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HomeMy WebLinkAboutT15N R2W SEC 25 LT 140T15N R2W Sec. 25 Lot 140 #051-312-24 Municipality of Anchorage It Page / of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: PID Number 05/- 3/2 zq Name: /%AiMf SO/if/5oN Wastewater System: ❑ New A/UJpgrade Address: 1531/ 79/Se/ 02.. Phone: /a9L-3580 I.•J• ABSORPTION FIELD No. of Bedrooms: 0 Deep Trench ,`Shallow Trench 0 Bed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: O: 6-GPD/Sq. Ft. Total Depth from original grade: Lot/ Township: /5 Ai Block: Subdivision: Depth to pipe bottom from original grade: r Ft. Gravel depth beneath pipe / Ft. Range: 2!) Section: Z Fill added above original grade: / Ft. Gravel length: 7S Ft. WELL: 0 Newg» N D Upgrade Classification (Private, A.B,C): Total Depth: Gravel SSW v,.rn 5' Ft. Number of lines: Distance between lines: id/'P Ft. Cased To: Ft. Total absorption area: 37s -so. Ft. Pipe material: al? "in 3. 3Y /0 VC Driller: to Drilled: Static Water Level: Ft. Installer: Twf.ED Date installed: 09/93 Yield: GPM Pump Set at: Ft. Casing H ight Above Ground: Ft. TANK SEPARATION DISTANCES ❑.Septic 0 Holding Z S.T.E.P. To From Septic Tank Absorption Field Lin Station Holding Public/Private Tank Sewer Lines Manufacturer: 444-4./ T.Frvgr Capacity in gallons: arc Well /60 /30 /60 Material: STe ./ Number of Compartments: Surface Water r/.4 LIFT STATION Lot Line /o' /or t re / 1/0 ' tr., ' Size in gallons: �Z$O Manufacturer: /7 )'') 4w1CM TRr✓ft /Oeel/ W Foundation 6s / 3.5" 1 65 / t/o' U "Pump on" level at: "Pump o11" level at: 440" High water alarm at: Curtain Drain Pump Make & Model 05-.T /sWO.S Elec rical Inspections performed by: Ss.eeow YL ee rf c !e^' next erat Remarks: ywav 19no,C sy.r ri sr4uortl BENCH MARK Location and Description: Top u f we// 6roc,r,e " So yray' +e r.' -r Assumed Elevation: /0".pe Ft Inspections performed by: `2e = s Department of He Ith/and H Reviewed and approved by: 72-013 (t/91) MOA 25 Dater 1st 8/93 2nd 2f' ervices appro, / Date: E . s•ase 6j `v tl♦ 1491th 1.17: I /itlova" asassaxamaadw$aea tivtl eMY4i ev® a" tome.,... !3u[tpri w # CE6736 1 4.1?" ,t° • O r.. neva*. '',Vag riO W T1 n ELL SEE SAW AVENUE TH#1 EI/E 95.3 GRND 279.42 • X 100.6 • 0 — ?NUMMI N 89°53'16 50' ROW & UTILITY EASEMENT GRND ELEV TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL PROPOSED LEACHFIELD EASEMENT EXISTING /' HOLDING TANK COWE DIRECT TO E EXITING F DATION TR NEW LEANDUT PANEL 100.6X TH*3 92.9 GRND 1-2'/. W 71 NEW 1250 G. SEPTIC TANK WITH LIFT STATION X97. SIX 97.4 1.25' HDPE EFFLUENT LINE SAMPLE COLLECTION DAS]N TH#5 94.1 GRND \ TH#2 99.7 PIPE 95.7 GRND SAND FILTER 19'X19' 671 278.99 N 89'42 20' W EkTH#4 107.4 PIPE 103.1 GRND CLEANOUT PRIVATE WELL +100' VACANT SEPTIC SYSTEM AS UILT LEGAL: LOT 140 T15N R2W SEC.25 OWNER: MIALMA JOHNSON CONTRACTOR: TWEED EXCAVATING JOB: 92-171AB DATE: 11/09/93 SCALE 1" = 60' AEAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 .:%c, OF 41L:,144, SI * :49TH ," * to i i i i 0, c LOUIS A. BUTERA j 1' CE -6736 _= 1' 1 4ina��'' 101 100 99 98 97 96 95 94 93 92 91 90 101 100 99 98 97 96 95 94 FOUNDATION i GROUND SURFACE SAND BACKFILL SAMPLE BASIN 99.9 98.2 97,2 UNDERDRA[N 4PVC@1L -97.2 97.0 96.7 PVCRIZ 1Z 100.4 101 100 99 98 97 96 95 94 93 92 91 90 LEACH FIELD 0 6' ROCK FILTER FABRIC 960 LEACH PIPE INVERT. 