HomeMy WebLinkAboutTIMBERLUX #2 BLK I LT 8Municipality of Anchorage Page __J_ of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 9 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: '-mow 9 e' o 38 S PID Number: 018 " Z71 -314 Name: JArnES 3AGKS o� Wastewater System: CKNew El Upgrade ABSORPTION FIELD'a Ap.` 130 44,Z301Aaca. qK sort Phone: c/p G1►tzc0Jtw w J. N.1. No. of Bedrooms: p Deep Trench O Shallow Trench 5KBed� Mound Rothe Itp -� 2 1 q LEGAL DESCRIPTION Soil Rating: � OAT►o#► 11W9 Total Depth;romoriginal gra�: 4.O M"i JM GPD Ft. Lot: Q Block: ..�! Subdivision: 0Z• Depth to pipe bottom fr9m o ..nal grade: I �'�" Gravel depth beneath pipe ©• Ft. V IiM661C1.V ••%� Ft. Township: �+ Range:• Section: Fill added abov origina' �tirade: Gravel length: 3 r.� t' + a2 J Ft. Ft_ WELL: M New E] Upgrade Gravel width:(O Numbe of lines: If Oismnee between lin Z.S Ft. Ft. Classification (Private, A,B,C): Total Depth: Cased To: H Total absorption area: S `O Pipe material: 1RSTM 02039 " Poc orw pp, I�% 'r 4 Ft. H Ft. SO. Ft. t O c Driller. XLP►N6 0X%%.rv.tNL Date Drill 4%Z6 q1 Static Water Level: 1'7 Ft. Installer: (dJOOD `- Date instal : 10 9 Yield: Pump Set at: Casing Height Above Ground: I A TANK I z GPM Ft. I Z Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding XS.T.E.P. To Septic Absorption Lift Holding ublic/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines Welt I©p�•!• 100 1 oO�f Material: rjTE t_. Number of Co rtments: Surface --' -- LIFT STATION Joo�� Jtb��h toot+ Line t S + 104- S4- -- '�" Size in gallons: 1 ZSO Manufacturer: Ar4c+,0r► -Mmy. 101te.X4 SysT Foundation 5t+ 1O`+- Sl+ r _ "Pump on" level at: [_-rjtAgyL_ P "Pump off" level at: Tn/A,?GO -- High water alarm at: 4e CurtaintJOtJ L Pump Make & Mode N Electrical nsp ons performed by: MOA Drain R o 0 05 Remarks: **'is A,a o.tAn-Jr BENCH MARK / OMt.FS 1i+.i•rae •Pr At SPoA.D 'F11.TGTms Location and Description: S RL -0 C)OOft 16as CE Assumed Elevation: ;t00.p E ..... .:... Inspections performed by: • �• �• L •�-lelL— Dates: is I° ' q�4 .mss 4_ • •,» 2nd !o i 98! ". A. .« Oma -� ` I , . QCs•»saw Department of Health and Human Services approval %wa.,•,�,,,•.••� Date: - `� �°►a*-�`'�' Reviewed and approved by: 72-0t3 (Rev. 9M) MOA 25 Q n r - LN 0 PERMIT NUMBER: AS-BUILT DRAWING PARCEL ID NUMBER: - 018-271-34 SW980388 A =B C I ST1 GROUNDWATER 0 9' BELOW ST2 15.3 8.2 — 21.1 13.9 GRADE IN TH#3 — 7/14/98 MH — 22.4 15.4 I I MT1 64.1 — 37.8 GROUNDWATER ® 12' BELOW GRADE IN TH 4 — 7/14 98 MT2 68.6 _ 46.7 MT31 37.3 138.5 \IMT41 43.9 1 45.8 —APPROXIMATE LOCATION OFCURTAINDUN I AIR COMPRESSOR LOCATED IN GARAGE ;. DRIVEWAY' I NEW ,WELL I 1 I ( ( / NEW 3 BDRM HOUSE ( AIR LINE ROUTED THROUGH CRAWL SPACE t 3 Q i'IG A I $ C B FCO ST1 1250 ON NES.T.E.P. TANK TH#2� m I TH#„O- I ST MH \ / CDMT Q 100' TH#4 J J I I MT2 TH#3 NEW MLESS INTERMITTENT I SAND FIOLTER SYSTEM (SFS I LOCATION OF SURFACE WATER ALTERNATE SITE I ( ALASKA WATER AND WASTEWATER CONSULTANTS, INC. oQa4�voo 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 • • • • • •' PHONE: (907) 337-6179/FAX: (907) 338-3246 QaO� ,•'�x •.