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HomeMy WebLinkAboutMOUNTAIN PARK ESTATES #2 BLK 4 LT 24MAI LING AD ~ MUNICIPALITY OF ANCHORAGE DEPARTI{/IENT OF HEALTH & ENVIRONMENTAL PRC?ECTION ENVIRON[VIENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ~'.~ ~ ~--~.~. ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE I [] NEW .2.72-17~..~I ~g~'0PGRADE LEGAL DESCRIPTION I' LOCATIQN Well Absorpti~ area ~.~ / ~r Dwelling DISTANCE TO: I ~ ~ Manufacturer Material r~'~ capacity in gallons Inside length Width HOMEMADE: DISTANCE TO: We Dwelling Manufacturer Material DISTANCE TO: 30 Top of tile to finish grade Length Width Foundation DISTANCE TO: Class ~ of each line h of lines Material beneath tile NO. OF BEDROOMS PERMIT NO. No, of compartments Liquid depth PERMIT NO. Liquid capacity in gallons Nearest lot line PERMIT NQ, Distance between lines Total effective absorption area I~, ,~t"') PERMIT NO, Crib diameter Crib depth Well Building foundation Driller Sewer line Total effective absorption area Nearest lot line Distance to lot line PERMIT NO, Sept c tank Absorpt on area(s) PIPE MATERIA APPRO~ED 72%013 (Rev. 3/78) LEGAL MUNICIPALITY OF ANCHORAGE NAME ~-~ MAI LING ADDRESS LEGAL DESCRIPTION LOCATION / ' ] Well ~ Absorption area I DISTANCE TO: [ I ~ ~ I Manufacturer  '~ Liq. capacity in gallons Inside length IF HOMEMADE: DISTANCE TO: l Well Dwelling Manufacturer DISTANCE TO: No. of lin~ DEPARTS'lENT OF HEALTH & ENVIRONMENTAL PRO)TECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE [] NEW ~PGRADE Dwelling Material W dth Foundation Total length of lines Material Nearest lot line Trench width Material beneath tile Depth inches NO. OF BEDROOMS PERMIT NO. No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO, Distance between lines Total effective absorption area PERMIT NO. depth Total effective absorption area Building foundation Nearest lot line Driller Distance to lot line PERMIT NO. Sewer line Septic tank Absorption area(s) ~2-013 (Rev. 3/78) LEGAL MUNICIPALITY OF ANCHORAGE Department/'-~ Health and Environmenta~-~rotection 825 , Street, Anchorage, AK. ~350 264-4720 ~ * * * HANDWRITTEN PERMIT * * * P~ermi~ ~ ~C~ ~ W£J~~)~0N-SITE SEWER PERMIT Applicant: S & S Engineers Mailing Address:TM Old Seward Highway Location: Phone Nuraber: 349-6561 I~gal Description: Lot 24 Block 4 Mountain Park Esta~EK~t Size: Type of Soil Absorption System Is: SPECIAL DESIGN BY ENGINEER Trench: Drainfield: Seepage Be~: Holding Tank: ~'aximum N~unber of Bedrooms: ~ Soil Rating(sq.ft/br) The Required Size of the Soil A~sorption System Is: DEPTH ,LENGTH GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. 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). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS Permit applicant has the responsibility to infozTn this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * '* TWO(2) 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 con~nunity 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 1 9 I certify that: (1) I aal 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~.~-~ understand that the on-Site Sewer system may require enlargement if ~ th~ residence is remodeled to include more that 3 bedrooms. Applicant Date : ?/ , · '/ POUCH 6-650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 ~ TONY KNO[/CLES, MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION August 9, 1982 S & S Engineers, Inc. 7125 Old Seward Highway Anchorage, Alaska 99502 Attention: Bill Hagmire, Tom Smith Subject: Lot 24 Block 4 Mountain Park Estates Subdivision The plans, as submitted, meet the Municipality of Anchorage specifications. The efficiency of the sand filter could be improved by use of a dosing chamber. The sand filter must be 100 feet from neighboring wells. Upc~ request, a'permit can be issued for the