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Home My WebLink AboutO'BRIEN BLK 6 LT 2 GREATER ANCHORAGE AREA BOROUGH Department ;~3E0n;irs~e%~nt al Quality Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LEGAL DESCRIPTION ~o{.///~ . .,o . v ~.x:' /IF /" .,r3 ,xz SEPtiC TANK: E;~Y~2 /~¢~-/~ (~'~¢~¢~ ~ _ NUMBER OF DISTANCE ~. ~) ¢~¢~ ~ ~_._ FROM WELL MANUFACTURER MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH .LIQUID DEPTH ~.LIQUID CAPACITY /~ GALLONS. SEEPAGE 1~l-~: 7~/ud~ OR WIDTH NUMBER OF Pits __. dlf~ETER LINING MATERIALFA RIB SIZE: DIAMETER__ BUILDING FOUNDATION ~O ! NEAREST LOT LINE ADDITIONAL ABSORPTION LENGTHc~ ~, DEPTH .DEPTH DISTANCE FROM: WELL~/}~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) /~Z~<~ /'SQ. FT. WELl_: / BUILDING FOUNDATION __ __CONSTRUCTION NEAREST NEAREST LOT LINE ~, SEWER LINE DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK ____ SYSTEM CESSPOOL APPROVED OTHEB SOURCES ~ (2' OISAPPROVED_ REMARKS DISTANCES: INSTALLED BY: +//J~)~/ 7~¢'~-0-,/)~__ PIPE MATERIAL. DATE SEWAGE IGtt INSTALLATION LOCATION MAILING ADDRESS PHONE COMPLETION DATE ANTICIPATED INSTALLATION OF: SEPTIC TANK . .-- SEEPAGE PiT , DRAIN FIELD ., OTHER TYPE AND SIZE Of FACILITY TO BE SERVEl} "~ /'~ /~'~ /?~'l')~/ .~/2' ~) / NOTg~ THl~ P~R~I~ I~ NOT ~AgI~ FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF' ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL. QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. "n~-Xz'~;"~tAJ~? /('~)4) ~rYPE SEEPAGE AREA SIZE MI~IIMUM DISTANCES, REQUIREMENTS FOUNOATION TO SEPTIC TANK FOUNDATION TO SEEPAGE 'R~T ..Z~ ~/ EEPTIg TANK TO SEEPAGE Pr*'~[ SEPTIC TANK , SEEPAGE ~:?" TO NEAREST LOT LINE. , DRAIN FIELD WEt_L TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK , DRAIN PIELD / SEEPAGE PJcr ALSO CONSIDER AREA WELLS. . SEEPAGE Pi]' SEEPAGE PI~ /()~') . DRAIN FIELD SEPTIC TANK, TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION ]5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. CONFORM TO ~OROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER TYPE ,:"r:~--._~,_ - .-~-~/-)- ~ ~' -?-'/~47>./d' // DIAGRA~I Of SYfiTEM I CERTIFY TNAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE "ATE APPLi CANT'S G N ^TU. C. t._ x-u- 4040 "B" STREET, ANCHORAGE, ALASKA 99503 PHONE: 907-279-2581 October 3, 1975 W.O. #17539 Mr. Alvin Williams 7506 Lake Otis Parkway Anchorage, Alaska 99507 RE: Subsurface Investigation For Feasibility of On-site Sewer Lot 2, Block 6, 0brien Subdivision Dear Mr. Williams: We were requested by Ms. Chris Braunen, with Tanner-Magowan Realtors, to perform a subsurface investigation on the above referenced lot, to determine the site's suitability for acceptance of an on-site sewage disposal system. A test hole was placed approximately 40 feet south of the north property line, and 20 feet west of the east property line on Wednesday, October 1, 1975. The hole was placed utilizing a Mobile Drill B-50 drill rig mounted on a truck. The rig was owned and operated by Denali Drilling, Inc. and the test holes were logged and the drilling supervised by Mr. O.M. Hatch, staff geologist/senior technician, with Alaska Testlab. The log of the test hole is included in.this report as Table A. It will prove helpful to read the Standard Explanatory Informa- tion in the back of this report to help interpret, the data on the test hole log. After the hole was drilled, it was filled with water and left over night to saturate. The next afternoon, the hole was again filled with water to within 3 feet of the surface and left to percolate for 1 hour. The water level fell a total of 17 inches in 60 minutes for a percolation rate of' 3.5 minutes per inch. Utilizing the data published in Table