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Home My WebLink AboutBIRCH TREE ESTATES BLK 1 LT 20 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME MAILING ADDRESS LEGAL DESCRIPTION IPHONEI [] NEW [] UPGRADE LOCATION O v DISTANCE TO: ~- Z I Manufacturer~ ~ [Liq. capacity i~gallons [ ............ I/ I ~,-~ ~ DISTANCE TO' lWell ~ Manufacturer ~ I I Well ~= I D~STANCETO: I ~ ~ ~ No. of line~ Length 9f eaqh I~e. ~ ~ Top of tile to finish ~a~ Length Width ~ ~ I Type of crib Crib diameter ~ DISTANCE TO: Well ~ Class Depth ~ DISTANCE TO: Building foundation OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER R EMAR KS NO. OF BEDROOMS PERMIT NO. IAbsorption area [Dwellin~er~ Ma Inside length Width No, of cor~a, r2ments Liquid depth Dwelling PERMIT NO. Material Liquid capacity in gallons Foundation Nearest lot tine PERMIT NO. Distance between lines Trenchgid~ inches inches Total length of lines MateZ beneath tile Depth Total effective.absorption yea PERMIT NO. Crib depth Total effective absorption ~rea Building foundation Nearest lot line Driller Distance to lot line Sewer line Septic tank PERMIT NO. Absorption area(s) APPROVED DATE /0-/o .P / LEGAL 72-013 (Rev. 3/78) PERMIT NO. APPLICANT SALLY LONG 5?82 W. LOCATION METZ COURT L.EGRL L20 Bt BIRCHTREE ESTBTES S/D DEPARTMENT OF HERLTH .RND ENYIR.>/.;"%;.~FAL F'ROTECTION 825 '"L" STREET.. RNCHORRG' 264-4728 C.') I'-,I -- :-~; I T E S; i I-,..! i R i' E F..." r'l I 'T 84TH. 245:-.-~ LOT SIZE ]:0000 SQt..IRRE FEET '--I .... ,'-I hr- · - , , TYPE OF :,JIL RBSOF.:PTION :,r:,]EH I¢'_, TRF_~'~_.H MFI::':: I MUM NUMBER OF" E=E[."RULffl: ~ ~ C'F ,- ..... .' , ,'. - = _, J I [_ F.: H T I N b ,:; S 6! F. T,- E, F...., - ..... ,.-- %$'. - .' ,~- ",,_-' ", , - ,r", -- TIlE ~.'E;,IIIRED _,I,:_E ~,IF,.THE _,UIL RB_,OF..FTILIN =,,~Eft I_-,' ~)~,AIf% ~C"'i(~L_~ [}',EF"TF4== ~ LEI"-.~mZ.~TH= ~ .~3RR , EL [:,iF'TH== THE L. ENG]'FI DIMENSION I5] THE LENGTH (IN FEET;:, OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DI'=;TRNCE BETWEEN THE SURFRCE OF' THE GROUND RND THE BOTTOM OF' THE EXCRVRTION ,:lIN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL F'IPE RND THE BOTTOM OF THE EXCR',,,'RTION (IN FEET). F:E~..!LI I F-:EE:. SEPT I PERMI'F RF'PLICRNT HRS THE F. ESPON'-]I TY · : _BILI TO INFORM THIS DEF'RRTMENT [:,UF.'.I~-itG THE INSTRLLRTION INSF'ECTIANS AF RNY WELLS RDJRCEI'.,IT Tr] THIS F'F.:OPEF.:T'.¢ RND THE NUMBEF.'. OF' RE'-';IDENCES THRT THE WELL WILL SEF.:',,,'E Ti..JC! < 2 ) I ~4$F'EE:T I C,~-~S RF..'E REF:;!LI I ~,',EE:, BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPRO',,,'RL BY THIS DEPRRTMENT WILL BE SUBJECT TO PROSECUTION MINIMUM DISTRNCE BETWEEN R WELL AND ANY ON-SITE SENRGE DISPOSRL SYSTEM IS 100 FEET FOR R PRIVRTE WELL. OR ~50 TO 200 FEET FROM R PUBLIC NELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRI'¢RTE WELL 'TO R PRIVRTE SEWER LINE IS 25 FEE]" FIND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPLY. SPECI F ICRT IONS FIND CONSTRUCTION DI RGRRMS FIRE R',,,'RILRBLE TO INSURE PROPER INSTRL, L. RTION. F'EF-"I"-I I T E,s',:F' I RES [:,EE:Ei'"IE:EE: 2:::L.. ~.:_-.-~. :~:2L I CERTIFY THRT ±: IRM FRMILIRR WITH ]'HE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH BY THE MUNICIPRLIT"r' OF RNCHORRGE. ;;.2: I WILL. INSTRLL ]"HE SYSTEM IN 8CCORDRNCE WITH THE CODES. 3: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF:' THE , ALASKA ENVIRONMENTAL CONTROL SERVICES INC. 1220 W. 25th Avenue · Anchorage, Alaska 99503 ENGINEERING SERVICES (907) 276-1361 ~?-~ IL 84rr~ LO1F ':~t~2 [~}' ,SOILS LOG MUNICIPALITY OF ANCHORAGE // DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION [Yzff PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 SLOPE SITE PLAN WAS GROUND WATER IF YES, AT WHAT DEPTH? Net Drop Reading Date Gross Net Depth to Time Time Water · .... . ,' ~.',7'-- , / .