�• O • ••�O�Q LEGAL DESCRIPTION: TIMBERLUX SUBDIVISION #2, LOT 8, BLOCK I I TYPE OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE PA•• •• •"� • ••• •••••••••• Garness;' Q QA 9�s C 7953 •`ceQt1O PREPARED FOR: PHONE NUMBER: CAREEN MUIR W/ JACK WHITE R.E. 440-2899 ,• •_; d�nn uU�@redprp SCALE: PAGE: DATE: 6/24/99 DRAWN BY: A.C.G. 1 = 40 2 OF 3 fesslo4Q�� Opg4pq�go PERMIT NUMBER: PARCEL ID NUMBER: SW980388 AS -BUILT DRAWING 018-271-34 FINAL aM - 100,513 Mt (AV RAW IN5ILA110N PAW Mf OWN& GKA17E (1i151DE) - 98b - 99,1 MAX IXFIH -5.9' /7�. t 13" FFA GRAVEL 6ELOW FIFE IN= OF Pm ; : 'TI ADZ LINE - 95,77' PEE55a PIPE) PaTOM OF MONIfMN6 -' M - 97.21 PorTOM OF DEp 95,21(AVEWe) FINAL am - 98.19 NOTE: TANK WAS SET LEVEL. 5Rf] 5f2 w II 11 NSW 1250 GALLON INVER(oF eil•IG fANK Af INLEt - 93.25 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. Qa��a F 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 ©©� .-' •-• • • • • ks" LEGAL DESCRIPTION: - Q X TIMBERLUX SUBDIVISION #2, LOT 8, BLOCK 1 0 . ' • . , •.. TYPE OF WORK: PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADEe fr . A. arness,� ••• •• ........... � PREPARED FOR: PHONE NUMBER: QJ� 9�•..-. —7953. •..:1��0� CAREEN MUIR W/ JACK WHITE R.E. 440-2899 •• A� DATE: DRAWN BY: SCALE: PAGE:f e^ • • • • • • - F,� p 6/25/99 A.C.G. N.T.S. 3 OF 3 4��4404oc"�c'o F' R, X 03 5 .,. sit r�. , rv, f,,. Sr: � .: �� -i" P<' T t::` T 1.4 Q }� 3VE-cl iuJ4 gppolij :3ZOO EAST TU KOAD i ;vt'Cii i tuii; Y"?lCPa SA wit �f 1!r.l VM '71t -id NA fvi IE TZ ell 7-1 PHONE Q i 0 � _lri` ..,;,. fi�ii3iJx.�rs ei:�d.+Pi?> rif?'✓r� lth.ME f 4 r r P1f IPI�kY��''fte.,:...�FP 1.•,d,�f'(°..�". ..:............_ _ �.�.». ,,,,,,F, .�:-`�'yt ._..__ ��y'h,,,? F•J�tP¢�,r'�"y'!FL.i!'st#, 4 ��!� ,,.�-:._,,,.....,�_...M..._.�.�,,.a.,.�.,..,.»�.�.;..y. .,....�„e,..,� ....,. , -3 P.SSFNIIAL AS �9P48r rt�iPo94 %'P.� t 4.111. T�'�lT��•pI�C�TK'rr S � P 1�?'l' i:.r�dt�a�F41,. + n C't„„ti3�lti4��=1•; 3z#! 4�F�r �F3�f` t�'t:'�'P� �';� �t_s,¢�,�� _. _ ,.� ...�--..�.,..,�...,,�.,.,.,,,.t.:,�,...M.a .,.:�.,,.,..,............a __,. ii# t iw4 ? J3� 14 , ��r�� , t , / . r ''r e; r, i'rNS4, -"0R Sr-CTt*i.JY !qi AR” laG/4fIC NIASMi S+f!IJ- 170p. ni-M zt t(cit4Ji`Y From : ALP I HE DR 1 LL 907 345 C"-02 Jun. 03. 1999 09: 16 P1,1 P01 6 A Municipalul-l-rof ne' ty A noratre S Department of Health and Human Services 825 1" Street R0, Box 196650 Anchorage, Alaska 99519-6650 +Rickystrom h013:1/www.ci.anchorage.a<.us Mayor Permit Number: jjS�r, 960388 Date of issue: k -30-9q Parcel Identification Nomber., 018-271-34 Date Started: 1�2 M- Daft, ECRL—UCom�lctcd: 4-26-99 1,; well ioutcd at approved permit loea-icP0,M Wg 7 Itics Legal Description: L1M—-X—#2 alk I Q 8 Proj*rky Owner Name & Addrog: Jernes Jackson P.O. BOX92301 Anoborace Ak 99509 Borehole Borehole Data: Depth (it) Ir!, Soil Thicilless & Water Strata Prom 't'o Stick-up 0 2 Mothod of Drilling 0 ai.r rotary []cable tool Casing type: steel 1AItill Thi(�kness. M inches organics & silt 2 7 Diameter,, 6 inubes Depth: 44 fi el gravelly silt 7 18 Liner Type: 0 silt 18 24 silty gravel 24 37 Diamelpr: 0 inches Depth: 0 feet Casing stickup above ground: 2 foot -JI Static Water level (froin ground level), !.Lfccl Pumping level: 42 feet after water Sand rIi gravel 37 44 2 hours pumping 12 gpin Ree-0very Rate., 12 gpin Method of Testing: air V Well Intake Opening Type: I Z Open End r