ❑ BED ❑ W. DRAIN ❑ OTHER I'I LD _ Depth to pipe bottom Iron original grtde FT Total depth from original grade FT LL _ e n IG — RII added above 01,911, grade FT Gravel length �i d `7Grh_velv' FT Total absorption area SQ FT Gravel depth beneath pipe �9 FT 11111 FT —oll :r N Distance between Imes PT Number of Ines Soil rating - _� 50 FT Pipe matenal � — - — — --- -- Installer Dale Installed �^— WELLS _ ❑ PRIVATE ❑ OTHER (Identifv) p cll --- Glassdicniog n Installer l� Total Depth _ Cased to FT FT Late Inslallc U: REMARKS: /Af12¢c' 0'1 o'� he '7�ur1� fD re lace eKelA%, c-•- ON! , No pe in r't- r).rV ecl', W' /-ct S"Ir . c or ri c¢!, n,'b �'n/ sj7p ." 'a, d, /`L`Tre ✓ tie •iu fa.1K reg, ✓I r�J wn'v��f J'c� G'-f�=r^`L`r.�y Scale: /^ t O Inspections Performed by. yF ecS ENGINEER'S SEAL 4` Dale. 10 -- /��LIn �Xc�L✓c�.S. certify that this Municipal and Stale guidelines effect an this Oat . (� �/g0 -- 2"'� _ Health Department Approval: "!_1 + inspection was performed according to all 6 --- Date. 72-013 (3/85) ALASKA Ci 1ROWnTAL COnTROL SCI uUS, InC. Engineering & 6ironmenlal Studies \ovember 5, ftlh4t-IPALIFY OF ANCHORAGE DEPT. OF HFALTH & ENVIRONMENTAL PRO1FCrION Steve Morris Department of Health & Human Services TO 1986 q 2 825 L Street V !. 47U Anchorage, Alaska 99501 R E C El V E D Re: Tanaina Hills Subdivision, Lot 2 Dear Steve: Recently I did an inspection on this lot in which a new septic tank was installed to replace an old damaged tank. There was no permit issued to do this, but the excavator explained that you had told them a permit was not needed, which you confirmed in phone converation with me on 10/27/86. In replacing the tank, the excavator placed the new tank exactly where the old one was, which unfortunately is only 96 feet from the well. They did not notice the distance because the well is on the other side of the house. Ground elevation of the well is slightly higher than at the tank. Calder couplings were used on the tank and it does not appear there will be any danger of contamination from the tank. Therefore we are requesting a waiver of the well to septic tank separation distance to be only 96 feet for this lot. If you have any questions please feel free to contact me. Sincerely, �-drµ Darcy He ens Engine rxng Geologist Approved by: 1200 lUest 33rd Ruenue. Suite B • Anehoroge. Alasko 99503 s 907) 561-5040 Municipality of Anchorage November 17, 1986 P.O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907) 264-4111 TONY KNOWI. ES. MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Darcy Bevens Engineering Geologist Alaska Environmental Control Services, Inc. 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 Subject: Lot 2 Tanaina Hills subdivision Waiver Request WR86-157 Dear Ms. Bevens: Your request for waiver of the separation distance from the well to the replacement septic tank on the above mentioned lot has been granted. The required 100 foot separation from the private well to the replacement septic tank has been waived to 96 feet. This waiver is only good for this recent upgrade and any future upgrade will require another waiver from D.H.H.S. Sincerely, Daniel J. Roth Civil Engineer On -Site Services MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW040177 Legal Description: ',TA AWAW -n ^ 27 Design Engineer: 0844 Watkins Engineering, Inc Owner Name: David Spindle Owner Address: 6800 TANAINA DRIVE ANCHORAGE , AK 99502-1835 Date Issued: Jun 09, 2004 Expiration Date: Jun 09, 2005 Parcel ID: 011-051-03 Site Address: 006800 TANAINA DR Lot Size: 49416 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field Z 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. A SUBSURFACE DISPOSAL FIELD MUST HAVE CLEANOUTS INSTALLED AT EACH END OF THE DISPOSAL FIELD, AND HAVE VERTICAL MONITORING PIPES INSTALLED Received By: Issued By: Date: 6-16 -64 - Date: G0 2 Municipality of Anchorage • '� Development Services