95.5 BOTTOM OF TRENCH = 2' 35 PSI INSULATION NOTE ASSUMED DATUM = 100.00 @ TOP OF WELL COVER GREEN PAINT SPOT 101 100 99 98 97 96 95 94 FROFH F AS LJDo u LEGAL: LOT 140 T15N R2W SEC.25 OWNER: MIALMA JOHNSON CONTRACTOR: TWEED EXCAVATING JOB: 92-171AB DATE: 11/09/93 A EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) SERVICES 694-3297 :*c,) L9 / 0-'3ccd, LOUIS A. BUTERA trot Is-fy•, '. CE -6736 ." c..? •• tt< �C Ensle *wee HangnaQeTIlgg wwll©e Louis Butera, P.E. Registered Civil Engineer April 6, 1994 John Smith, P.E. Municipality of Anchorage Dept. of Health & Human Services 825 L Street Anchorage, AK 999502 RECEIVED APR 61994 Munnc paiity of Anchorage Dept. Health & Human Services Re: Intermittent Sand Filter Project Lot 140, T14N R2W Section 25 Dear Mr. Smith: We have noticed problems with the water quantity meter that needs to be addressed as we are getting unreliable data: 1. The meter remote sensor has been jogged so that it reads a one at the extreme left. Initially this was ignored, however it appears that the digit counter is not operating properly over the entire range. We would like authorization to replace the remote meter head with the unit left over from Lot 8 Shenandoah Hills. If this doesn't work, we will ask Tweed Excavating to replace the sensor and provide us with the date and reading on the actual meter when replaced. Our services are estimated to cost $100 to swap the meters. 2. The water meter turbine has "silted up" due to poor water quality from the on-site well. In order to receive reliable data we request you authorize a change order to place a water filter in-line prior to this meter. This should be a rust/sediment type filter with bypass and shut-off capabilities and five filter replacements. Estimated cost of materials $65, installation by a contractor, $120. If you have any questions please call our office at 694-5195. Curt Holler C:\WPWIN60\WPDOCS\1994192-171A.RPT P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297 • • MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930377 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:JOHNSON MIALMA SUE OWNER ADDRESS:15321 HUSKY ST PARCEL ID:05131224 LEGAL DESCRIPTION: T15N R2W SEC 25 LT 140 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 9/21/93 EXPIRATION DATE: 9/21/94 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: DATE: ISSUED BY• DATE: • PROPERTY OWNER AGREEMENT INTERMITTENT SAND FILTER WASTEWATER DISPOSAL SYSTEM This agreement, dated FE/Mt/FRY g 1993, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of T15N R2W Section 25 Lot 140, S.M. The agreement is made for the purpose of designing, constructing and testing an intermittent sand filter on-site wastewater disposal system on the subject property. The subject property is currently served by a holding tank and the property owners desire an alternative to the holding tank system. The property owner(s) agree to the following: 1. The property owner(s) will allow DHHS and its representatives access to the subject property as required to design, construct and test the wastewater system. The property owner(s) acknowledge that the proposed wastewater system may or may not be successful and agree to indemnify, defend, save and hold the Municipality harmless from any claims, lawsuits or liability, including attorney's fees and costs, allegedly arising out of loss, damage or injury to persons or property occurring during the design, construction, test and uses of said wastewater system. 