upgrade~ If there are any further questions, please call this office at 264-~720. Sincerely, Les N. Buchholz, R.S. Program Supervisor LNB/ljw I_"S1 REET ANCH()R/\GE, Al ASI<A 99501 264 4111 January 4, 1982 Alaska Pacific Bank 101 West Benson Anchorage, AK 99503 Permit ~ 811136 Subject: Lot 24 Blk 4 Mt. Park Estates A permit issued by this department for a well and/or sewer system has expired as of December 31, 1981. Permits are issued on a calendar year basis, as stated on the permit, 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 an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, Sewer and Water Program Enclosure: Copy of Permit RF'PL. Z CRN"r L. CIC:RT Lr ON LEGRL. !:iL. Fi:E;KFI. F:'FIC: ]; F'.T. C E L:;OUTH F' F! F..'I<: '! IT1'1 / r,:' ..-- .... E:E:NSON LO"F ;24- E:L.I< 4. H.'T' F'FIRI<.' EL=;TFiTES LIS']." S:[ZE *:t..?5~S(:] SI;!I..II~F.:.E FEE-f- T?F:'E OF :5Ol'L FIB'E, OF.:PTILqhl _-::,!mi't IS: Ti~:E;!'.,II.T.:f4, ?iR::.:: Z HUh! NIjHE:E:F;.: OF E:E'I:',Fi:OEd"I':_'T, = THE: ~?F~:, '[F.'F',r', --',I.~.:. EJF THE ';F~Zt FtE:LE;E~RF'T:.r. ON :5'.¢:~";TEH '['_:' THE LE?.4GTH £:,Z !'"IENL=, ]: ON ]: E; THE: L.E:NGTI&..~.¢ ]: N ~'EE~'F'% OF THE DRFI NFl ELD. 'THE DEPTH OF FI 'T'RF. JNCH OF.! P]:T :[~ TF.li~ !.::,.T.~/I'Fff¢¢L,~¢:''''' DETHE£N THE '.F;URFRCE OF THE GROLI!'.,t[::: FIND THE BO-I"TO.H OF 'THE E~.,:E:Fi',.,'~T:[ON ,::ZN FEET::,. THERE: ]:S NO "_'-;ET H]:DTH FOR TRENCHES. I,m:. G?.R',/EL E:,EF:'TH -r,:.'i THE h!ZNTHUH DEPTH OF' ":it:;_'l::l',/Ft EETHEEN TFiE OUTFRLL F'ZF'E Ri'.,';E:, THE E,'OTTOH OF:' THE EXE:RVFtT]:ON ,:;ZN FEET>. F'E:Fi:HZT RF'F'L]:CFtNT !.-IF1'_'( ]"HE F::E;-'5, F'EN'}IB):_T.T'.-r' "~"Ci .T.I',IF'ELP..!','! TH:I;'J-~; DEF'FIF:THENT [',...F::.T.N'.'~ '!-HE- :['.P..--.,TF:I.I 8TI':f.. Ii'.,i::'q;F'ECTIEd',!;5 OF FIN"r' I.,.IELt....~; R[J'F'IF:ENT TO TH:J2'.'; PROPER'T"¢ RF,ID THE i'-,!L~HBEF?. OF F.-.'E"_:t'J',ENZE:'E 'rHR"r THE ~,,E:LL. 1-,.I~TLL. :SEF..?,,/E. ................ ~- ii.,-ii ,::::~ ,:".. ,='-:' ............... ;:, ::[ ii'-,~ '::; F:' E .~--:: -E' % E.?, 1'-41 :E:'; F:~ F~ EE .,il:;.:.".' E ~.:, L ~] ]E ~.~: EE Ir--, ................. Ehc~C:k:F:.T. LI_ ]'i"l-~_ OF FIi'.,!'~' -,~.-,,~,'::'":"~"'"'~' .......... HZTHOUT F.T. NRL IN~;F'EC:T.T. ON RNE:, FF'F'k".'n'v'F:tf B? TH't'q DEF'FffYTHENT H.T_ L.L. E: E '.E UDJ'EC:T "FEi F'F'-.tOSECUT ]' E N ?t:[NZHUH E:,I'STFINCE BETI.,!EEN F:! HELL. zlj:.:JEi FE:E:T F'O[~: FI PF'.IVRTE HELL .-gF;: i.~4E~ TO :2E'tO F~ET FROH FI. PUBL:[O HELL. DLEPE:Nr:,ZNG UPON THE T'T'F'E OF PI.JDLZC .HELL. i','I]:N]:hlUH D:[':'5,TRNCE FD. OH FI F'R,T_',/RTE F!~L.L.:;:'T.O FI' F'r4:.'[VRTE :SEHEF: LINE ]:~5 2!5 FEET FIND TO Fi COPIi',ILIN:[T'¢ L.:,EHERt LINE I'S 75z~-EET: OTHER REQLI:[RE:HENTS HI::I'.? RF'PL¥. SPECIFICR"FION'.'5 RND C:ON2;"!"F.:UC:'T ]: ON D:[RGFtF:ff"IS RFi:E R',,,'RIL. F!E:LE 'TO INSURE PRO!::'EF: !NSTFiL.LRTION. ]: CEF:T l F"r' ::L: ~. RH FFI!"IIL:[RR ,t,.!!TH THE REL.-~UIREHENTL:; F'OR OI',I-2;ITE 5Ei.,.!ER5 RND HELLS I:1~; SE:T FORTH B"/ "['HE HUN :r. C-T F'FIL:[ T'?' OF' RNCHORRGE. 2: ]: .HILL INSTALL THE S'¢."STEH IN RCCORDRNCE H:[TH THE C:O[:,E2;. '2:: .i: UI'.,IDEF::STRN[::, THFIT THE OI'.-.!-¥SITE SEI.,.!ER .':-;'T'STEH htR'.,-' F..'EL::!UiF.'.E E.NLF:IR'C~EP!ENT IF' THE PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12, 13 14. 15- 16 17 18 19 20 COMMENTS PERFORMED BY: 72-008 (6/79) ~]'/'~SOI LS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST PERCOLATION TEST SLOPE DATE PER.OR=E°: IR-/) ~ ~' / SITE PLAN WASGROUNDWATER t,3C>~ ENCOUNTER ED? O P E IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop ~ ~ " ~ : ~) IO i, s~ , o 5~ ~q /' ~.'~ ? /~ / frs~ , o ~ PERCOLATION RATE / TEST RUN BETWEEN (minutes/inch) CERTIFIED BY: ~ · ~' DXTE~(~,L'"~/ Z '~7 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: ~'~.