Department Building Safety Division ro- °- On -Site Water and Wastewater Program t F 4700 South Bragaw St. E P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 011-051-03 Number SW Property owner(s) David & Polly Spindle Day phone Mailing address (1) c/o Beth Simpson, Dynamic Properties, 3111 C St., Ste 100, Mailing address (2) Anchorage, AK Zip Code 99503 Legal description (Lot, Block & Sub'd.) Tanaina Hills, Lot 2 Legal description (Section, Township & Range) Lot Size 49,416 Acres/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade rV7 THIS PROPERTY CONTAINS: Hot Tub ® Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. i8 (Signature of prooerty owner or authorized agent) Permit Fees: Date of Payment: Waiver Fees: Date of Payment: Receipt Number. Receipt Number: (Rev. 12/00) Watkins Engineering, Inc RO Box 110443, Anchorage, AK 99511 (907)349-1851 fax 349-1934 June 4, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Tanaina Hills, Lot 2 Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation for upgrading the septic system for the existing 4 bedroom house on the referenced lot. The existing septic system was installed in 1971, with an upgrade in 1986 (new tank), and it has failed. A trench was added to the system, but was not permitted or documented. It is proposed to document the existing trench and retain it for future use. The house was previously used as a bed and breakfast, under Alaska Department of Environmental Conservation jurisdiction, but will now be a single family residence. The proposed design is based upon a test hole dug on May 19, 2004. It was dug to a total depth of 18 ft with no water encountered while digging or after 7 days of monitoring. A percolation test was run between 5.5 ft and 6.0 ft (not at the bottom of the proposed trench, due to safety concerns), with the result of 9.6 minutes/inch. The soil log is attached. Proposed Soil Absorption System: 4 Bedrooms x 150 GPD/BR Application rate: 600 GPD / 0.8 gpd/ft2 = System Type: Maximum Depth: Effective Depth: Length Required = Proposed Length: = 600 GPD 0.8 gpd/ft' 750 sq. ft required shallow trench (5 -wide) 11.0 ft 4.0 ft 750sq.ft/5ft*0.5 = 75ft 2x38ft Sewer Upgrade Permit Application for Tanaina Hills Lot 2 Watkins Engineering, Inc.; June 4, 2004, page 2 The current septic tank will be abandoned in place. The crib will be retained, and we Propose to document the existing drainfield and retain it for future use. Documentation of the trench will include the following: 1. Inspect the condition of the trench by digging down to the top of the sewer rock (at about 3 ft from the surface). Determine the depth and ensure that there is a fabric barrier between the rock and the backfill material. Determine the length of the trench by exposing the west end. 2. Dig a test hole within 30 ft of the trench to a depth 6 ft below the bottom (17 ft). Log the soils and perform a percolation test, to confirm that the trench is properly sized for actual conditions. Monitor groundwater for 7 days. 3. Prepare an as -built drawing of the trench. If the trench does not meet code requirements, it will be abandoned in place. There are no surface waters or private wells within 100 ft of the proposed septic system. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy.EIIis, P.E. Tanaina Hills Lot 2 Proposed Septic Upgrade - Site Plan- C, OF A 4 David & Polly Spindle Watkins Engineering, Inc. Parcel ID: 011-051-03 49 TH* yJ Cindy W. Ellis, RE June 4, 2004 Scale 1" = 100' P.O. Box 110443 Anchorage, AK 99511-0443 Phone: (907) 349-1851 Fax: (907) 349-1934 ... CIND W. ELLIS C - 10577 • . (n \ WELL o W m I N ` \ V O V 4 BR House 1 Lot 3 Well \ I CO o , 00 ft well radius ~� \ Install 1250 slope ga_ steel 7 -10% 30 ft TH s(ptic tai radius DVS DV TH c FS / o i i i 77C\ 96 DESIGN DETAILS: (2) 5 -wide trenches 4 ft effective depth 38 ft long Max depth 11 ft Tanaina Hills, Lot 2 Proposed Septic Upgrade David & Polly Spindle Parcel ID: 011-051-03 Cindy W. Ellis, P.E. May 20, 2004 Scale 1 inch = 30 ft Lot 2 Existing septic tank to be abandoned in place. i DCO Seepage Pit - to be retained. 