2. The property owner(s) will reimburse DHHS a total of $10,000 or 75% of the construction costs, whichever is less, for the new system if the system receives final operating approval from DHHS. Reimbursement will be made within 6 months of notification of such approval. If the property owner(s) fail to make payment as required herein they expressly agree that any remaining sum owing from due date shall bear interest at the rate of 10.5% per annum and property owner(s) shall pay actual costs, including actual attorney fees required to enforce the provisions and payments hereof. 3. If the system does not receive final operating approval from DHHS, the property owner(s) will be required to revert back to a holding tank as a means of on-site wastewater disposal within 60 days of being notified in writing to do so by DHHS. DHHS agrees to the following: 1. DHHS will initially pay for all costs associated with the permitting, design, construction and testing of the system. • ' Property Owner Agreement Intermittent Sand Filter Page 2 2. If the system does not receive final operating approval from DHHS, the system will be removed and/or abandoned in place at the discretion of DHHS. MUNICIPALITY OF ANCHORAGE RECOMMENDED BY LarryLb. Crawfor Municipal Manage_ Date: ',i3�iet3 perty Owne- ame alma S. Joh .on STATE OF ALASKA THIRD JUDICIAL DISTRICT Helen D. Beirne, Ph.D.s Director, DHHS Date• 2 -9-93 NR a Property Owner Name The foregping instrument was acknowledged before me this 8 r day of ickird.6[/A90,1 , 1993 Mialma S. Johnson Notary Public i nd aska My commission expires OFFICIAL SEAL STATE OF ALASKA KIMMETH J. IRWIN NOTARY PUBLIC My Comm. Expires: July 18, 1993 E 11 e Ira E flne e g ••r'WID2Z Louis Butera, P.E. Registered Civil Engineer July 19, 1993 John Smith, P.E. Municipality of Anchorage Dept. Health & Human Services 825 L Street Anchorage, AK 999502 Re: Lot 140, T15N R2W Sec.25 Dear Mr. Smith: RECEIVED JUL 2 0 1993 Municipality of Anchorage Dept. Health & Human Services Attached please find our final draft of the project documents for the intermittent sand filter. We understand that our plans have been reviewed by Orenco Systems and yourself and this draft incorporates those review comments. Included are soil logs, site plans, profile drawings, sand filter drawings, design calculations, special provisions to MASS, and supplemental provisions. We have not provided the pumping cycle intervals to the sand filter, but the control panel is specified to allow almost any configuration. An air pump and heat addition device have not been specified as this is still being developed at Orenco, and will have to be added at a later date. The air line will be provided under this contract to allow for quick connection of a device in the home. This can be done by a separate contract. The submitted plans call for a waiver of 75' well to septic tank/lift station from the required 100', and a waiver of 2' of required 4' to ground water table to clarified effluent discharge. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1993\92-171B.NAR P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297 i • GROUNDWATER LEVELS - LOT 140, T15N R2W SEC.25 DATE TH1 TH2 TH4 TH5 10/11/92 12'+ N/R 9.5' 9.5' 10/16/92 12'+ 72 11.T N/R 2/18/93 12'+ Frozen 11.1' Frozen 2/23/93 12'+ 8.3' 11.3' 10.3 3/18/93 12+ 10.5' 11.9' 11.0' 4/25/93 4.8' 2.2' 10.1' 3.2' 5/7/93 5.0' 2.0' 6.9' 3.6' 7/19/93 12.0' 5.9' 8.8' 8.8' 92-171 A.xls EAGLE RIVE. ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 JOB Lot 340, TS R2W, Sec. 25 SHEET NO CALCULATED BY LB CHECKED BY SCALE OF DATE 7/93 DATE Leachfield Design Calculation Soil perc.rate 27 In n/in h Absorption rate = 0.6 GPT)/ftp shallo trench 3 BR = 450 GPD = 750 square feet absorption area Reduce by 1 or...polished _e ue 375 square feet Size = 375 5 75' Bxpected high ground water table level = 6' belo g and surface Size of Drainfield Gravel Width = 5' Gravel Depth Total Depth Length 1' with 6" under 4" lateral pipe 75' air* •e• aAnee _n r4C .