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Home My WebLink AboutT12N R3W SEC 25 S2NW4NW4NE4 (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number:c (I - L{ ( i • 0 3 Legal Descripti„on,Property l Zt G IC Vk% L C Z S� Development Services Department Pump Installation Date: , 2Z -/G Pump Intake Depth Below Top of Well Casing:2y2 feet Pump Manufacturer's Name: F*,dl Pump Model: 951& Pump Size 3/,L/ hp Building Safety Division Pitless Adapter Manufacturer's Name: µ�tp N �a 4. a +✓ Pitless Adapter Installer: AM Well Disinfected Upon Completion? Mes ❑ No � 8G Comments: On -Site Water & Wastewater Program ANCHORAGE, AK 99518 PHONE: 907-243-0740 4700 Elmore Roadr ti " 2. P.O. Box 196650 Mark Begich Anchors e, AK 94507 9 A` E ' Mayor www.mum.orq/omite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number:c (I - L{ ( i • 0 3 Legal Descripti„on,Property l Zt G IC Vk% L C Z S� Owner Name & Address: L.� J 2520 TvrKs Tur g9S�L Pump Installation Date: , 2Z -/G Pump Intake Depth Below Top of Well Casing:2y2 feet Pump Manufacturer's Name: F*,dl Pump Model: 951& Pump Size 3/,L/ hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: µ�tp N �a 4. a +✓ Pitless Adapter Installer: AM Well Disinfected Upon Completion? Mes ❑ No Method of Disinfection: Comments: Pump Installer Name: AFACHIM IGE MF11&MW SERV 330 EAST 76 AVENUE ANCHORAGE, AK 99518 PHONE: 907-243-0740 AW PS.COM Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Page 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 N.me: H~t'Z.T~.N~'~ ~ ~A~H~ Wastewater System: ~New ~ Upgrade Address: ~o ~ S~~;~,/ ABSORPTION FIELD Total Depth from original grade: LEGAL DESCRIPTION S°ilRating: .~ GPD/Sq. Ft. Lot: ~ ~BI°ck:~ ~ ~ ~d~n: Depth to pipe bogom from 0rJginal~grade: Ft. Gravel depth beneath pipe~ Ft. Township:I~ Range: ~ ~ Section: ~ Fill added above original grade: Gravel length: WELL: ~ New ~ Upgrade Gravel ~: ~;~ Number of lines: I Distance betweenlines: Classification (Private A B C): Total Depth: Cased To: Total absorption area: Pipe material: Date Drilled: StaticWater Level: Installer: Date in tailed: I Pump Set at: Casing Height Above G~ound: Jo5 GPM Ft. ~ ~t. TANK SEPARATION DISTANCES ~ptic ~ Ho~ing ~ S.T.~.P. To Septic Absorption Lift Hoiding Public/Pr[vat( Msnufacturer: Capacityin gallons: Fro~ TanA Field Station Tank SewerLines ~ I ~ Surface w~t.~ ~ ~/a LIFT STATION Lot Size in gallons:I Manufacturer: I "Pump on" level at: I "Pump off" level at: I High w~ter alarm at: Foundation ~ ~ ~ ~ Cu,ainDrain ~/D ~J~ PumpMake&,odel IElectricallnspectionspe,ormedby: Remarks: BENCH MARK Location and Description; Inspections performed by: ~ Dates: 1st gAI/¢~ ~ .