0 Tanaina Drive 75.00 Watkins Engineering, Inc. P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 Existing Trench appears to be 7.6 ft effective. To be documented o and retained. 15 ft MT setback Tanaina Drive 75.00 Watkins Engineering, Inc. P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 10 W. Ellis CE -10577 D N Im N N N / 10 W. Ellis CE -10577 TH #1 May 19, 2004 Ground level -0.5-4� Organics ML SM/SP -5.5 ::::L:::j7Perc Interval 5.5 - 6.0 ft -6.0 Result 9.6 min/inch -18.0 Maximum Depth No water found. Bottom of Hole Tanaina Hills, Lot 2 Proposed Septic Upgrade - Profile View David & Polly Spindle Parcel ID: 011-051-03 Trench profile Filter Fabric -3.5 — 4.0 4.. pipe Sewer Rock 4 'effective depth 8.0 5� DESIGN DETAILS 4 BR x 150 gpd/BR = 600 gpd Application Rate 0.8 gpd/ft2 600 gpd / (0.8 gpd/ft2) = 750 ft2 Reduction Factor = 0.50 750 ft2 / 5'x 0.5 = 75 ft (2) trenches x 38 ft long Cindy W. Ellis, P.E. Watkins Engineering, Inc. June 4, 2004 P.O. Box 110443 Not to Scale Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 o ��..OF A4 4� �.. .v.' '..:.49 T HW, .CIND W. ELLIS C6 , •: x G 77 77 ��Q.� es stono�_o Municipality of Anchorage W c NEE 's E Development Services Department .'S Building Safety Division .*•• 4. g �•1° •' 9� On -Site Water and Wastewater Program T . 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 r www.muni.org/onsite ?.. a '* ............. (907)343-7904 dyW. Ellis:•��" CE - 10577 Soils Log - Percolation Test'' Performed For: David & Polly Spindle Date Performed: 5/19 Legal Description: Teraina Hills, Lot 2 Township, Range, Section: Depth (Feet) 61'0A MC, 1- 6,5 M/I z 2,6 4- 5- S 6- FQrc. WAS GROUND WATER ENCOUNTERED? NO s IF YES, AT WHAT DEPTH? -- L Depth to Water After o Monitoring? NONE P E Date: 5-26-04 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 1 5/19/04 17:48 0 6 16- 2 18:18 30 2.5 3.5 17- 3 18:21 0 6 1 6,0 t61k 4 18:51 30 2.875 3.125 19- 5 18:52 0 6 - 20- 6 19:22 30 2.875 3.125 PERCOLATION RATE 9.6 (minote.Anc) PERC HOLE DIAMETER 6 COMMENTS 4 hr presoak prior to test. TEST RUN BETWEEN 5.5 FT AND 6.0 FT PERFORMED BY: Bart Stewart I Cindy W. EIAs, P.E. PERFORMED IN ACCORDANCE WITH ALL STATE AND THATDATE:IS TEST WAS MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. GAABHOI GI TER ANCHORAGE AREA BOROL '7 DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ,,;/,�/f%✓ /�/1��'�.� MAILING l//Y/Ol✓h/i NAME Y-- — —_ADDRESS-2�1 �=='- i''` . /iy�i, PHONE'--/f� /}/--:/=_ .�`f'-=mac- /��i„i ��!/. • — LOCATION -LEGAL DESCRIPTION — --- -- — /,�/✓,%/;/� /`//�:i ; ice, SEPTIC TANK: DISTANCE FROM WELL --I J _MATERIAL �f/i"/. NUMBAa OF .-� COMP ARTMENTS --�--' `{ LIQUID CAPACITY__ZZ GALLONS. INSIDE LENGTH c✓__INSIDE WIDTH cam- DEPTH -`— - SEEPAGE SYSTEM: SEEPAGE PIT NUMBER OF PITS / .OUTSIDE DIAMETER i/ OR WIDTH__-�� ,LENGTH `-'/ ,DEPTH / LINING MATERIAL �r �'�l✓i �s �f /�� — --_ . DISTANCE FROM WELL - � ._ BUILDING FOUNDATION-, /_�. NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) �� SQ. FT. TILE DRAIN FIELD: j TOTAL LENGTH DISTANCE FROM WELL TION_ , NET LOT LINE OF LINES , NUMBER OF LINES DISTANCE BETWEEN LINES TREN �H WIDTH IN. TOTAL EFFECTIVE ABSORPTIO EA__--. SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE_ DEPTH OF FILTER MATERIAL BENEATH TILE _IN. ABOVE TILE WELL: DISTANCE FROM TYPE DEPTH ��'-�� WATER �`��-� , BUILDING FOUNDATION._ -� T✓G ✓yi rj - _SAMPLE NEAREST NEAREST / _ SEPTIC cg,�� SEEPAGE LOT LINE iZ' SEWER LINE :f � , TANK "--� ,SYSTEM—_ �T OTHER CESSPOOL � OTHER DIAGRAM OF SYSTEM DISTANCES: DATE i�1?1_.i�x.,.�:+•�%., v '' xN I ry l `j \y\ `A L DATE i�1?1_.i�x.,.