~ 'c., 0,:7 _ ,. ~ ,,/, 5~' ,--~ ,,.¢.:6! ~-.z. /./~/ PERFORMED BY: ~" ' "'~ 72-008 (6/79) Reid, Jr. / PERCOLATION RATE~ ,:~'Z · (minutes/inch) TEST RUN BETWEEN '-" F'~ AND - ' Fl' ,.,.,'~- .... ~,,., ~, ./ ; CERTIFIED BY: I I I II III I ....... Ill I II ALASKA ENVIRONMENTAL ,,, CONTROL SERVICES INC. ,, 1220 W, 25th Avenue · Anchorage, Alaska 99503 ENGINEERING SERVICES - (907) 276-~36~ ~ I III I IIIII I I II1~11111 IIIII II IIIIII IIII I1'111 December 29, 1978 %77662 Gary Rasmussen 1510 West 12th Avenue Anchorage, Alaska 99501 Subject~ Lot 20 Block 1 Birch Tree Estates Subdivision A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis~ as stated on the permitw by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Les No Buchholz, Senior Environmental Specialist LNB/lJw enCl copy of permit PERMIT NO. bll_lr-~ IC:! F"ALIT~" IDF Ar-IC:HCI~AISE DEPARTMENT 0w HEALTH AND ENVIRONMENTAL PROTECTION 825 'L. STREET, ANCHORAGE, AK. 99 L~ELL 8NJ:, ON--SITE SEL.~E~: F'E~:r'I IT ( 77662 ) APPLICANT LOCATION LEGAL _GARY RASMUSSEN METZ CT L20 Bi BIRCH TREE EST. 1518 W i2 RYE LOT SIZE 279-.3901 ~9000 SQUARE FEET TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH MRXlMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT?BR)= 125 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: E:,EF'TH= '12 i_E[-IGTH= 27 6R:R"¢EL [:,EF"TH= 7' THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE TRENCH OR DRAINF'IELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>. THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). RE~;!I_I I F~E[:. SEF"T I C: TR~IK S I ZE= l~--_-tO~--~-'~ IS R L I_ ~D [-4 :S P~I]:~]~GE PLRf4T I]F'T I C~[-I R PACKAGE PLANT MAY BE INSTALLED AT THE PERMITTEE¢S OPTION SUBJECT TO THE FOLLOWING CONDITIONS: i. EITHER R CLASS I OR II NSF APPROVED PLANT MA9 BE INSTALL. ED. 2. A CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF A MAINTENANCE AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL ABSORPTION SYSTEM AND?OR YOU MAY BE SUBJECT TO PROSECUTION. T[~O (2_) I f~SPEC:TI C~f~S R~E RE~.I_II ~E[:, BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION RND APPROVAL BY THIS DEPRRTMENT WILL. BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS i00 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F"E~"rd I T E::-;P I RES E.,EC:EPIBE~." --'-::l.. 197'F I CERTIFY THAT i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. ,--.., =,I~NEC'_ - APPLIC:FC~T GARY RRSblUSSEN ","3. 0 T.H. 1 7-26-77 SANDY GRAVEL w/ TRACE SILT (GW) Brown, Moist, Loose 0! Block 1, Birch Tree Estates Driveway '"' I ? xca~ated .: 1~0' %<~) TH-1i Area A GRAVEL w/ TRACE SAND, TRACE SILT (GP) Many boulders rown 8I ~t to Scale Distances sh~ a~e apf-,,:%:ximate and 'hav'e been me&s~red by survey methods. Distance to property corners no't determined. No Water Table Encountered 16'T.D. This log represents subsurface soil conditions within the test hole at the location shown. See drawings B-01 and B-02 for explanation of symbols. ~KD~ SM~ , ~)~,T £.' 7-26-77 SCALE:I"=3' TEST HOLE LOG AND LOCATION DIAGR;U! GARY RASMUSSEN If'B' GR'ID: j LOW ..o, A-O1 SOILS ,CLA,SSIFICATION, ,CONSISTENCY AND SYMBOLS CLASSIFICATION: Identification and classification of the soft is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size distribution determines classification of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers of the major elements. For cohesive soils, the clay becomes the principal noun with the other major soil constituents used as modifier; i.e. silty clay, when the clay particles are such that the clay dominates soil properties. Minor soil constituents may be added to the classification breakdown in accordance with