- .a t .80 (s * 49 I0. ninon,.li *esteas” so �S ii I' . LOUT{ h\. QUteFO e ej % CE -3736 _ o �e 0 1993\92 171B.CAL PRODUCT 204-1 (Single D00131205-1 (Palled) /A/&1c Grolon,Mass.01d11. To Order PHONE TOLL FREE 1-800-Y5-690 o '0 M O n CO O z ITh r TH111 98.3 PIPE 95.3 GRND ELL SEE SAW AVENUE 2% X 100.6 • 0 1111/111111 - 50' ROW & UTILITY EASEMENT SPOT ELEV. TEST HOLE MONITOR TUBE SEWER CLEANOUT WELL PROPOSED LEACHFIELD EASEMENT TH43 92.9 GRND EXISTING HOLDING TANK C DIRECT E EXITING DATION TH NEW LEANUUT 1-2% EW 1250 G. SEPTIC TANK WITH LIFT STATION X97.y X97.4 125' HDPE EFFLUENT LINE SAND FILTER 19'X19' SAMPLE COLLECTION BASIN LVENT UPC P.V.C. IX QUIP TH115 94.1 GRND THN2 99.7 PIPE 95.7 GRND NO KNOWN CURTAIN DRAINS 4 278.99 N 89'42'20' W X 100 E 0GRND TH3.1N4 PRIVATE WELL +100' N CI e M O Z VACANT SEPTOC SITE PLAN LEGAL: LOT 140 T15N R2W SEC.25 OWNER: MIALMA JOHNSON CONTRACTOR: N/A JOB # 92-171 DATE: 03/26/93 SCALE 1" = 60' EAGLE RIVER ENGINEERING SERVICES AP.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 �_7 to *49 TH " '* i O� c LOUIS A. BUTERA 1 j • ,,/�F 1. CE -6736 _,.Lt ihe0 • • Fear 11% X%..... %' Effluent Tram the nestle tank 3/C —2" JACKETED ARTIC insulated HDPE pipe 6' 181 10' 32' 32' _24,—.10RIFICE SHIELD 30mil PVC LINER) 00 D 1/2' DM. SCH 40 PVC TERAL WITH J 1/3" DIA. ORIFICESACED2/ O.C. —m_ii �#3 REBAR, Locate one at each corner clean-out ,..7..---------------• 0 0 3/4" DM. CLASS 200 PVC MANIFOLD / 4" Dia. 150 slotted PVC pipe — (Cut 1/4" wide slots 2-1/2' dee. and at ' 0.c. ' • 1 111111111111111111111111111111111111 1111111IIIII I I 111111111111111111111 1111111111111111 Il 01111 l l l l 1111111111111111 11111111 111111 4"DM. PVC C. • TRANS'ORT LINE 1-1/4 dia. Class TRANSITION to air difuser 200 PVC 1' (typ) 1" or 1-1/4"DIA. PVC 1300T 2"DIA. CL 200 PVC The boot flange is bonded to 30 mil. FLUSHING LINE liner. 32' 32' \ 0 \ 2" DIA. FLUSHING VALVE w/8"PVC access riser and fiberglass cover 18' t 1::- _ .. .. .. ... 2" INSULATION AROUND PERIMETER OF FILTER 2" SLOTTED PVC PIPE (cut 1/4" wide slots 4' O.C.—orient slots down to drain) 4" Dia. PVC boot (The boot Mange is bonded to 30 mil liner) Semple Basin To Drainlield ORENCO linear air difuser 8" MONITOR (TYP.) 19' x 19' SAND FILTER LEGAL: LOT 140, T15N R2W SEC.25 TOP VIEW JOB# 92-171(e) DATE: 07/19/93 SCALE: N.T.S. EAGLE RIVER ENGINEERING P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) SERVICES 694-3297 ("ar �a[`.OFAtA®91 /�E`i se. _°°s •eeak.% e61 1 • -D �ee a -*a 49TH° * �°e°w°---•-_— comae eseeae.ea.- ^ :? 0 es % • Laub A. Buten".: s$' �/ cf.' % CE -6735 f ?® 4C GRADE TO SLOPE AWAY WRAP WITH 3 X 6 MIL VISQUEEN • • FIBERGLASS LID WITH STAINLESS STEEL BOLTS. NEOPRENE GASKET AND POLYSTYRENE INSULATION(OPT) INFLUENT FROM FILTER PVC BASIN CUT TO FORM LIP 0 0 O O BED ON 1' COMPACTED NFS MATERIAL p O O 4" EFFLUENT DISCHARGE TO LEACHFIELD SAMPLE ASM DETAIL LEGAL: LOT 140, T15N R2W SEC.25 OWNER: JOHNSON CONTRACTOR: N/A JOB#92-107(c) DATE: 07/19/93 SCALE = NTS EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 Municipality oI Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: TU,Aaiss.✓ " /y%D<l LEGAL DESCRIPTION:Loi'/!'O 0/ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 DEPTH IF T &''(ENGINES SEA1j' ®t°4fl4 = � 9 b•t6estaef .tou6eo 006 aloe.. m mew.. n. !me' ..eV' ' Louis A. RuterQ Wt wee° CE -6736 c)q�o ee°eae,. '°mlas W re /FESS.' DATE PERFORMED: /d)///9 T/SN R /A/ £ ,,s -Township, Range, Section: SLOPE s • .1 - or c.