O� )an 1101C 5 Mun icipality 01 P,,,Cnotage Dept. 8ealth & ""nan Services [] Screened Star! — iW Stopped lccf CPerlloradow Start _feet Stopped_jeet. Grout Type., h M-Iondo 0 Volume: L&qg Depth: Start 0 feet Stopped ±LQ feet . Pump; Intake Depth X feet Pomp size — hp Brand Nanio, Well Disinfected Upon Completion? LK Yes F] No Method of Disinfection: CalgM Comments: Well Driller: Alpine Dfilfing & Enterprises P.O. Box 110496 Anchorage, Ak 99511 AK Zip Attention: Thedays turpropor`tV M—Iov ew fl%0 mr.1 I W11-4 11 nrrIv;A. � IwIll Inn to i fj,+ TUni of I I poldl Rr Pmyl qn OQ rruiorn, lullhl,) An A qwv (If 1-111,11101 ; (VI Alaska ♦ Wastewater Consultants, 6901 Debarr Road, Suite 2- — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers June 25, 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 JUNI `5 1999 Mut-—norage Dept ; ,; ;.,;,,, ;1 lumtin Services Subject: Septic System As -built Documentation for Timberlux #2, Lot 8, Bk I To whom it may concern: The subject septic system was installed by Wood and Sons Excavating and inspected by Jim Williams, P.E., a former employee of Alaska Water & Wastewater Consultants, Inc. It recently came to our attention, when attempting to prepare as -built drawings of the septic system, that Mr. Williams field notes were not in the file. The following information was obtained directly by recent field measurements: • Bottom of the septic tank elevation was used to re-establish the STEP tank inlet invert. • The top of sand elevation was shot directly throuth the ISF bed monitoring tubes. • The original grade shots were taken by shooting the existing ground elevations off the end of the mounded final grades over the ISF. Shots were taken along the high (uphill) side of the bed. I contacted Mr. Williams via telephone (Dillingham, Alaska) and he conveyed to me the following: • The total depth of the excavation was a maximum of 4 feet below grade. • Six inches of sand was placed on the bottom of the excavation and the air line installed. • Eighteen (18) inches of sand was placed over the air line, making the total depth of sand a minimum of 2 feet. • The STEP tank was set level. Based upon my conversations with Jim Williams, P.E., the excavator (Wood & Sons), and my post construction field measurements, I attest that the system was installed in compliance with the permitted design. If you have any questions, please contact me at 337-6179. M.S. 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 0\x % Initial Date Issued: Sep 30, 1998 ' Expiration Date: Sep 30, 1999 t Permit Number: SW980388 Parcel ID: 018-271-34 Legal Description: TIMBERLUX #2 BLK I LT 8 Design Engineer: 0041 AK Water & Wastewater Consulta Site Address: 015301 LONGBOW DR Owner Name: JAMES JACKSON Lot Size: 39814 SQ. FT. Owner Address: P.O. BOX 92301 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99509 - This permit is for the construction of: ❑✓ 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. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN ALTERNATIVE INTERMITTENT DOSING SAND FILTER WASTEWATER DISPOSAL SYSTEM. THE ATTACHED PROPERTY OWNER MAINTENANCE AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. Received By:r °� ❑ Z/�" �� L ❑�❑ Issued By: d--� (It"' ) Date: � � Date: f `-3 ( 1 A' laska Water & Wastewater Consultants, Inc. 7320 East Chester H, 99504 -1 r, 338-3246 Consulting Engineers September 9, 1998 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: Proposed Well and Septic Design for Lot 8, Block I, Timberlux Subdivision #2 To whom it may concern: The referenced property is currently undeveloped. The owner is planning to construct a 3 bedroom house on the site. Comments regarding the proposed well and septic design are summarized as follows: WELL: The proposed well is to be located in the northwest corner of the property (see design). SOILS: Four test holes were excavated and percolation tests performed. Below the organics in all the test holes was mostly a ML material. One percolation test was perfomed in test hole #1 between the depth of 3.5 feet to 4.0 feet which perked at a rate of 60 minute/inch. One percolation test was perfomed in test hole #2 between the depth of 2.5 feet to 3.0 feet which perked at a rate of 120++ minute/inch. Two percolation tests were performed in test hole #3 between the depths of 4.0 feet to 5.0 feet and 6.5 feet to 7.5 feet. The upper bench perked at a rate of 34.3 minute/inch and the lower benched perked at a rate of 22.9 minute/inch. Two percolation tests were performed in test hole #4 between the depths of 4.0 feet to 5.0 feet and 6.0 feet to 7.0 feet. The upper bench perked at a rate of 43.6 minute/inch and the lower bench was saturated during the percolation test, apparently th result of a weep (groundwater at 12 feet on 7/14/98). SEPTIC DESIGN: Due to the aforementioned soil/groundwater conditions and the limited space available, we are proposing to install a 10' x 36' bottomless intermittent dosing sand filter (ISF) around the 30 foot radius of test hole #3. If a conventional septic system was to be installed, a large mounded bed (1500 square feet) or a shallow trench (200 L.F.) would be required. Ideally, the ISF will have a longer life than a conventional system. The following is the design criteria for the primary system: a. Percolation Rate: 34.3 and 22.9 minutes/inch (for test hole #3) b. Allowable Application Rate for ISF: 2 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 ft f. Effective Depth below pressure pipes: 3+ inches g. Width: 10 feet h. Length: 36 feet. i. Effective absorption area = 360 ft2 (>225 ft2 OK) j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: per latest M.O.A. guidance. in. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We are proposing to excavate down to a depth of 4 feet (maximum), place a minimum of 2 feet of M.O.A. approved sand, and install the air supply line 18 inches below the top of the sand. On top of the sand, 6 inches of 3/8 inch pea gravel will be placed, with the pressure laterals midway in the stratum. A conventional lift station (Anchorage Tank), equipped with a programmable timer, will be utilized so that flow can be intermittently dosed to the ISF. SURFACE WATERS: There is a drainage ditch (runs continuously) to the west of the proposed septic system. The proposed ISF septic system will be installed 100'+ from the surface water. TOPOGRAPHY: The lot is generally flat in the area of the proposed septic system, in short, there are no slope concerns. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). CLOSING: Given the site restriction, We think the ISF is the most viable option for this lot, short of install a Recirculating Upflow Filter, which would be more expensive. We are open to any suggestions from your department, which would be an improvement to the proposed design. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance.' 7efirey/A. 'Gai`ns, P. President D- ---------- CUF �-!E L L iElEB'_L X LOT 6, BLOCK 1, TIN.41DERLUX S/D i,V�2 51, LOT SLOCK D, Ny"E I I RIABERLUX S/D J#2 (D WELL oT 8, al-CZK F, V, T',nIBERLUX S /D 4,,12 N, LCYT 7, BLOCK i, M CAMYXIN, DRAM 'k ?PROPOSED WELL D- ---------- CUF PROPOSED DRi *vS,,Pip ALfERi'QJE SR LOT 9, GLOCK I FIMBERLUX S/D "2 LOT 118, BLOCK 1, BE TIMRLUX S/D jff2 '_()l 1 IA, BLOCK 1, THMSERLUX S ' /0 42 —PROPOSED SEP'nC SYSIEM (SEE DESIGN, PAGE 2 OF 3) LOT 10, B -,LOCK 1, Tlt,�IbFRLUIX S/D 72 ALASKA WATER AND WASTEWATER CONSULTANTS9 MC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 ,L DESCRIM OR: TIMBERLUX SUBDIVISION #2, LOT 8, BLOCK 1, PARED FOR: PHOWE jNUMSER: CAREEN MUIR W1 JACK WHITE R.E. 440-2899 9/9/98 1 J.L.M. 1 1 = 100' 1 1 OF 3 oF A . . . . . . . . . . . e fir A. Garness: 14��'' C —7953 .......... wl-rofesslo �-!E L L iElEB'_L 0 51, LOT SLOCK D, RIABERLUX S/D J#2 (D PROPOSED DRi *vS,,Pip ALfERi'QJE SR LOT 9, GLOCK I FIMBERLUX S/D "2 LOT 118, BLOCK 1, BE TIMRLUX S/D jff2 '_()l 1 IA, BLOCK 1, THMSERLUX S ' /0 42 —PROPOSED SEP'nC SYSIEM (SEE DESIGN, PAGE 2 OF 3) LOT 10, B -,LOCK 1, Tlt,�IbFRLUIX S/D 72 ALASKA WATER AND WASTEWATER CONSULTANTS9 MC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 ,L DESCRIM OR: TIMBERLUX SUBDIVISION #2, LOT 8, BLOCK 1, PARED FOR: PHOWE jNUMSER: CAREEN MUIR W1 JACK WHITE R.E. 440-2899 9/9/98 1 J.L.M. 1 1 = 100' 1 1 OF 3 oF A . . . . . . . . . . . e fir A. Garness: 14��'' C —7953 .......... wl-rofesslo NOTES, THE AIR COMPRESSOR SHALL BE LOCATED WITHIN THE UTILITY ROOM OR THE GARAGE. THE CONTRACTOR SMALL PROVIDE A 0-10 PST PRESSURE GAUGE AT A LOCATION WHICH IS READILY ACCESSIBLE FROM WITHIN THE HOUSE. NOTE, A 30 PSI GAUGE VILL NOT WORK. THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTIES MODEL 5070, AS SUPPLIED BY ANCHORAGE TAM. THE AIR LINE SHALL BE 1/2 INCH DIA. HDPE (1 PIECE), INSULATED WITH 1/2 INCH FOAM PIPE WRAP M3 VALUE), INSIDE A 2 INCH SCK40 PVC JACKET. THE LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET, THE CONTROL PANEL FOR THE STEP TANK SHALL BE INSTALLED WITH A AUDIBLE/VISUAL INDICATOR WITHIN THE UTILITY ROM OR GARAGE. PROFIOSED I�OLDIN`G TANK---� .r AP0XIM­,VfE LlX'ALl()N OF CURTIA1`4 DRAIN PR PROPOSED IDRIVEMIAY m NO, Tc THE CON'HRACIOR IS RESPOSOLE FOR HYNVINIG Tirl-EE SOUTH PROPERTY UNE ADJACEilf'- TO '11HE SEPT)C UPGRADE AREA AND THE 10 V SE -1 -BACK FROM THE CREEK/sU05AGE WATER 'EB r'LAGf I " D Y A REGISTERED 1_04 0 S':RAE`:' F> PRIOR, TO COIN'SiRUCTION. PROPOSED 3 B D R M HOUSE FCO %C® CC AIR LRlILL--­' (SEE NOT H 0'2 Fi —PROPOSED 1250 GALLON S.T.E.P. SYS -TEM 25 iNCH HDPE LIKE SL )`PED Slf-. K I C, LIFT TiP'�i� WHICH ATIOIN FOR DRAINAGE OF LINE. NO V � LOW SNILL ALLOW V,ATER TO COLLEH ALL CON NECTIONS SHALL aE STEEL %NiTH ,,nESS'; S-11EEL *�1'6SE GLAMIPS." BANDS. NO ALTERNATE SITE rH�54 L- — — — — — — k—PROPOSED 80"CrOMLESS IiNTr_RMflFfA,,NT DOSIIA'G ?A.