--~-' 5 10- 11 12 13 14 15 1 8---, SLORE III SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Time Net Time PERCOLATION RATE TEST RUN BETWEEN .__ FT AF,'D FS hereby certify thet I here aurveyed the following de~rib¢d property, .Lot-:'¢' Block~_ ,. /~.¢¢[///;'.~,,,./..I.! '~?.-~..~'~.~-.~?-'.~Z.~ ~; Anchora~ recording Prec,nct, Aleske, and that the improvementt lilueiad thereon ere witMn the property lit, es end do no~. overlap or GRE~,.ER ANCHORAGE AREA BOk,..dGH' Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE ~, FROM WELL }'~C~. INSIDE LENGTH INSIDE WIDTH MATE RI AL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPACITY/~-)~¢/0 GALLONS. TILE DRAIN FIELD~~[_ DISTANCE FROM WELL~p~fOUNDATION NUMBER OF LINES I DISTANCE BETWEEN LINES DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH ~ NEAREST LOT LINE_''¢'~'- O OF LINES ~ 7 TRENCH WIDTH ''~ IN. TOTAL EFFECTIVE SQ. FT. # 't LENGTH OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE__~ ~T~' IN. ABOVE TILE TYPE ~ CONSTRUCTION BUILDING NEAREST NEAREST FOUNDATION__ LOT LINE __, SEWER LINE CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DEPTH SEPTIC SEEPAGE TANK. , SYSTEM REMARKS DISTANCE FROM: DISTANCES: INSTALLED BY: '~'~C~ ~, SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM ............... ........... ............................. - '~ '~oo~ [' Form EQ-032 F1F'PL I C FIi".I LOCFIT I ON L. EGFtL CLEH E:OL [:,E_~N LJF tNE SOUTH F'Pt F.:I.-'.: L 2:4 E: 4 HT PFIF..'K ESTRTES :!_7'E14 E 5TH LOT "F'¢PE jIF SOIL FIE:SOREFf'ION S~r'STEf'I IS: TRENCH MFI::'::IMUM NUi'iE, EF-. OF E:EDF.'OEMS = 3: =,LIL RRTING (2~;[':! F'T,''''E~R)= THE REQUIRE[:' SIZE OF THE SOIL FIE,=,URPTIJN S'¢STEM THE LENGTH I)ZI"IENS]ON ~ THE LENGTH :~[.,I FEET) OF THE IF. ENL,H OR THE [:,EPTH OF R TRENCH OR PZT ~S THE D]STRNCE E:ETI.4EEN THE S.IRFRCE 3F THE GROUND RNB, THE E:OTTOH OF THE E~qCR',/RTZON ,::ZN FEET). THERE I~1 NO :~ET HIDTH FCR TREN..HE:.. THE GRRVEL DEPTH IS THE HINIMLIH DEPTH OF GRRMEL BETI4EEN THE OU]'F=RLL F'iPF: RN[:, THE BOTTOM OF "Ft4E EXE:W,/RTION ,:i IN FEET). BFICKFZLLING OF RN'¢ S~'STEM WZTHOUT FLNRL ~NSF'ECTZOF RND RPF'ROVRL DEPFIRTMENT 14Xl. J_ 8E SUE:JECT TO F'RZSECUTZON. MZ~N~MUM [:,ZSTRNCE E, ETilEEN R WELL ~NB, FtN'¢ ON-SZTE SEi,.IRGE B,~F'OSRL %'~¢:STE. M ...... ZF~E~ FEET FOR R PRZ',XRTE 14ELL OR 2(*~ FEET Ft.~ R pI. tBLZC WELL. NELL LOGS RRE REQUZREB, RN[) HLI=,~ DE ~'ETJRNED TO THE B, EPFIRTHENT 1.4ZTHZN OF THE 14ELL COMF'LETION. -, ~. , . SF'ECZF'Z E:~T ~ ONS RND CONS'TRUCTZON B,~FIGRRHS RRE H, MZ LRE LE TO Z NSURE PR 3PER ~ NS'f'RLLFFF ~ ON. I CERTIF:'T' THAT :L: I FIH FRMILtRR WITH THE REQUIREMENTS FOR ON-SII'E SE[4ERS RN[:' b. IEI._L.S FI:E; E;IET F'ORTH EW THE MUNICIPRLIT'~' OF RNCHORRGE. 2: I 14ILL INSTRLL THE S~'STEM IN RC:CORE:,RNCE WITH THE CODES. :,T~]E[~ MRS' REQUIRE ENLRRGEMENT IF: THE 3:: ~ t..INDERSTRND THRT THE ON-:,..]E SEHER RESZE:,ENCE Z9 REMOB, ELEE:, TO ZNCLUDE MORE THRN ~ BEg, ROOMS. RF'PLZE:FINT CLEM BOLB, EN 4040 "B" STREET, ANCHORAG'E, ALASKA 99503 PHONE: 907-279-2581 May 25, 1976 W.O. #17703 Grid 2839 Mr. Clem Bolden 1704 E. 5th Anchorage, Alaska 99501 Subject: Subsurface Investigation - Lot 24, Block 4 Mountain Park Estates · Dear F~.. Bolden: Transmit%ed herein in accordance with you~ instructions are the results of 'the above referenced investigation as performed by us on May 18 and 19, 1976. The scope of this project is investiqation for suitability of an on-~ite sewerage system. Vicinity Map .Test Hole Location Sketch Test Hole Log Explanatory Information Figure 1 Figure 2 Table A Sheets 1-3 The exploration was conducted using a N0dwell mounted Mobile Drill Model B-50 drill rig with a continuous flight solid stem auger. The rig is owned and operated~by Denali Drilling Inc. Drilling was Supervised, the test hol~s logged and percolation test performed by