�:+•�%., v '' GREATER ANCHORAGE AREA BORv UGH �'//J �•�// DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3500 TUDOR ROAD POUCH 6-650 ANCHORAGE, ALASKA 99502 TELEPHONE 279.8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT i{I " (� MAILING ADDRESS �Ol [J Cy - PHONE INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED a SEEPAGE PIT DRAIN FIELD OTHER FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS —�F NOTE: 'LH IS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE{p SUBJECT TO PROSECUTION. SEPTIC TANK SIZE ��TYPE L• Vl Cdy (i}.(.� SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK 7 / FOUNDATION TO SEEPAGE PIT '?0 BO DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL / 5 / 0 SEPTIC TANK 5- SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD QSEEPAGE PIT j0U' ALSO CONSIDER AREA WELLS. SEEPAGE PIT / SEPTIC TANK. t� . SEEPAGE PIT /�� DRAIN FIELD 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. J�-4'z (� HEALTH AUTHORITY OR LICENSED DESIGNER I CERTIF HAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2868 AND THAT THE ABOVE DESCR E SY EM IS IN ACCORDANCE WITH SAID CODE. DATA �I � APPLICANT'S SIGNATURE GREATER ANCHORAGE AREA BOROUGH HEALTIi DEPARTMENT 327 EAGLE STREET ANCHORAGE, ALASXA 99501 Per:-or-mcd For 7/A)c��i7 ( Co)/I% ' .,•, Date Performed Lefa.l Description: �ot .'-jBlock I Subdivision10�x.a�x� This Form Reports a. Spas Log T— Percolation Dcpth :ecc Soil Characteristics V � 3 4 •k j J --j J- f e su, i t 5 13j GnIJ Pcr�E•e%S �rr:ue% 1,we S�rc%tur 6j• 8 � �tc/(s% ��.��•n/!l��s' c;�rro,r1/r✓•u CASE N est Location Sketch J Was Ground Water Encountered? If }'es, At What Depth_ ir'/'�i_ ��-_�—•,•�� r :nsrailataon: Seepage Pit_ :� Drain Field 1.2Depth Of inlet Depth 'Po Ii'ottom Of Pit Or Trench C01!YEN':S: ice,_ ..-. _ ..,..._." Test Performed By., Data Certified By. Date:` � 4 •k j J --j J- Z J, - i t J Was Ground Water Encountered? If }'es, At What Depth_ ir'/'�i_ ��-_�—•,•�� r :nsrailataon: Seepage Pit_ :� Drain Field 1.2Depth Of inlet Depth 'Po Ii'ottom Of Pit Or Trench C01!YEN':S: ice,_ ..-. _ ..,..._." Test Performed By., Data Certified By. Date:` APPLF Ni FILLS OUT UPPER HA` ONLY Time Property r p y Owner 4bh n Nex I>C Time Phone, Date Mailing Address yI i) L� (/r�A �'v-� -� . + ' �•-.� Zip Code Date v ,_ - ' - Inspector Inspector Buyer l.. (-izJ()0�>i�(Qi 1y `cnLy.� Inspector F`ieldd Net.. \ Cv (� -S Address -I) ( ojjec ,( j Zip Code (' -`�j!J '�") Of ANCHO�G� Lending Institution I\� ( i� �f_(,) I\� t ��gV(' Phone � Address r�`` N�. �. � � Y y((� ll C_ �). Zip Code (I� -;n /VIZ Realty Realty Co. & Agent .1 _71 ,P �..+_� �. l_..'f Z' Phone Address d.i �� / �� I�V ' `�- 5 .� IBJ � � C� Zip Code ( % APPROVED BEDROOMS Legal Description I -�- )_ i�', ti,1(1... I..� Y `•� �� cuv) ( ) DISAPPROVED Street Location (Cr,ll1 aVyv ( ) CONDITIONAL APPROVAL' Type of Residence _ BY -A Single Family Multiple Family No. Bedrooms Soils Rating Date Sewer Installed _. of Well Log Received Septic Tank Size V n ❑ Other Well to Tank C S ' Water Supply ATTACH WELL LOG. A well log is required for all wells drilled since June 7975. *individual *individual For wells drilled prior to that date, give well depth (attach log it available). ❑ Public Utility Sewer Disposal '� r i i Installed: / � / Individual Year Individual ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 1.OIT Time Time Time ((� Time Date Date Date Date v ,_ - ' - Inspector Inspector Inspect1or'� Inspector F`ieldd Net.. \ Cv (� -S Of ANCHO�G� Cl�ti-)� ��— MUNICIPALITY CEPL OF AL PROTECFION � ENVIRONt�LNT /VIZ 1;4i i ( % APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE _ BY -A Soils Rating Date Sewer Installed Well To Absorption Area !/s Well Log Received Septic Tank Size V n .'7/ Well to Tank C S ' 71.023 parr, Als CHEMICAL & GI LOGICAL LABORATORIES 7 ALASKA, INC, TELEPHONE (907) 562.2343 ANCHORAGE INDUSTRIAL CENTER �. 