~" Department of Health and Human Services approval Reviewed and approved by: ~ ~~ Date: /r. ~ 72-O13 (1/91) MOA 25 N SC~LE~ 1~ -- ~ FT. AC 70 FT DC 45 AD 82 AG 95 AF 121 BF 87 125 C DRIVE WA Y A ACCESS T~] SEPTIC SYSTEM I TDBBEN SPURKLAND P,E, 203 ~ 15TH, AVENUE ANCH, AK, 99501 S1/£ NWl~4 NWl~4 NE1/~ SEC 25 TI2N R3W $OHNE MARTENSEN SEPTIC SYSTEM AS-BUILT DATE, Nov, 9~ 1997 SHEET, 2/3 GRID, 2~41 75 OMonltor 0 Cleon Out ~/IBE TRENCHES 5' ~/ide 7S' L on9 ~' Deep ,5' Se~er rock I' Filter Sond 3' Cover _1 Cleon Out~ MVERTER VALVE £PEE-D- VALVE (])Monitor Cleon Out Cleon NO SCALE ~///" ~'84/82 Mlro £i 140 '///////////////////////// ,5 £t of' Septic Rock __1 I I 12' oF Filter Sond -- ~ o.e ~..,-...~,. ~,,¢./ [~_ NO SCALE x~M°ni?'°m ......... ~ 8s3/at3 Foundotlon Cleon out 1250 gal Septic tank Double Cleon Outs //////////////////// I250 gal, septic tonk 75 Bench Mork~ Finish Floor, Assumed Dev, TDBBEN SPURKLAND P,E, 203 ~lS~h Ave Anc¼orcoe Ak 99501 £1./~ NWl~4 NW]/4 NEll4 SECTION 25~ TI2N R3W EDHNE MAR?INSEN\ SEPTIC SYSTEM AS BUILT DATE~ N~V, 1~ i993 SHEET, 3/3 ~IB, ~84] MARK HANSEN P.E. Con~u|tlng Englneer~ T~flng HC02 BOX 7~B7, PAI,MER, AK ~5 (~7) 74~721 QUALITY SAND AND GRAVEL P.O.Box 1456 Palmer, AK 99645 Fax: 373-7979 '~J 3 Project: Sieve analysis Gentlemen: ........... June 25,1993 -- RECEIVED NOV ~ 0 .... Municipality o4 Anchorage ' '" D(~-~fb~tth &'Human Services The following is the sieve analysis of the filter sand sampled on 6/23/93 Sieve Percent Passing Percent required for DEC septic filter sands Group A Group B #10 86 85-100 #20 72 60-90 ¢/40 32 2 - 0 ~60 20 ~~ #100 ¢3? #200 (~! ~3 '/ Coefficient. of Uniformity (Cu) ~3~J - Coefficient. of Curvature (Co)~7,2 - 85-100 max max :The samPle dOes not conform to DEC septic filter sand specificationsi ~lf you have any questionsl Please dc not hesitate to call. PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930223 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MARTENSEN BAHNE & OWNER ADDRESS:4940 OLD SEWARD HIGHWAY ANCHORAGE, AK 99503 DATE ISSUED: 7/15/93 EXPIRATION DATE: PARCEL ID:01741103 LEGAL DESCRIPTION: T12N R3W SEC 25 S2NW4NW4NE4 1 OF 7/15/94 LOT SIZE: 217800 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 343-4329 OR 343-4681 AFTER BUSINESS HOURS 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: THE SAND USED IN THE FILTER LAYER MUST CONFORM TO ASTM-C-33 CONCRETE SAND. A SIEVE ANALYSIS MUST BE TAKEN ON THE SAND USED IN THE FILTER LAYER WITH THE RESULTS OF THE ANALYSIS PROVIDED TO THE DEPARTMENT. ,-~ T~ SPL)R~(LAND P- E- 205 W '15th. Avenue, Suite 206 ANCHORAGE, ALASKA 99501 (907) 279-5916 SEPTIC SYSTEM DESIGN $i/2 ~ i / 4 -~aW i /4 ~Ei!4 SEC 25 BAHNE MARTINSEN impervious Layer at 7 ft. Bedrock Ground Slope 10 - 15% Use Wide Trench Soil Rating. From test 6/18/93 6.6 min/in =.8 gal/sq.ft. Required Area per Bedroom: 150/.8 = 187.5 sq.ft.. Roc,~ Depth .5 ft. Number of Bedrooms 4 Length of Trench 187.5 x 4 / 5 = 150 Lf. TOTAL LENGTH TOTAL DEPTH ROCK DEPTH FILTER SAW~ SEPTIC TANK / ' Use a uniform (poorly oraded sand) for ---~'fi~ter san~. Use sand from Spernak. The installation of this well and septic system will not i.mpact adjacent lots. The welt location conforms to the siting of the existing wells in the area~ and will not prevent the adjacent lot owners from developing these lots or replacing the existing septic systems. 