Mr. Terry Barber, Geologist with Alaska Testlab. .The test hole was placed at the approximate location shown on Figure 2. The log of this teSt hole is included as Table A of this report. In interpreting the log it would be helpful to utilize the explanatory information contained in Sheets 1 to 3 of this report. When drilling was completed a 3/4" slotted PVC pipe was inserted in the hole to aid in determining the free water level. For the percolation .test, the test hole was filled with water Mr. Clem Bolden May 25, 1976 Page Two and left' overnight to saturate. On returning the'next day, the hole was refilled with water and the drop in the water level carefully monitored over the next 60 minutes. This procedure is not a standardized percolation test, however, we understand that the Anchorage Department of Environmental Quality prefers tests performed in this manner to evaluate a site for a p~oposed on-site sewerage system. using the above test, the observed minimum percolation rate was 4.2 minutes per inch. No water table was observed during drilling, but it should be noted that the free'water level normally fluctuates seasonally and with precipitation. We hope-this report meets your present needs. If we can be of further service, please feel free to contact us. V~ry truly yours, ALASKA TESTLAB R. Ma~'~ Hansen RMH;pks Attachments APPROVED: Melvin RL Nichols, C.E. Laboratory Supervisor Z poo8 ~ ~ DOO~ 'i~' ~ '- Date: Logged: May 18, 1976 Terry Barber TABLE A Test Hole No.: '1 W.O.# 17703 Depth in Feet' From To 0.0 1.5 1.5 5.5 5.5 12.0 12.0 16.0 Soil Description Brown peat and top soil with roots, wood fragments. F-l, brown slightly silty gravel, '(GM), damp, medium density, rounded to sub-rounded particles. NFS, brown slightly silty san~, (SP) , with r~ndom gravel, fine and medium sand, damp, medium density. F-2-F-4, brown ~ilty ~and to sandy ~ilt, (SM), fine sand, dampe, NP. BOttom of Test Hole: Frost Line: Free Water Level: S~mple No. Depth 1 2.5 2 5.0 3 10.0 4 16o0 16.0 1.5 None Observed M% Type of Dry Sample Strength G GM G SP G SP G 'SM unified Classification Remarks: 1) 2) 3) Type of Sample, G=Grab, SP=Standard Penetration Dry strength: N=None, L=Low, M=Medium, H=High unified Classification: See Sheet 3. Test Hole Log -- Description Guide The soil descriptions shown on the logs are the best estimate of the soil's characteristics at the time of field examination and as such do not achieve the precision of a laboratory testing procedure. If the log includes soils samples, those samples receive an independent textural classification in the laboratory to verify the field examination. The logs often include the following items: Depth lnterval- usually shown to 0.1 foot, within that zone no ~ignificant change ~n soil type was observed through drill action, direct observation or sampling. Frost Classification -- NFS, Fl, F2, F3, F4, see "Soil Classification Chart" Texture of Soil - An engineering classification of the soils by particle size and proportion, see "Soil Classification Chart", note the proportions are approximate and modifications to the soil group due to . stratifica, tion, inclusions and changes in properties are included. M~)isture Content -- this is a qualitative measure: -d~, no or little apparent surface moisture, damp, moisture forms portion of color, less thin plastic limit, wet, no free water, often soft, if cohesive soil, saturated, free water may be squeezed o,~t, ifa free draining ~oil; ~.,~o:.