};'SANID FILTrP (ISIF" EXCAVATE 4� DEEP(�,INL!ii"BY 10 WiDE BY 36' LONG.' AIDID 2'IMINIOMUM) OF NCO,A APPROVE", SAiZ FU'iER ANID AND ,'EA ill 3 lNrHE� OF PEA GRAMEL ABOVE BELOW PIPE. (C -EE UE_­TA-ll_/PPn_FII_E, PAGE 3 OF 31 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 AL DECRI PTIOi,I: TIMBERLUX SUBDIVISION #2, LOT 8, BLOCK 1, E 0,- WORK: DESIGN OF SEPTIC SYSTEM UPGRADE (ISF) EPARED FOR: PHONE NUMBER] CAREEN MUIR W1 JACK WHITE R.E. 44( J.L.M. 1 1= 40' 1 2 OF 3 of A fAp 1 Ie` ° ojL qqfvp PA -r,' t i i F �'"3 s i < ` t g-- ! -. �"�.,! U ✓ is .�.�. YWP i 19 s. {.n b ,l Yp Rd'L .%� 6 is`k'� ..Sl ,✓6.r� �'`��d ln'���"�1—1 Py1�11N if 8i..$.✓4.'✓ 4.r�C 1i v,: �_ M1\ s i ! A, 9i Vi', 5 3 i Aho ;r _. �.�t PIY1 A0 k r `0sQ; - G < EstC # 511`''!f°14�ii PLAN 1E,.Awf 3F",.: � F; 511}x{-......... �3 ;L1vr'; ; L g IE e' h'L ` i-( ' � 1t N1IIS k.11i 010ilT011 Flpl" 55tll'' t �. .' I L•':4rY �+" 1 �":��il... ,5.✓rl 'r"�✓' 1}v`V�`:e 1 1 E13 f€ 51" r'ii `oll"! INC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE. AK. 98504 PHONE: (807) 337-617$ J FAX: (807) 338-3248 ��" \ .•", .e e Oajj� LEGAL DE` c.RI 'Ftt`N; TIMBERLUX SUBDIVSIQN 28 LOT 89 BLOCK Ig t� /fosv •. .,� .v es sesm•e e� iYP O WORK: YY 1 BOTTOMLESS SNCL FILTER (ISF) DETAIL. ... �-' k ;',F C.L} FOR: t'i?:.7 if i.. NUMBER:�A•,� •f"f e •A .. esss: � WHITE R.E. 440-2899, -7953 GREEN UIR % JACK q •., � ,. �,�, DAT l tv : SCALE. PAGE: � �p� ° ^ ...... • ° � 9/9/98 J.L.. N.T.S. OF lel`" _ _.__.1, t11 iAa«. INC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE. AK. 98504 PHONE: (807) 337-617$ J FAX: (807) 338-3248 ��" \ .•", .e e Oajj� LEGAL DE` c.RI 'Ftt`N; TIMBERLUX SUBDIVSIQN 28 LOT 89 BLOCK Ig t� /fosv •. .,� .v es sesm•e e� iYP O WORK: YY 1 BOTTOMLESS SNCL FILTER (ISF) DETAIL. ... �-' k ;',F C.L} FOR: t'i?:.7 if i.. NUMBER:�A•,� •f"f e •A .. esss: � WHITE R.E. 440-2899, -7953 GREEN UIR % JACK q •., � ,. �,�, DAT l tv : SCALE. PAGE: � �p� ° ^ ...... • ° � 9/9/98 J.L.. N.T.S. OF lel`" ALASKA WATER & WASTEWATER CONSULTANTS2 7320 E. CHESTER HTS. CIRCLE * ANCHORAGE, AK. 99504 PHONE (907) 337-6179 * FAX (907) 338-3246 [-SOIL LOG - PERCOLATION TE-S7T LEGAL DESCRIPTION: |/muEwuuX Suumv/u/um PERFORMED FOR: CAREEN MU|R DATE PERFORMED: 6/25/98 DEPT TEST HOLE #1 (feet) [lRG OL1 2SOIL WELL US NET TIME CLASSIFICATIONS NET DROP MLGW (MINUTES) READING (INCHES)_ 6/25/98 TEST HOIJ-- SILT W/ SOME SM3— ry PRIOR TO TESTING ORG o POCKETS W/ LITTLE LOCATION OF GP OUTFALL ML TO NO GRAVEL h 111611 GM CL 4— (SOME SIDEWALL OLGC Hiffli SMEARING)SW MH 5SP D 7 DEPTH TO DATEGROUNDWATER 8SEEPS @ 6/25/98 ML 9BECOMING DENSER 7' 7/3/98 � � 1D—�|\\|i|xRATED U|\!|||U~/ DEPTH |�P[R�EABLE 7/14/98 11 12 13 14 15 18 17 18 BELOW 7') DATE WELL US NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES)_ 6/25/98 TEST HOIJ-- WAS PRESOAKED ry PRIOR TO TESTING o LOCATION OF APPROX. OUTFALL PVC PIPE DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES)_ 6/25/98 TEST HOIJ-- WAS PRESOAKED 4 HOURS++ PRIOR TO TESTING 18 PERCOLATION RATE OO UN./|NCH) PERC' HOLE DIA. O (INCHES) TEST 3.5 FT' O FT' ��D 'i 2D--�-----� -------- -------- COMMENTS: � PERFOMED BY ALASKA WATER & WASTEWATER 1, , CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ALASKA WATER & WASTEWATER CONSULTANTS2 INC. � ' . ~PH�N�(907) 3�—��9-*'p�/----3�-32�6--� [-SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: |/MuEwuux Sumuw/SIum PERFORMED FOR: CAREEN WU|R DATE PERFORMED:..... DEPT vnnvTEST HOLE #2 ()RG 7 8 9 10 11 12 13 14 15 18 17 18 B.O.H.