„ (6 m) /3r ....,. s, //y Dews e 18 (M6 -c Dry Derase 19 20 o...'•. • 0 • o• 0 • (Gm) cre, silh/ r4^t"ly Orart( fines(. Oeore COMMENTS TEs T f/4'46 # / WAS GROUND WATER ENCOUNTERED? IVa IF YES, AT WHAT DEPTH? Oeplh to Water Alter Monitoring? dry Oatc /°l/6hz T/s& Rtw see. -z3— SITE PLAN 5 L O P E N Se e Se 04 raft /re - P4 AN Reading Date Gross Time Ne Time D pth o Water Net Drop S0AA /&/is/sa ¥4rr / rr 3:54,.— 30 .-..,, /. r- 3 %c' %t .2 [j:]° 30 n,.k,- 6r -3'/1e Y//s' 3 .. 5:53 33 ....... C'-3 '//a V/[ PERCOLATION RATE /02(minutes/inch).PERC HOLE DIAMETEIR TEST RUN BETWEEN 6 FT AND L.S FT PERFORMED BY: �o6/e 0/''e r- 5+" 5 ;rte. ";''r I �" eZ Y THAT THIS TEST WAS PERFORMED IN .7,4079 3 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825"L" Street, Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: ToANsrr✓ - /n64 LEGAL DESCRIPTION:2e,"/ e" !/SN ,Q /4/ T %opre.l ar3<.+,C L.yee 10 11 12 13 14 15 16 17 18 • O /` S.p5Township, Range, Section: T/3Al Rrw Se<. 2s SITE PLAN (Grn) Grey .f./fy S< -sky Or<re/ /sred....., ot'e.✓re 6r4re/ is Srre.e. De.+r.> w.iZ Dent,. 19 20 COMMENTS dA 7 f SLOPE WAS GROUND WATER ENCOUNTERED? YES IF YES, AT WHAT See ser<'<fe 'Level Repot DEPTH? Depth to Water Aller Monitoring? Reading Coq of 2 3 Y S Date Oats lohelf /1 ., it PERCOLATION RATE Grose Time 3 y:V 3 7off s: ss 001 s L 0 P E Se S— Ne Time 3o try,:".... 3or ,' 3D ..,.✓ 3o m..✓ e ITE Se Nn Pl D pth o Water N reit"' Ani oZ v -/v %is a' -/o9/4" '-/o'%i" J'—/0 %er a' -/o W4" Net Drop / 3/4" is/4" / a/4 " J s/4' 77 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN a FT AND 3 FT pt/p c a A PERFORMED BY: eel/! Mve r 676+'vr'er rm,j ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE' 72-008 (Rev. 4185) 6r TIFY THAT THIS TEST WAS PERFORMED IN PERFORMED FOR: • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST Jo%/./s•.✓ _ /77D4 LEGAL DESCHIPTION:L0/`/We Tis,tv R /e✓ 2 3 4- 5- 6 7 6- 0' 9- 10- 11- 12 13- 14- . 15 - 16- 17- 18- 19 - 20 - O YS 4a IC `aJ er . La j491H •...•off ,.6 cra, •lauis A. Butera s % CE -6736 ; '+ir ®t < ;•.... : ��� satal ", FESSO •,41' DATE PERFORMED: d\Ar/ r�®4 C.Y., •C•C • S, a5Township, Range, Section: SLOPE (041) are, S.)15 S4 Yd., C.rcve/ rrr ed,...-. cle,,.re 6rs.e/ f• Y•• Srv� r . De .+r //f, w.T.0 or/.rA COMMENTS rest t/u 2 E 2 WAS GROUND WATER yES ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Waler Alter MonItoring7 — Reading SOAK .2 3 1' Date /, See Sepce. Level ,erp.rf Dalt Grose Time 3e S:,/6 /SA) fa tar? S¢c. .2S SITE PLAN S L O E Se r Ne Time 3o n, 30 .r4 3, ..,,,+ e /re PERCOLATION RATE TEST RUN BETWEEN PEA' C a e PERFORMED BY: is/e /ei✓er Enos •rverrsNr ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 12.008 (Rev. 4185) N8 Se p4 Pe D pth o Water AN N 7 •3',/ y;7,y,e. (minutes/inchl PERC HOLE DIAMETER y FT AND S FT N 6 Nat Drop i'1/ie .. /o/• • WHEY THAT THIS TEST WAS PERFORMED IN 3/36/yS PERFORMED FOR: • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST TU/,NJ•r� /27D� LEGAL DESCRIPTION:10t/y0 T/SN R /1✓ 1 2- 3- 4- 5- 6- 7- 1 M ..9.6-• re/ 8- 9- 10- 11- 12- 13- 14- 15 - 16- 17- 18- 19 - 20 - COMMENTS Prie c 443 A n?" Er €4...s/ed J T 3 Ai PERFORMED BY: tea' Myer errS ;^'cr rr.vJ 1 F ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4,851 7144..% go. DATE PERFORMED: /10/1/ 7 a. S. psTownship, Range, Section: SLOPE WAS GROUND WATER Al IA ENCOUNTERED? IF VES, AT WHAT DEPTH? Depth lo Water After Monlioring? Reading .Co44H 1 a Dote pis .v,..