~ at natth-al mo~s:urc content, if a non-plastic si!: or fine sand. (The moisture content is further definedby reference to P1, . LW, NP, M% or dilatency.) Density -- refers to more-or-less non-cohesive soils, such as sand gravel mixtures with or without a fine fraction, derived from drilling action and/or sample data; usually described as: very loose, loose, medium dense, very dense. General intent is to portray earthwork characteristics. Stiffness refers to more-or-less cohesive soils and fine grained silts of the clay-silt groups. Derived from drill action and/or sample data. Very soft, soft, stiff, very stiff and hard are commonly used terms. Particle size - The largest particle recovered by the split spoon is 1-3/8", Shelby tube 3", auger flights (minute-man) 2", Auger flights (B-50 hollow stem} 6"-8". Larger particles are described indirectly by action of the drilling and are referred to as cobbles, 3" to 8", or boulders 8"+. Therefore when reviewing tile gradation sheets, if an5', the description on the bole log must be considered for an indication of larger particles. Unified Soil Classification - This is a t',vo letter code. See Unified Classification sheet for fmther definition. In some cases AASHO and/or FAA soil classifications may be shown as well as the unified. Atterberg Limits -- useful for fine grained and other plastic soils~ P...Jl; natural moisture content believed to be less than plastic limit PI+; natural moisture content believed to 1;c between plastic and liquid ~(mit s L_~w+; uatural moistui'e content believed to be greater than liquid limit · NP; non-plastic, useful as a modifying description of some silty materials. Dilatency - is the ability of warier to migrate to the surface of a ~aturated or nearly saturated soil sample when vibrated or johed - used as att aid to detertnine il' a fine grained soil is a slightly or non-plastic silt or a volcanic ash. Rock flour - finely ground soil that is not plastic but otherwise appears similar to a clayey silt. Organic Content -- usually described as Peat, PT, sometimes includes discrete particles such as wood, coal, etc. as a modifier to an inorganic soil. Quantity described as; trace, or an estimate of volume, or, in case of all organic, - as Peat. This may include tundra, muskeg and bog material. N~uck -- a modifier used to describe very soft, semi-organic deposits usually occuring below a peat deposit. Amorphus peat -- organic particles nearly, or fully disintegrated. Fibrous Peat - organic particles more-or-less intact. Bottom of Testhole -- i~cludes last satnple interval. Frost Line -- seasonal frost depth as described by drilling action and/or samples at the time of drilling. Frozen Ground - other than frost line, described by samples, usually includes description of ice content, often will include modified Unified Classification for frozen soils - this is a special case related to permafrost studies. Free Water· Level The free ~vater level noted during drilling. This is not necessarily the static water table at thc time of drilling or at other seasons. Static water table determination in other than very permeable soils requires observation ~vells or piezometer installations, used only in special cases. Blow/6" - The number of blows of a 140 weight'free falling 30" to advance a 2" split spoon 6"; the number of blows for a 12" advance is, by definition, the standard penetration. ,el% natural moist.ure content of tile soil sample, usually not ~ormcd on clean sands or gravels below the water table. .Type of Sample -- S__P, refers to 2" split spoon driven into the soil by 140 I~ound weight, a disturbed sample, S, thin wall tube, "Shelby" used to obtain undisturbed samples of fine grained soil, G, "grab" disturbed sample from auger fliglits or wall of trench, C, cut sample, undisturb,ed sample from wall of trench. Dry Strength - a useful indicator of a soil's clayey fraction, N=None, L=Low, M=Medium, H=Higb Group - Tile samples are placed into apparently similar groups based on color and te~cture and arc arbitrarily assigned it group letter. Further disturbed' tests including Atterberg Limits, grain