2=X 7_5__ET. 1 FT. :3 FT. 1250 GAL. The installation of this septic system will not prevent wells from be installed on the adjacent lots. ]-here are no developed or natural surface / sub surface drainage Eourses on this or the adjacent lots. The pr-oposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. kdfp S6:,p'h:i.c System Des:ign SI/2 NWi/4 NWl/4 NEi/4 SEC,,, 25 UPPE£ BENJAMIN RD -- -- -- HUFFHAN II -- I -~ Tes-~hoLff I NWl/i, NEll4 II NOT SUBDIVIDED lO0 0 1 O0 200 300 SCALE: l' = 200 400 500 600 TDBBEN SPURKLAND P,E. 203 ~ ISTN, AVENUE ANCH, AK. 99501 NW1/~, NW1/~, NE1/4 SEC 85 Ti~N R3W ~?DHNE MARTENSEN SEPTIC SYSTEM DESIGN D(~TE~ JULY 6 1993 SHEET, 1/3 GRID, ~2841 N DRIVE gay ,i~i,i~ 2,5 0 2~ ,50 7.5 100 SCALE; i' = ~0 FT, 12.5 1.50 SECONDARY SYSTEM WIDE TRENCHES 5X 75 DIVERTED VAL YE 1£50 6AL SEPTIC TANK PRIMARY SY VIDE 5X75 I :::.i:i: l.::i::::.::' PROPOSED PROPOSED 4-£EDROOM ACCESS 70 SEPTIC SYSTEM TDBBEN SPURKLAND P,E. 203 W 15TH. AVENUE ANCH. AK, 99501 SI/£ NWI/,I, NWl/4, NEll4 SEC 25 Ti2N BOHNE MARTENSEN SEPTIC SYSTEM DESIGN DATE, JULY 6 199S SHEET, 2/3 GRID, 284I 75 Monitor Clean I~ Clean gut ~/IflE T£ENCHES 5' ~/ide 75' L on9 2' Beep ,5' Sewer rock l' ~lter Sand 3' Cover ~]VEBTER VAL YE i0 SPEE-~- VALVE Monitor Clean Clean gut 3 NB SCALE () Founda tlon Clean out 1250 9al Septic tank 9ouble Clean Buts To Future Secondary ~?ouble Dram Fields ~////z Mira 'Fi 140 ,5 fit o£ Septic Rock- 12' o£ Filter Sand / /~ Cleanouts Monltor 4~, Topsoil ~/~///////1////1///////// 4' Mln Cover over Tank ~///////// 1250 gal, septic tank Ground MO SCALE SPURKL~ND P,E, R03 W15~h Ave Anchorage Ak 99501 N /i/4 NN"I_/4 NE]/4 SECHDfl ~ FInN RSId B[?HN£ MARTINSEN\ SEPTIC SYSTEM DESIGN ]]ATE, JUL F 7, 1993 SH£ET, 3/3 GRI]), 2841 PERFORMED FOR: LEGAL DESCRIPTION: 1 ~ 2 3 4 5- 6- 7 8- 9- 10- 11 13- 14- 15- 16- 17- 18- 19- 20- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 %" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 1~ ]~4/~nship, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O §8pth to Water After ~onitorin~? ~ale: I Gross Net Depth to Net Reading Date Time Time Water Drop --,.~.~ ~ ~ ~ TEST nUN BETWEEN ~ ~//t~,~. FT AND ~'~ FT ' COMMENTS ~ L~'~O PERCOLATION RATE ~' ~ (minutes/inch) PERC HOLE DIAMETER ~ i) ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. CERTIFY THAT THIS TEST WAS PERFORMED IN 72-008 (Rev. 4~85) T E ~ r I,, ~,, ~,~ A g|vJell~n o{ DDWL, In~ol~l'~°''r:Mtr~rl ,-,, : : CIFr J (