+.A..r./S L 0 P E Dale: /6//6/72 ,. Gross Time 3 trfr y:a, :s8 T/s n7 rt NA) sec. -IF SITE PLAN Se r Ne Time 30 re.,:, 3✓ IrE sap • PI D pth o Water re. y.Y '4 4N 4' -R '%6 Y=8",p6 PERCOLATION RATE $3 (minutesllnch) PERC HOLE DIAMETER TEST RUN BETWEEN y FT AND -6- FT s. ? # e.cu/cii•.+ Teat eV..? Cy N Net Drop 9/m 9/16' 91,6" 6 re aclpallty of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: JUry^'S" - /2764 LEGAL OESCRIPTION:J0t/Wa7 T/S/V „env 1 2- 3- 4- 5- 6- 7- 8- 9- 10 - 11- 12 - 13- 14 - 15- 16- 17- 18- 19- 20 - •;"r,Prei/— O rig a.+s. 1 (cs.- -sw.) /¢s -Cc"?' N/qr+re/ 36 +� Louis A. BuTera bi • _ CE -6736 ?y + a. Coat 0+OF••MONr DATE PERFORMED: .4)& ea!". S. ?STownshlp, Range, Section: SLOPE WAS GROUND WATER 1-4ENCOUNTERED? Nv r fi•"r,hvrs/S L 0 P E Dale: IF YES, AT WHAT DEPTH? Depth to Water Oiler Monitoring? Reading sa4H a. 3 Date T/s N Rita Sec. -13.- SITE zrSITE PLAN Se .r e /re 5! Pi 4v✓ /OA 6/ga "/ It Gross Time 3 : ST p y:ai r/rSH 5!16 e— Ne Time 30 r.,,.. So H. 3e rn..> 70 on,.;r D pth o Water /'-9"/4• /,- 7 74" / - /o /'-9 /S/fit Net Drop 1* / sem. " /Y8". PERCOLATION RATE TEST RUN BETWEEN EX C4."o/ed /re;.-Sei/ ec'e e.v/e)'ir"-• COMMENTS �c.e fr TErr 4' fec/e '✓Cr. Ere; ;rye&ri. r A7 IminuteWinch) PERC HOLE DIAMETER • PERFORMED BY• FT AND a FT Teff On', 6 r" ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: 7/143 PERFORMED FOR: •Icipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION:LLt/4 0 THN -_- .qqr s'a ao: �Na s.e600.8 a DATE PERFORMED: /0,4/ /9 a. T/SN R /a✓ -S ?STownship, Range, Section: SLOPE .COMMENTS Qa �<r i /art h> /e re; //4 Lr9 w/r2 WAS GROUND WATER ENCOUNTERED? yer IF YES, AT WHAT DEPTH? Depth le Water Aller See 5y,. r.fe Ley -el .2ep.rr Dalt Is -Al APIA) see. zr SITE PLAN N Se e Se pw r41 S /re fie 4.41 S 1 O P E Reading Date Gross Time Ne Time D pth o Water Net Drop 544 it' / /6/4://oi l//o/ P^+ $o.4..+ 4, // yr" 2" 2 7-/:7y 3o .1-.3 4/= //%rr4. -2Jp w 4' ,. S-: yo 3 e ..,.., 4 "- // %s " / 194 " PERCOLATION RATE /S (minutes/Inch) PERC. HOLE DIAMETER 6 " TEST RUN BETWEEN y FT AND S FT este C4✓4led Sy Dc✓/rer dr/an- 4 S/Yt C//-r/t, I%70 re;f0- TN be . PERFORMED BY: to8/e /P/ ✓t 6 n;,""ee rIN; I CERTIFY7T=`�-� THAT THIS TEST WAS PERFORMED IN - ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4,85) • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 625 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION:Lt/y0 Os d • O 8- 9- 10- 11- 12 13- 14- 15- 16- 17- 18- 19- 20 - r %O�aln . f/ 0r,ir-L (6 5574 G -r COMMENTS rent- fii,4 0 ( IGINEEt1' siv s *e49TH f# ��•r • Lis A. ButeraW % c e CE -6736' 1..tk PROFES5\0.... erars.�,.�q"m DATE PERFORMED: /0///�/ S. as -Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? YEJ IF VES, AT WHAT DEPTH? Oeplh to Mater Alter Monitoring? l /S" N Run) SITE PLAN Sec. -2S 1' N Se e SeP 4 rc S ire F4 An/ S L See,p�vd- E Oat • Reading Date Groes Time Ne Time D pth o Water Net • Drop pe -e. 7/a PERCOLATION RATE TEST RUN BETWEEN exe-a k4 "See 6� OIewc,r tminutes/Inch) PERC HOLE DIAMETER 6 — FT AND p. -/or FT As J fe LuJ Sees( „k" ,.." -J. la, ow "'iv, 724 4-e / ice/.ri�sF PERFORMED BY: E•S/� Man� e^'f'r�cr rnvr I - � GJ/�pERTIFY THAT THIS _TEST _WASPERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7/4/53 72-008 (Rev. 4e85) • 1 Air 7 9F nw ' 5 La I Lo In ;N 1- a Out Temp IFI • LOOZNNe4 - CO COe) 0 et LO CD N CND LOLon O NN minutes per Pumping Event this Period 0.00 0.52 0.50 LOO 0 LL€) 0 0.50 0.50 0.50 0.50 0.49 0.49 et O 0.49 d' O 0.48 et O 0.48 0.48 et O 11.5. Z 3.39 3.68 7.19 6.38 2.38 2.58 2.60 1 1.23 5.00 If) Lri 4.48 1 