size, moistur;.' density relationship, etc. ma? be performed on tl~e group and are assutllcd to reflect the geueral distrubcd characteristics of the soils assigned to tile group. This is an intportant phase of the soil analysis and is used tu standardize tile various qualitative dcturlninatious 5tltd to reduce tile number of quantitative tests necessary to describe the soil lBass. SOIL CLASSIFICATION CHART 30% GRAVEL /"' CLAY -~// ] ", CLAYEY CLAYEY X OR~ OR St LTY SILTY SAND CLAYEY CLAYEY S I LTY GRAVELLY SAND SANDY GRAVEL SILTY GRAVEL SAND GRAVELLY SAND ~IDY GRAVEL GRAVEL 0 10 20 30 40 50 60 70 80 90 100 GRAVEL (+#4 SCREEN) % BY WEIGHT NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 iT~m. GROUPS OF FROST-SUSCEPTIBLE SOILS:. F1 GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN 0.02 mm. F2 SANDY SOILS CONTAINING BETWEEN 3 AND 15% FINER THAN 0.02 mm. F3 a. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN 0.02 mm. AND SANDY SOILS (EXCEPT FINE SILTY, SANDS) CONTAINING MORE THAN 15% FINER THAN 0.02 mm. b. CLAYS WlTI-I PLASTICITY INDEXES OF MORE.THAN 12. LACE. PT VARVED CLAYS. 'F4 a. ALL SILTS INCLUDING SANDY SIL'IS. b. FINE SILTY SANDS CONTAINING MORE THAN 15% FINER THAN 0.02 mm. c. LEAN CLAYS WITH PLASTICITY.INDEXES OF LESS THAN 12. d. VARVED CLAYS. Parcel I.D. # 1. GENERAL INFORMATION (Must be completed pd°r to s~bmittal) (a) Legal Description (include lot, block, subdivision, section, township, range) MOUN?AIN ;PARK ESTA?ES ¢2, LOT 24, BLOCE 4  MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 · CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Location (address or directions 12801 f,UPTNE ROAD, ANCHORAGE (b) Property owner Mailing Address Telephone: (home) (c) Lending Institution Telephone Mailing Address (d) . Business VISTA REAL. ESTATE Real Estate Company and Agent 3000 C ST. , ANCHORAGE · Address Telephone Mail the HAA to the following address: (or checE here:~], if hold for pick up.) · List contact person and day phone number below: CONTACT MTN. ENGINEERING @ 696-1700 -- . (e) 2. TYPE OF RESIDENCE Single-Family I~1 Number of bedroc ms 3. WATER SUPPLY Individual WeJl I~ Community [] Public [] : Note: f community well system~ must have written, confirmat or~ from the Sta;~e Department of Environmental· . · Conservabon attesbng to th ega ~ty and stat'uS:"""" ¢'T~': ~ ~ .......................... : 4. SEWAGE DISPOSAL ' ' On-site:C1;' :,. PublicFI Community. D~¢' Holding:Tank~ . :'?:-:C ~ ,., ~,:"'.". '-" '. ~. ,, -'- Note: If community Well system, must.have 'w'r .tten ·c0hfirma,tj9~.f~rgrn the State Departmer~t'0f Er{~;iroh?,ental 72-025 (Rev. 7)88) Page 1 of 2 ~ J.o 8 eBed ~^oJ~d¥ i~uo!l!puoo ~o suuJ@L pe^oJdd~s!a //,?v/,~' pe^o~ddv E JOJ peAoJddV lVAOI:IddV SH Ha '9 '0665 '08 sseJppv RESIDENTIAL Well Classification YES MUNICIPALITY OF ANCHORAGE (MOA) ~ Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 343-4744 MTN. PARK EST. Legal Description: LO~ 24, BLO.,K 4 4/10/90 Well Log Present (Y/N) __ Date Completed 230' * ~.~{. UNKNOWN Total Depth Cased to--Depth of Grouting 62' ~' I z~-[o UNKNOWN Static Water Level Pump Set At 1.5' ¢2 N/A If A, B, C, D.E.C. Approved (Y/N) 3,0 GPM **** Yield YES NO Sanitary Seal on Casing (Y/N) · Depression Around Wellhead (Y/N) 100'+ ' ; On Adjoining Lots 100' +*** 100' + ; On Adjoining Lots N/A To Nearest Public Sewer Cleanout/Manhole >25' Casing Height Above Ground YES Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: 100 ' To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot N/A To Nearest Public Sewer Line To Nearest Sewer Service Line on Lot Mountain Water Sample Collected by Engineering 4/22/90 ; Date PASSED - COLIFORM & NITRATES Water Sample Test Results *PER WELL LOG 4/10/90 Comments **MEASURED FROM SEPTIC TANK STANDPIPE ~,**~ER AS=BUILT S&S ENGINEERING **** INCL STORAGE