5633 B Street AkDrinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY WATER SYSTEM: I.D. NO. Water System Name Mailing Address City State SAMPLE DATE: U Lo J FTM/ Mo. Day Year SAMPLE TYPE Phone No. Zip Code O' Routine ❑ Check Sample (for routine sample with lab ref. no. ❑ Treated Water ❑ Special Purpose ❑ Untreated Water SAMPLE Time Collected NO. LOCATION Collected By lf^' 2 31 1 4 5 READ INSTRUCTIONS BEFORE Analysis shows this Water SAMPLE to be: ,,_(( t_I'Satisfactory ❑ Unsatisfactory , ❑ Sample too long in'transit: sample should _ _...ihbt. be -over 48' -hours old at. examination to indicate reliable results. Please send new sample. r Date Received Time Received Analytical Method: ❑ Fermentation Tube 1,L]. Membrane Filter Lab Ref No. Result' Analyst / I i � � �1m i i m m *Noof colonies/100 ml. or No. of Posilivo portions. 06-1220 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1978 Data Collected Source a.m. EMB Broth 24 hours: Broth 4a hours: COLLECTING SAMPLE Multiple TubeRmorl: 10ml Tubes Poutiva/Tolal 10ml Portions Membrane Filter. Direct Count Coliform/loom) Verification: LTB BGB Final Membrane Filter ResultColiform/10om1 Reported BY / % ! -- Data / %v \,r / Thr f t r a.m. p.m. 6-62- - 7X7' STANLEY BRUST & ASSOCIATES Engineers - Planners - .S•nrrerors ,f_ Anchorage, Alaska 99507 LEGAL DESCRIPTION: LOT .__, BLOCK--.--..-, 7910 PERFORMED FOR: PHONE NO SECTION PT I C SYS -1 E Ms ADEQUACY REPORT Jos N0. DATE Or REPORT DATE OF TEST /moo pM ai�� 'SLS �ve�Iv:sloN T N R_._—'A S.M. , ALASKA FEOUE'TE_D EY: `4 . G/ o TYPE OF SYSTEM Ems/ SEPTIC TANK - SIZE _/_O /5� /. ._ C -LI LO/NS / f^� CRIB OR SEEPAGE PIT CY6Gt b��L' Gh•d-.,,��0"'�'L� l�f+� ��dsrC Lc- G/ LEACH FIELD NUMBER OF BEDROOMS OYES E SEPT IC TANK WAS PUMPED NO 1.. 5 NOTES B OBSERVATIONS: _-.__------- -74 (f?rte _--ke_- TEST PERFORMED BY:4�1/7/11/- Ri-PORT PFiLPl.y.EO Ai-FhOVED BY: _. STANLEYBRt ' �T & ASSOCEATLI( -Aur;,ior� Ade(juacv Test Lc, JOE Legal Description No of Bedrooms 'rep ?reject No./) ---._.._.---Date--- TimeT evel I Reading- Remarks septic tank q7') ------------------ 01 Z Parcel I.D. 011-051-03 �Iqo Et SEP 2 0 2016 Municipality o6f Anchor' e On -Site Water and Wastewater Progra (907) 343-7904 ......... . Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Complete legal description Tanaina -Hills, Lot 2 Location (site address) 6800 Tanaina Drive E xpiration Date: I -q-17 Current Property owner(s) Adams, Peter Day phone Mailing address 6800 Tanaina Dr. Anchorage, AK 99502 Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (wfwoADU) Duplex Multiple Dwellings (Single Family and/or Duplo_4 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well El Individual F] Individual Water Storage El Holding Tank Community Class well El Community Public Water System El Public Sewer WaiverNariance request Received by: Date: COSA to be released to the engineer, unless otherMise requested by the engineer. COSA Fee $ 5�2& Date of Payment V2111t, - Receipt Number 02 COSA# 0,!�Ulolqv Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT% SPE9.FIQNBYJ=-NGINEER As certifled by my sea[ affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the CerUficate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply andlor 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, I 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 fall 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 StevenR Pannone .6. DSD SIGNATURE _-4/i System #1 Approved for bedrooms Date 9/17/2016 ()F Pit ,WC0 CE -8149 System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the following stipulations: ,�1 By: Cl— L__e�o 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 6 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 engineers work. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSAblueshftLE - !.t c If more than I septic system is on the lot: COSA GheQkJist#-L_of Structure served by this system I Certificate of On -Site Systems Aoproval Checklist Legal Description: Tanaina Hills, Lot 2 Parcel ID: 0 11 -G51-03 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (Y/N)-Y.'