the particle size proportion listed below; i.e. sandy silt w/some gravel, trace clay. no call - 0 - 3% trace - 3 - 12% some - 13 - 30% SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non-frozen material'. For these materials, the influence of such factors as soil structure, i.e. fissure systems, shrinkage cracks, slickens{des, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type. C ohe sionle ss ' ' N*(blows/ft) Relative Density Loose 0- 10 Medium Dense 10- 30 Dense 30 - 60 Very Dense - 60 *Standard Penetration "N": 0 to 40% 40 to 70% 70 to 90% 90 to 100% Blows per foot of a I40-pound hammer fallin~ 30 inhhes on a 2-inch OD split-spoon except where noted. DRILLING SYMBOLS Cohesive T- (tsf) Very Soft Soft Stiff Firm Very Firm Hard 0 - 0.25 0.25 - 0.5 0.5 -1.0 1.0 - 2.0 2.0 -4.0 -4.0 WO: Wash Out WD: WL: Water Level BCR: WCI: Wet Cave In ACR: DCI: Dry Cave In AB: WS: While Sampling TD: While Drilling Before Casing Removal After Casing Removal After Boring Total Depth Note.~ Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are cons{tiered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence on ground water elevations and conditions are required. En~]ineerin~} t~ Geological Contultanls Inc · ~c.o,,.~ ,,.,..... ALASKA JU.EAU GENERAL NOTES 5-1-F2 sc LE N/A OWN aY LDS C~KD BY GLB P~OJ. NO. GENERAL owe NO. ORGANIC MATERIAL CLAY SILT SAND GRAVEL STANDARD SYMBOLS COBBLES & BOULDERS CONGLOMERATE SANDSTONE MUDSTONE LIMESTONE IGNEOUS ROCK METAMORPHIC ROCK ICE. MASSIVE ICE - SILT ORGANIC SILT SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYERED SAND & SANDY GRAVEL SILTY CLAY w/TR. SAND St ..... 1.4" SPLIT SPOON Ss ..... 1.4" SPLIT SPOON SI .., ,'. 2.5" SPLIT SPOON Sh . ,, . . 2.5" SPLIT SPOON Sx., , . . 2.0" SPLIT SPOON Sz. ,'.. o 1.4" SPLIT SPOON Sp ..... 2.5" SPLIT SPOON, Hs ..... 1.4" SPLIT SPOON HI ..... 2.5" SPLIT SPOON SAMPLER TYPE SYMBOLS WITH 47'# HAMMER WITH 140# HAMMER WITH 140# HAMMER WITH 340~ HAMMER WITH 140# HAMJ~ER WITH :540# HAMMER PUSHED DRIVEN WITH AIR HAMMER DRIVEN WITH AIR ~MMER NOTE; Ts .... SHELBY TUBE Tm .... MODIFIED SHELBY TUBE Pb .... PITCHER BARREL Cs .... CORE BARREL WITH SINGLE TUBE Cd .... CORE BARREL WITH DOUBLE TUBE Bs .... BULK SAMPLE A ..... AUGER SAMPLE G ..... GRAB SAMPLE SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADdACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH.' TYPICAL BORING LOG BO,'?/NG NC/MBE/?,,.~,T. H. ~0- 15 DATE D/?ILLED..~,qO' 21- ?0 S A MPL Et~ T Y'PE ,~, Ss AFTE/? WATE'/? F~OX£N Elev. 2746 ....--ELEVATION IN FEET All Somples Ss.r'SAMPLEf~' TYPE O' ORGANIC. MATERIAL I' Consid. Visible Ice ICE+ML ICE -SILT 65°/o Visible Ice 90, 56.2°/o, 80. Spcf~, ML4. 7' SANDY SILT ~'$Tt?ATA CHANGE ~,/.... APPROXIMATE STRATA Little to NoVisible Ice 15~0' Vx ~IC~ DESCRIPRON ~ C~A~IFICARON ~ ~2, 57.1 O/o, 85.9PCf, 28~ GP_ (CORPS OF ~ ~~ --O~Y DENSITY ~--e~ows/rm~ SAMPLE NUMBER . SANDY GRAVEL 26' ' 95 SCHIST ~ GENERALIZED SOIL OR R~K DESCRIPTION ~OCATION ~0 ' ~ DMLL DEPTH ~D/T/ONA~ ~?A ~V~LABL~ ON ~U~PLEMEN~A~ LAB 16-7,2 C O.N 8U t. TANTS, INC. JscALE NONE, ,IDWN BY EXPLANATION OF SELECTED SYMBOLS ,LOS , GLB ~'RO,~. Ne. GENERAL Dwe NO. 8-02' R&M CONtlULTANTB, INC. ~o24 CORDOVA · BOX 6087 · ANCHORAGE, ALASKA 995~,2 · PH. 907'279'0483 · TL,.X. 090'2~360 July 25, 1977 R&M NO. 751201 Gary Rasmussen 2038 Cliffside Road Anchorage, Alaska 99501 Subject: Soil Investigation for Sanitary Sewer System, Lot 20, Block 1, Birch Tree Estates Subdivision, Anchorage, Alaska Dear Mr. Rasmussen: At your r~quest of Uuly 20, 1977, we conducted a subsurface soils investigation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with tho~e procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on July 25, 1977, consisted of a test hole