FROM WELL & HYDRO B. SEPTIC/HOLDING TANK DATA Date Installed 8/76* Size 1000. Standpipes (Y/N) YES Air-tight CaPs (Y/N) NO Depression over Tank (Y/N) N/A Pumping/Maintenance Contact on File (Y/N) N/A Holding Tank High-Water Alarm (Y/N) ,. No. of Compartments YES Foundation Cleanout (Y/N) YES Date Last Pumped 4/23/90 ; for Temporary Holding Tank Permit (Y/N) 12.5' To Buildin§ Foundation 5 ' *** To Disposal Field SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: 100 ' ,** To Water-Supply Well To Property Line 20'*** >10' To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course , , Comments ' PER AS-BUILT 8/16/76 N/A N/A **MEASURED FROM SEPTIC TANK STANDPIPE ***PER AS-BUILT 8/25/82 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 8/25/82~< Width of Field 30' ~ 12'* 300 SF/BR>k. Type ofSystemDesign BED & SAND Length of Field 36' &. 35'* (BED ,% SAND) Depth of Field 14' & 16' Square Feet of Absortion Area Depression over Field (Y/N) Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well 100' +* To Building Foundation 20' * Lot N/A To Water Main/Service Line ;>10' To Stream, Pond, Lake, or Major Drainage Course N/A To Driveway, Parking Area, or Vehicle Storage Area ;> .1.0 ' Comments ;~',P, AS-BUILT 8/25/F12,, SAND BED Gravel Bed Thickness ;I. ' & 4' ].080 Sit..,'* Statndpipes Present (Y/N) NO Date of Last Adequacy Test ADEQUATE -- 3 BEDROOM YES ** 5/g9/90 To Property Line 5' >k To Existing or Abandoned System on ; On Adjoining Lots ~30 ' To Cutback (if present) N/A 1620 >k* S'['Ai~I')PTPf,: f,f}('~,ATEI') 'I'N D. LIFT STATION Date Installed N./A Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments 'DFZAI'N~~ [KT,T)= NON}i: TN F-;ANI} Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guide~-.~,~,,~.A.~,e, ffect on th'e date of this inspection. ~&v',,," 7'.,. %9. '~, Signed Marl( ]Pear,on __ Company Hountai~ En,~ineerinE ~.,~; ,,9,.L J.V::~ ?'.' ~¢_ .... ! ......... : ...... ng neers MOA No. CE89-'007 Receipt No. ~ ~ -' ~0 ~-~ ~ Receipt No. Date of Payment '~ -/~ ~ ~ O Waiver Fee: $ Amount: $ /~¢- ~ Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET · ANCHORAGE, ALASKA 99518 · TELEPHONE (907) 562-2343 FEDERAL TAX I.D. #92-0040440 Date Rep~it ?[in~ed; ~P~ 24 90 @ lO~g Client Sample ID:L24 M }f£N PAR_~ ESTAT~iS PWS!D :UA Collected APl 22 90 ~ 14:30 h~s. leceiYed APR 2~ 90 ~ !l:,iO l~s, P,O.~ NON~ RECEIVED Req ~ Ozdezed By : ~maiy~is Completed :A?~ 23 90 Send Reports I, abo~ai;m:y Suparv:[8ox :STgPH~ll C. EDE 1)NOU~[~AiN Special ~IOi, D k'0~, PICKUP. In~truct: Chemlab Ref ~: .o01021 J',ab Smpl iD: I Matzix: ~I;~R Allowable Pa~ai,~ete~: ~s ~ea I~esu].t Units Method LJs~dts COLLECTED BY $:e~tt* ?ezfez~i, ed ' See Special Instruetion~ /~bove IJ~-Una¥~llab!e None Detected "See Sample 2mr~x~ks Abo~e }los Analyzed L'f~Le~s Than, GT=:Gzeate~ ?hah ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) 6218 Quinhagak Street ANCHORAGE, ALASKA 99507 Phone 563-3300 CUSTOMER'S ORDER NO. PHONE 2611 All claims and returned goods MUST be accompanied by this bill. ,.. *. _ ///..-11 ~-' ~ MUNICIPALITY OF ANCHORAGE ,'~-~z ~; DEPARTMENT OF HEALTH & ENVIRONMENTAL PI~I~F,Y O~ 825 LStreet-Anchorage, Alaska 99501 DEPt. OF zt-f/ ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 ,/~,PR /" t989 DIRECTIONS: Complete all parts on pa§a ~. In~omploto requasts will not b~ procass~d. Please allo~ ten IlO) days for processin§. 1. PROPERTY OWNER I PHONE Aiaska Pac±£ic :Bank I 274-966i MAILING ADDRESS P.O. Box 420 Anchorage, Ak. 99510 PROPERTY RESIDENT (If different from above) PHONE ' --ne .... - MAI LING ADDRESS 2085 Campbell Place Anchorage, Ak. 99507 ~ q-~ 3. LENDING INSTITUTION ~ PHONE Alaska Pacific Bank '*/O I 274-9661 MAltING ADDRESS P.O. Box 420 Anchorage, Ak. 10 4. REALTOR/AGENT ~ PHONE Patty at Marston I 248-2804 MAILING ADDRESS 2804 W. Northern Lights. 