., t0o Date completed Before 1971 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Unknown Unknm6 Total depth ft. Cased to ft. Casing -height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Unknown 9/12/2016 Static water level Unknown 116 Well production Unknown 9 -p -m- 4.6+ g.p.m. WATER SAMPLE RESULTS-. Coliform colonies/100 mL Nitrate A0 mg/1- Arsenic 5�� ug/L Date of sam pie: 9/12/20 16 Collected by: PES B. SEPTICIHOLDING TANK DATA Tank Tyoe/Matarlal Septic/Steel. Date installed 7/26/2004 Tank size- 1 j250 _2 Y gal. Number of Compartments — Cleanouts (Y/NY Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N). N Date of pumping 9/13/2016 Pumper A+ Home Services C. ABSORkION FIELD DATA Date installed 7/26/2004 Soil rating (g.p.d.lfl:2 or ft2lbdrm) 0.8 GPP/SF System,type ShallowTrench Length 38/38 ft. W . idth 5/5 4.25/4.G ft. Gravel below pipe ft. 116/72 Y Total depth 7 ft. Eff. absorption area 760 ft2 Monitoring tube Depression over field Date of adequacy 9/12/2016 all) Pass 4 tes, — Results (Pass/F For — bedrooms Fluid depth]n absorption 'field before - test 52/0 in. Water added 633 gal, New depth 82/5 in. Elapsed Time: 365 min. Final fluid depth 64/0 in. Absorption rate >= 600+ g-p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes' give date .7. D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off"Ievel at -in. High water alarm level at' ... in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Se ptic tank/lift station on lot 96 On adjacent lots 1-00+ Absorption field on lot 100+ On adjacent lots 100+ Public Sewer main 75+ Public sewer manhole/cleanout 100+ Sewer /septic service line 25+ Holdingtank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 1 00+ SEPTIUHOLDING TANKON LOT TO: Buildingfoundatian 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10 + Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 1 U+ Water Servi8e line 10+ Surface water 100+ Driveway, parkingtvehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS Survey on Me. *Waiver on File WR86-157 G. ENGINEER'S CERTIFICATION I certffy that I have determined through field inspections and review of Municipal records that. the above systems are in conformance with MOA COSA guidelines in effect on thi . s date. Engineer's Printed Name Steven Pannone. Date 9/15/201'6 CE 8149.. COSA canary sheet-2-6-15.doc Pannone Engineering ServiceS LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@i)anengak.com 3 October 2016 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Tanaina Hills S/D Lot 2 COSA OSC 161428 Response to Comments To whom it may Concern; A+ Home Services repaired the septic system on the above referenced property on October 3, 2016. They exposed the underground flow splitter and found that the line to the upper trench had reverse grade. The line between the tank outlet and flow splitter was lifted to make positive drainage possible to the upper field from the flow splitter to the field. Currently both trenches have positive drainage towards them. The flow to the lower saturated field has been cut off so it has a chance to recover. Even distribution will be started after a period of three months. It is my opinion that this system is operating adequately for a four-bedroom system. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Pannone Engineering ServiceS LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 28 September 2016 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Tanaina Hills S/D Lot 2 COSA OSC 161428 Response to Comments To whom it may Concern; I am writing in response to your comments dated September 26, 2016 concerning the above referenced lot, specifically addressing comments 3 and 4. These comments are concerning the condition of one of the two fields that comprise the soil absorption system. There are two fields that comprise the soil absorption system for the 2004 system, which we tested. The lower field was saturated when we arrived on property. The upper field was dry. Water was added to the double clean-out to determine how the field operated under normal use. The water levels in the lower field rose 30 inches with the induction of approximately 100 gallons, while the upper field stayed dry. The test was paused at that point and continued with the water being introduced directly into the upper field. 