drilled to a depth of 16' feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Drilling was accomplished with a rotary drill rig using continuous-flight solid-stem auger with an outside diameter of 6 inches. A sample was taken at the depth shown on the soils log in Drawing A-01. The sample will be held in storage at our lab for approximately six months. In addition, all material brought to the surface by the augers was continuously.monitored by an experienced engineering geologist. The topography at the drilling site is generally horizontal. At the time of the investigation the site had been stripped. The top of the test hole was located in an excavation approximately 6 feet below original ground surface. The soils encountered in the bore hole are shown in the test hole log in Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings B-01 and B-02. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. oundwaterwas was not encountered. At the not encountered. Bedrock ~me the hole wa~sdrilled seasonal-~-~ nat present. Permafrost was not~e.~cguntered. Based on the visual classification of the soil and the requirements set forth by the MuniciPality of Anchorage, a percolation test was not necessary within the test hole on the subject lot. July 25, 1977 Gary Rasmussen Page -2- We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Staff Geologist Jim McCaslin Brown, Ph.D. Head, Earth Science Department SH:JMB/sl Attachments: Drawings A-01, B-01, B-02 Static Water Level feet ,~L Gallons Per Minute /6) Draw Down feet Tot~Z ~eet of ~as~ ~ ? Type, Material Drilledl 0 feet to ~--' to to to Hefty Drilling S.R.A. Box 1553 H Anchorage, Alaska 99507 , ': Time '% ' : " ' i Date ' ' ~)-ate , Inspector Inel~ector Inspe~or ' '" Comments ' r Id~ Date Sews instal · Permli No. ' ' ' Septic Tank ~ize' t & $~ " ' ' }~ ~ . Holding Tank Size Soils Rating " Well ~o Absorption A~ea Walt Log Received Well to Tank ~:.. .'., , ~ .... , ~ AP~.LICA~._FILLS OUT LOWER HALF ONLY .... ~. ......... '-P'rOpertyOwner ~ ~ ~ ~-'~'~ ~ ~ ~7' ' - ' '~:" : ' ' ' ' '~' ' ' .... ": Phone Marlin: Address ~ ~ .~ ~ ~ Address 0 1 Ty~ Residence o. of B ~ingle Family D Multiple Family N edr oma, · Q Other r W~uPply ,. ~dtvldual ' ' ~ Community Q Public Utillt7 .':- : ' available') ~ ~ ~ , ~lvldual D Public Utility ~ Holding Tank NOTE: THE INSPECTION ~E MUST ACCOMPANY ~CH REQUEST BEFORE PROCESSING CAN BE INITIATED. CHEMICAL .OGICAL LABORATORIES , ALASKA, INC.~ TELEPHONE (907)-279.4014 ANCHORAGE INDUSTRIAL CENTER 274-3364 5633 B Street Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER WATER SYSTEM: I.D. NO. Water System Name PhoneNo~ (, ~ ' Mailing Address City State Zip Code MO. Day Year SAMPLE TYPE: [] Routine [] Check Sample (for routine ~ample with lab ref. no. [] Special Purpose [] Treated Water [] Untreated Water SAMPLE NO. I 3 I 4 I I LOCATION Time - Collected Collected By . I TO .BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: ~] Satisfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results Please send new sample. Date Received Time Received Analytical Method: [] Fermentation Tube ,~ Membrane Filter Lab Ref. No. Result* Analyst I I ~ I *No. of colonies/100 mL or No. of Positive oort~ons. 06-1220 (b) Rev. 1978 BACTERIOLOGICAL WATER ANALYSIS RECORD READ INSTRUCTIONS BEFORE COLLECTI N G SAM PLE Date Collected Source Date Received Time Receive(! p.m. Lal~. No. Presumptive 10mi 10mi Z0ml 10mi Z0ml 1.0mi 0.1mi _ 24 Hours 48 HOURS ' I Confirmatory 24 Hours ,48 Hours EMB Multiple Tube Report: Membrane Filter: Direct Count Verification: LTB Final Membrane Filter Results Reported By Broth 24 hours: Broth 48 houri: 10mi Tubas PosJtlve/Totsl 10mi Portlonl Collform/100ml BGB Collform/100ml __ Date., Time: &.m, W bW I