5.40 364 4.41 N Ti t0 00 6 3.50 3.94 0 a0+ O. E5 a) ctO W o r a •F= 0 M O N e O N 1 23.02 25.60 28.20 29.43 34.43 39.58 44.06 49.46 O U 57.51 62.22 69.08 CO LO ri N CA LO N ) ) 1 1.. CD w 0 a t a) v O O. a4-' E .D ONO na E C> a) M N a > a CI- w LO N CO N 21 23 O) CO CO CO N CO 00 N e- N N N LL ) N ) Pumping Event Counter 0 389 828 CO 0) CD O 01 V NCO 2726 CO M MIO O M M 3502 4114 to a N et 5297 1 5963 1 CO Tt CO CO CO O) CO N N LOO LO CF N 8841 CO N M CO IN • i Water Used (gpd) N/A 58.333 127.27 , 90.244 107.14 220 NA VN VN NA NA z Q z I-4 M 123.22 138.7 143.051 LO d' oi O ! Water Meter (gal) 0 700 3500 9100 12800 14300 17600 * 0 NR 17689* Z 2428.5 I 6425 10614.5 16301 N CD CM IIe 22336 Temp. IFI ST2 N/A N/A 51.08 50.46 47.50 52.75 53.54 50.38 te Me LOv NR 50.84 58.01 58.58 1 59.47 NR NR NR NR ST1 N/A N/A 52.71 51.70 50.23 48.57 51.00 49.63 49.70 49.08 47.26 48.82 53.70 53.75 56.01 55.17 53.12 52.51 51.66 SF4 46.07 45.80 45.31 43.22 41.23 41.58 42.61 41.03 39.71 39.96 40.54 45.14 49.74 51.90 51.04 48.17 45.31 44.06 CI d' N d' * water meter readings not accurate due to sand particles plugging water meter. N/A Not applicable NR Not recorded SF3 47.15 46.78 46.64 44.15 42.02 42.76 43.74 41.26 39.93 40.63 41.87 46.91 51.74 53.66 (O 00 Ln 48.46 46.07 44.82 43.31 SF2 47.57 47.33 47.33 44.82 42.31 43.711 44.21 41.08 40.01 40.88 43.10 48.46 53.41 54.86 52.42 48.28 45.87 45.21 44.06 SF1 41.14 43.16 36.07 35.18 134.12'1 34.40 33.94 25.51 27.25 32.70 46.98 56.79 59.32 59.17 N OD O) ct OD 07 M M. M O) O) O LO f') 01 M LO M LO M Date 9/30/93, 10/12/93 11/3/93 12/8/93 1/18/94 2/1/94 2/16/94 3/2/94 3/10/94 4/11/94 5/16/94 6/16/94 7/18/94 8/16/94 ct 0 LL ] .. O) a s ct CO CO O) O) O) CO -. N -. O r- N r- LO cn N -. .- Berg M rt LO CD n OD O) O r- CI MCO .- e- r- r- e- Z n e- 00 O)O e- e- N N Ni N( Lot 140, T15N R2W Section 25 N 0) N V) V) (1) CD Cr) 0) ❑ • U w LL N t- i leth 1 100 a WM I EMI% I I MIEM NS Ea* aininiffinin it war ir son NIMMalatt 111111iyaniraine (11111*74' ear wisais, artramma al Sat! jet 1 oo 0 0 0 0 0 0 o o 0 o o 10 v r) LL a 2 W F 0 0 0 N 0 0 0 0 6 0 96/1 1/1. 46/6 l/Z L 46/6Z/L L 176/61./01 46/91/6 4619 L/8 46/8 L/L 46/91/9 46/91/9 fr- 46/11/4 0 46/0 L/C 46/Z/E 46/91/Z 176/1/Z 46/8 L/1 E6/8/Z E6/E/ L L £6/Z1/0 L E6/0£/6 elect \ MUNICIPALITY OF ANCHORAGE •\ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-472.0 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME � / �/,, rinar el. ea(5eK PHONE rL,/ 9/9 ■ NEW — 'UPGRADE MAILIN/�0G DDR S fJt a55'7 rf--) P-ra5 9"9509 LEGAL DESCRIPTION /-1:3 /v P a cc) 3-. 2 !_! CI 6 LOCATIONj / S.4 ti_ 6- o co . / NO. OF BEDROOMS SEPTIC TANK DISTANCE TO: Well Absorption area Dwelling PERMIT NO. 7irq(11 n I nA Manufacturer Material No. of compartments Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth ta - 2 z < DISTANCE TO: Well (6 7 Dwelling 6o PEFjQAI )1n1rA Manufacturer /' r� (� P� Material e % Liquiduucapacity in gallons TILE DRAINFIELD TRENCH DISTANCE TO: Well Foundation Nearest lot line PERMIT NO. No. of lines Length of each line Total length of lines Trench width inches Distance between lines Top of tile to finish grade Material beneath tile inches Total effective absorption area SEEPAGE PIT Length Width Depth PERMIT NO. Type of crib Crib diameter Crib depth Total effective absorption area DISTANCE TO: Well Building foundation Nearest lot line u' � Class Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS/ D303(( SOIL TEST RATING 1 Cztf coJtZi X76 4 .t/0 _KO° O T ta--7_00 L A IN TALLER ELLS%(C. /YP. I� Alf S -/ Liciles6 Al Pt C7 P G Cry�Gr > REMARKS ( G V VVV60 L4 nae S' L f\ CJ mi OseSS/oo / /'cc Pew _— i e 6L{(,C azs //n aJC'!T//1 Cr LoG Q - fit? ..s- Dic/c/ea /St APPROVED DATE LEGAL <, n q�t.L�icit /5/e2 - 7ie5it) t2 c.J 31- as t /Vo 72-013 (Rdal. 3/72) Permit # MUNICIPALITY OF ANCHORAGE, Department•"�f Health and Environmenta� Protection 825 Street, Anchorage, AK. '9501 264-4720 /� # * # HANDWRITTEN PERMIT * *l,s c, fild41J5 WELL /.AND/OR ON-SITE SEWER PERMIT Applicant: eK O n J /Cat ser Mailing Address: Po 6 cicti-)5g Location: Sa�,,6ou�-e Phone Number: �C� -/Cll cY 5'77 Legal Description: / 611J jQ aC.J C • aC L 7 O Lot Size: 33O k 33(T Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: . Soil Rating(sq.ft/br) J 620 le- j 0) The Required Size of the Soil Absorption System Is: DEPTH .LENGTH GRAVEL DEPTH WIDTH The length depth of a the bottom The gravel the bottom * * dimension is the length(in feet) of the trench or drainfield. The trench or pit is the distance between the surface of the ground and of the excavation(in feet). There is no set width for trenches. depth is the minimum depth of gravel between the outfall pipe and of the excavation(in feet). REQUIRED IC(HOLDING) TANK SIZE = 2000 GALLONS * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. Oh .# INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for: a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 2 r certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remoyleled to include more that 3 bedrooms. -2// y��z S gnea f 217744.-orL TAIA- _- -c Issued by: Applicant SWP/024(1/81) Date: ty✓✓ yuc.x,—pc, l� ( c_cx,4„ ,1 �u�-,4, 30 d 5 , J Permit # " MUNILIfALI1Y Ul ANLhUKAut Department of Health and Environmental Protection Street, Anchorage, AK. '99501 264;4720 HANDWRITTEN PERMIT WEL=ND/OR ON-SITE SEWER PERMIT 825 '1J Applicant: %e/r}':/Cat Ser Location: S'an.B©{�3-p-e Mailing Address: Phone Number: 0 O (2-cfsa5 P6 6 amici- -/979 ON) Legal Description: / 5111 te D (a S • a5 L 7 410 Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: Holding Tank: x • Maximum Number of Bedrooms: Soil Rating(sq.ft/br) '/ 330 f-;(� 33o k3ST .-• The Required Size of the Soil Absorption System Is: DEPTH .LENGTH GRAVEL DEPTH WIDTH The length depth of a the bottom The gravel the bottom * t* dimension is the length(in feet) of the trench or drainfield. The trench or pit is the distance between the surface of the ground`dnd of the excavation(in feet). There is no set width for trenches. depth is the minimum depth of gravel between the outfall pipe and of the excavation(in feet). REQUIRED - C(HOLDING) TANK SIZE = 20(0 GALLONS * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. Dh# f * Backfilling of any s will be subject to p # INSPECTIONS ARE REQUIRED Minimum distan.Ja be /j for a private well of public well. M is 25 feet and to and must be return( Other requirements available to insur L certify that: (1) I am fa set fol (2) I will (3) I under `final c. * * * inspection and approval by this departmen ewage disposal system is 100 fee is well depending upon the type n well to a private sewer line aet. Well logs are required 0 days of the well completion. .d construction diagrams are - °arnfrett 31, 1 9 32 or -1 * * * for on-site sewers and wells as norage. nce with codes. system may require enlargement if the residence s ren, le more that 3 bedrooms. Signed. [217714-011_ 4.A r .e4_12..c. Issued by: C-77,' 7e-- 2 -GO Applicant Date: 27 SWP/024 (1/21 n1�� f�]ilj,(.etT r'✓r().t ,Ca 2r RLJL rt'P '2( %L... _A i. f -4 l 1 : i �. 4.. /( zh.� „7 ,-,�r,:- -C<rn , 5o ,.d (c J ,