533 gallons were introduced into the upper field, which rose the water levelsfive inches. The water levels returned to the starting levels within 365 minutes. ThE conclusion is that the lower field is in failure,while the upper field is working adequately for a four bedroom house. The effluent is not splitting evenly between the two fields. The entire system is approximately 50% used. Of note is that there is an approved four bedroom system lying dormant adjacent to this soil absorption system and connected via a diverter valve. It is my opinion that this system is operating adequate for a four bedroom system. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 011-051-03 HAA Expiration Date: _jj 4Wojt-f4 1. GENERAL INFORMATION Complete legal description Tanaina Hills Lot 2 Location (site address or directions) 6800 Tanaina Drive, Anchorage Current Property owner(s) David Spindle Day phone Mailing address Lending agency Day phone Mailing address Real Estate Agent Beth Simpson Day phone 727-2384 Mailing Address 3111 C Street, Suite 100, Anchorage, AK 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER -OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well El Individual On-site Individual Water Storage El Individual Holding tank Community Class Well F-1 Community On-site El Public Water System F-1 Public Sewer 13 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 sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 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 Watkins Engineering, Inc. Phone 349-1851 Address P.O. Box 110443, Anchorage, AK 99511-0443 Engineer's Printed Name Cindy W. Ellis 5. DSD SIGNATURE —Z Approved for __q_ bedrooms. Disapproved. Date r- Z-4-- 64 W. Ems 10577 Conditional approval for _ bedrooms, with the following stipulations: Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By: lz�l 'k I !:�, Original Certificate Date: 'R/,216/04 (Re�. 01M) age e nt" 7�r L)THORfTY'APPROVAL CHECKLI$T he- ig'h-t (6-bo'Vie"' &'b'U"n"d) 12 in. 4 EM "mix -" M oikw @ 9 -P.M. ME- WA 31t, "�IIIW""Ift'--� U er a4m+ "tria colonies/100 mi. 5 'y Ma- .30� Y: -'Date insf6fl6d -7-26-04 �ftaw� No a umb,er,lof-C-6mOrtrIftents 2 0666'66t� I 1� W ' & n rn ep'ress oil Dver wa e=raarm "M i n. nra.e�>=— 9 -p -d - De 11 vpq -flivp, Af;-. Patidn"Feltmaent r5as MO. ze in gallons ump oTr—rev;,,�, �Hig�hwater alarm level at e�fs�`aT�ar�ia circuit �requireme�- 6 1 s I t e I s I V . a d 06 adjacent fo "On adjacent lots 6N LOT70: 0+ �""Abs&ption Property line i nn+ -Ysterns are in �ffect on this date. lot) Waiver Fee $ Date of Payment 6*35- Receipt Number 2 0 — T W. Ellis Mqq;;�10411- -�W� 08-.05-04 02:29PM FROM -CUE ES1, SGS ENV SERVICES J C%^ V SGS ReL# 1044652001 Client Name Watkins Engineering Project Name/# Tanaina Hft Lot 2 Client Sample ID Tanaina Hills Lot 2 Matrix Drinking Water PWSID 0 Sample Remmurb: 90756T5391 T-468 P.02/03 F-766 All Dates/Times are Alaska Standard Time Printed Date/Time 09/04/2W 13:13 Collected Dsite/Time 07/30/2004 13:35 Received batwTime 07/30/2OD4 13:50 Technical Director Step C. Ede Released 4 Parramet" Results PQL units Method Container ID Allowable Prep Armlsis Limits Date Date Init Waters Department Nitrate -N 0.10OU Microbiology Laboratory Total Coliform 0 0,100 mg/L F -PA 300,0 B (<-- 10) 07/30/04 JJl col/100ml. SM2092228 A (<--l) 07/30/04 DK( S 0005'3E3"E 1 51 .00' ---DRIVE m jo