5. LEGAL DESCRIPTION Lot 24, Blk. 4, Mt. Park Estates Sub. #2 STREET LOCATION Corner of Lupine and South Park Drive 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [~ SINGLE FAMILY [] One [] Four . ~ . [] Two [] F~ve [] MULTIPLE~ FAMILY E~ Three [] Six [] Other [~i INDIVI D~!~AL* ' * ATTACH WELL LOG_A well log is requ~Fred fb~F~ll W~lls drilled ' ' ~ C~MMU'N~TY . since June 1975. For wells drilled prior to that date, give well - ~ PUBLIC UTILITY depth (attach log if available.} 8. SEWAGE DISpOS~ SYSTEM ~ INDIVIDUAL/ON-SITE** **If individual/on-si~e, give installation date ~q~(~ . ~ PUBLIC UTI LITY IbfySt~it:~Spa~etn~~ (2)v,ars old an adequacy test is~ NOTE: ~HE INSPECTION FEE MUST ACCO~PAN~ EACH REQUEST BEFORE PROCESS~CAN BE INITIA~~ THIS SIDE FOR OFFICIAL USE ONL'~ DATE RECEIVED INSPECTION APPOINTMENTS RME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS ~ SINGLE FAMILY [] ONE ~ THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER ~ INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ~ INDIVIDUAL/ON -SITE DATE INSTALLED ~PUBLIC UTILITY Connection Verified INSTALLER ~Septic Tank or ~ Holding Tank ~ E Size: ~ If Tank is homemade SOILS RATING give dimensions: ~, TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area ]Sewer Line ] Nearest Lot Line WELLTO: Absorption Area to nearest LOt Lidb ,., ~-,~,~'~ ~ ~ ~ APPROVED FOR BEDROOMS ~ ~ CONDITIONAL APPROVAL (letter mustz~ompany certificate) ~~ISAPPROVED /~. 825 "L" STREE1- ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M SUI LIVAN, MAYOR DEPARI'MENFC)E REALT~ AND ENVIRONMENTALPROTE(}TION August 28, 1981 Alaska Pacific Bank Post Office Box 420 Anchorage, Alaska 99510 Subject: Lot 24 Block 4 Mountain Park Estates Subdivision ~2 The adequacy-test performed on the subject property ]las fail_ed. Therefore, an upgrade will be necessary. Prior to the upgrade, a soils test will be needed so that a permit may be issued from this office. When the upgrade has been completed an approval will be granted. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw ALASKA enUIROnmeFITAL CONTROL SeRUlCe$, ~ngin~¢rin9 6 ~nuJronm~nl~l $Iucli~s InC. MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTif & ENVIRONMENTAL P;~©i'ECTION AUG ~ 7 I~38'i RECEIVED 8/25/81 AK PACIFIC BANK BOX 420 ANCHORAGE AK 99510 SRT.T,k-R - AK PACIFIC BANK SUBDMSION-MT. PARK EST. ~2 BLOCK-4 LOT-24 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSqZ~M IS A TRENCH WITH AN AREA OF 444 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 60 GAT,TONS OF WATER PER DAY. BASED UPON THE TEST DATA THE SYST~4 IS NOT ACCEPTABLE FOR A HOME OF 3 R~ROOMS. THE SEPTIC TANK WAS PUMPED ON NO . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF THIS 3 BEDROOM HOUSE. 1000 IS ADEQUATE FOR 1220 LUest 25th Auenue · Anchorage, Alaska 99503 · (907) 276-1361 A chora4 e 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION April 14, 1980 Alaska Pacific Bank Post Office Box 420 Anchorage, Alaska 99510 Subject: Lot 24 Block 4 Mountain Park Estates Subdivision (Buyer: Redmond K./Lynnette Schunke) Approval for the individual sewer and water facilities can not be granted until the following items have been completed: (2) The water analysis report be delivered to this office from Chem Lab, 5633 B Street, for our review. Expose the standpipes to the seepage pit and tank for h our inspection. This is to insure the minimum distance requirements are met between the well and the sewer system. 1 .~~I3) The septic tank pumped with a receipt submitted to this office. f there are any further questions, please contact t~is~; office at 264-4720. Sincerely, Robert C, Pratt, R.S. Associate Specialist RCP/1 j w cc: Patty % Marston Real Estate 2804 West Northern Lights Boulevard 99503 SAND FILTER SECTION LEACPt FIELD 5ECTIONI ' DT/00i'i2?' s~ue ~