—REFUSAL DEPTH TO n GROUNDWATER CLASSIFICATIONS DRY 2SOIL LOT 8, BLOCK 1. elf TIMBERLUX 8/D #2 (MINUTES) READING (INCHES)_ 6/25/98 QI GW CD ORG 3 GP 1 11 ML GM CL 4 GC OL SW �H 5 ML �p CM DENSE ' SOME GRAVEL AND' SM OH G—�|\ | || | |(| SAND POCKETS 8C DIGGINGImMVERY HARD 7 8 9 10 11 12 13 14 15 18 17 18 B.O.H.—REFUSAL DEPTH TO n GROUNDWATER DATE DRY 6/25/98 LOT 8, BLOCK 1. elf TIMBERLUX 8/D #2 (MINUTES) DATE SITE PLAN WELL CLOCK LLJ WATER LEVEL NET DROP LOT 8, BLOCK 1. elf TIMBERLUX 8/D #2 (MINUTES) READING (INCHES)_ 6/25/98 QI 10:45 CD PERIOD LOCATION OF APPROX. DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES)_ 6/25/98 10:45 BEGIN PRESOAK PERIOD 19PERCOL/0[|ONFATE 120UN'/INCH) PERC.HOLE DIA. b (INCHES) TEST 2.5 FT. 3.0 FT. 2O--�----� PERK HOLE WAS PRESOAKED 4+ HOURS. RECOMMEND INNOVATIVE SEPTIC SYSTEM.| PERFOMED BY ALASKA WATER & WASTEWATER 1, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7320 E. CHESTER HTS. CIRCLE * ANCHORAGE, AK. 99504 [-SOIL LOG - PERCOLATION TE=ST LEGAL DESCRIPTION: TIMBERLUX SUBDIVISION #2, LOT 8. BLOCK 1. PERFORMED FOR: CAREEN MU|R DATE PERFORMED: 7/3/98 DEPT (feet)TEST H§=#3 [)RG 2 3 4 5 8 7 B g 10 11 12 13 14 15 18 17 18 M| V/ SW POCKETS SOIL CLASSIFICATIONS ORG ML CL MH CH OH GW GP GM GCOILSVV Sp 3M 8C READING (INCHES) LOT 8, BLOCK 1, TIMBERLUX §/D #2 19PERCOLATION RATE 34.3/22.9 (MIN/|NCH) PERC. HOLEDIA. TEST 4`0-5'0 �T_ 4�D 6.5-7.5 FT. 2O--�----� PERK HOLE VO4S PRESOAKED 4+ HOURS. 6 (INCHES) | PERFOMED BY ALASKA WATER & WASTEWATER 1, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: WELL TIME (MINUTES) READING (INCHES) LOT 8, BLOCK 1, TIMBERLUX §/D #2 ry CD BENCH 3 9.09 6 - DF LOCATION 0 APPROX. 19PERCOLATION RATE 34.3/22.9 (MIN/|NCH) PERC. HOLEDIA. TEST 4`0-5'0 �T_ 4�D 6.5-7.5 FT. 2O--�----� PERK HOLE VO4S PRESOAKED 4+ HOURS. 6 (INCHES) | PERFOMED BY ALASKA WATER & WASTEWATER 1, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: TIME (MINUTES) READING (INCHES) BENCH 3 9.09 6 - BENCH 3 9:04 6- 19PERCOLATION RATE 34.3/22.9 (MIN/|NCH) PERC. HOLEDIA. TEST 4`0-5'0 �T_ 4�D 6.5-7.5 FT. 2O--�----� PERK HOLE VO4S PRESOAKED 4+ HOURS. 6 (INCHES) | PERFOMED BY ALASKA WATER & WASTEWATER 1, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ALASKA WATER & WASTEWATER CONSULTANTS9 INC. 7320 E. CHESTER HT'S. CIRCI E 't ANCHORAGE, AK. 99504 PHONE (907) 337-6179 * FAX (907) 338-3246 [-SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: TIMBERLUX SUBDIVISION #2, LOT 8. BLOCK 1. PERFORMED FOR: CAREEN M0R DATE PERFORMED: / DEPTH TEST HOLE #4 O��<� 1-�----] ~'`~ 2 3 4 5 6 7 8 Q 10 SOIL CLASSIFICATIONS SITE PLAN -�Q� | �� 8:56 '~GW 5 GP ML GM CL GC OL SVV MH Sp CH SM CH SC M L W/ SOME SM POCKETS (LITTLE GRAVEL) ET DROP 11CLOCK NET TIME WATER LEVEL NDATE I READINGTIME (MINUTES) READING (INCHES) .7~4,=8. . . "~"' ' . " � SITE PLAN UPPER 2 8:56 30 5 5/16- WELL BENCH 3 8:57 LOT 81 BLOCK 1, ry 14 fTl ki- APPROX. LOCATION OF B_[}^A_ ET DROP 11CLOCK NET TIME WATER LEVEL NDATE I READINGTIME (MINUTES) READING (INCHES) .7~4,=8. . . "~"' ' . " � UPPER 2 8:56 30 5 5/16- 13 BENCH 3 8:57 6 14 B_[}^A_ 15 18 BENCH 3 8:59 6' 17 18 19 PERCOLATION RATE SATURATEI/(M|N'/|NCM) pERC.HOLE DIA. 3O--�----� TEST BETWEEN 4L0-5'0 -------- FT' ��D -------- 6.0-7.0 FT ' COMMENTS: PERK HOLE WAS PRESOAKED 4+ HOURS O (INCHES) PERFOMED BY ALASKA WATER & WASTEWATER 1, , CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: This agreement, datcd_q- 199,K, is. made between the Municipality of Anchorage Department of Health and Human Services.(DHHS) and the property owm(s) of: zo lu k -I-= is system on the subject property. The property owners agree to toe Mowing: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statem=t from a registered professional engineer. This inspection and operation statement shall verify that the engineer,has in#ected all effluent and air If,umps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. �777x_ at --No tat iz e Here ----------------------- — �J e) State of On this day of . J _ personally appeared before map I who is personally known to the whose identity I proved on the basi" of whose identity I prov4d on the bath ff rmac n of a cr i Is0 tress ness to be the signer of the above document, and he/she ack'Olielge hat he/she signed it. My commission exp 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 I.D. # 018-271 -34 HAA # `', � -1 1. GENERAL INFORMATION Complete legal description Lot 8; Block I; Timberlux Subdivision #2 Location (site address or directions) Longbow Drive �,nr-hnra gp,�_AK Property owner Jim Jackson Day phone 727-5889 Mailing address C/O Dynamic Properties 3111 "C11 St. Anchorage, AK Lending agency Day phone Mailing address Agent Careen Muir/ Dynamic Properties Day phone 440-2899 Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well XX Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 821 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 furtherverify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address Engineer's signature Alaska Water & TER & WASTEWATER lVSU,L1`i�1Al�IS Wastewater Consultants Inc. Shall be PAID $ i+ Cc; 5- or prior to, closing for the Engineering Services Provided.. 6. DHHS .SIGNATURE Approved for TH rK F_ E bedrooms. Disapproved. Conditional approval for Additional Comments By: auTlc Phone 33 % —6 / 7� Date 6 / �,3 Iq � ,3 p y-•:•cc "57 a,� �4W i;k�Sfr'�•� bedrooms, with the following stipulations: Date " The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72.025 (Rev. 1/91) Back MOA #21 U. Ut'^ 51A11UN�.` Date installed Size in gallons Public sewer main t� /P� Public sewer manhole/cleanout rJ A, Sewer /septic service line ~Z C, }f- Lift station \ f SEPARATION DISTANCES FROM SEPT|C/MGMDP4GTANK ONLOT TO: Foundation G 4- — Property line —Absorption field + Water main/service line __L9!±__Surface water/drainage 10014 Wells on adjacent lots 1 4 - SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line |U �Building foundation on \,3 Water main/service line 10 |+ / 4 Surface water | Driveway, parking/vehicle storage area f > Curtain drain VVe||a on adjacent lots loo F. ENGINEER'S CERTIFICATION Engineer's Nai. Date 12 3