A, "Absorbtion Area Requirements for Individual Residences" on page' 8, of the "Manual of Septic Tank Practice", published by the U.S. Department of Health, Education and Welfare. The required area of a seepage pit p~aced in the soils detected by the test hole is 110 square feet per bedroom. No water table was detected during exploration for the full 20 foot depth of the test hole. It should be noted though, that the water table will fluctuate with seasonal and climatic changes. We hope this is sufficient for your present needs. If we can Mr. Alvin Williams Page 2 October 3, 1975 offer clarification on any item or be of further service, do not hesitate to contact us. Very truly yours, ALASKA TESTLAB Melvin R. Nichols, C.E. Laboratory Supervisor MRN/vms Lot 2, Block 6 ~epth in Feet From 0.0' To 1.0' 1.0' 20.0' Bottom of Test Hole: Frost Line: Free Water Level: TABLE A W.O. #17539 Soil Descrl_~tion F-4, brown, rav~.llsan_~q~ silt, ML, mixed with topsoil~amp, st~ F-l, brown to gray, ~ilty ~ gravel, GM, damp, medium density, maximum particle size 6" 20.0' None Observed None Observed Test Hole Log - Description Guide The soil descriptions shown on the logs are the best estimate of thc 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 ite~ns: Depth Interval -- usually shown to 0,1 foot, within that zone no s~g;dficant cha;~ge in soil type was observed through drill action, direct observation or sampling. Frost Classification - NFS, FI, F2, F3, F4, see "Soil Classification Chart" Textm-e of Soil - An engineering classification of the soils by particle size and proportion, see "Soft Classification Chart", note the proportions are approximate and modificatious to the soil group due to stratification, inclusions and changes in properties are included. Moisture Content - this is a qualitative measure: dr.~, no or little apparent surface moisture, damp, moisture forms portfon of color, less than plastic Ii,nit, wet, no free water, often soft, if cohesive soil, saturated, free water may be squeezed out, if a free draining soil; dilatent at natural moisture content, if a non pla.stic silt or fine sand. (The moisture content is further defined by reference to PI, LW, NP, M%or dilatency0 Density - refers to more-ordess non-cohesive soils, such as sand gravel mixtures with or witbout 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 ~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 indkrectly by action of the drilling and are referred to as cobbles, 3" to 8", or boulders 8"+, Therefore when reviewing the gradation sbeet~, if any, the description on the hole log must be considered for an indication of larger particles. Unified Soil Classification This is a two letter code. See Unified Classification sheet for further definition. In some cases AASHO and/or FAA soil classifications may be shown as well as the unifie,d. Atterberg Limits - useful for fine grained and other plastic soils. PI; natural moisture content believed to be less than plastic limit PI+; natural moisture content believed to be between plastic and liquid ]~mit s Lw+; natural moisture content believed to be greater than liquid limit NP; non-plastic, useful :ts a modifying description of some silty ~'~at trials. l)ilatenc¥ - is the ability of water to migrate to the surface of a saturated or nearly saturated st)il salllple when vibrated or johcd used as au aid to dctermiue il'a fmc 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 materiah Muck - a modifier used to describe very soft, semi-organic deposits usually occuring below a peat deposit· Amorpbus peat - organic particles nearly or fully disintegrated. Fibrous Peat - organic particles more-or-less intact. Bottom of Testhole - includes last sample 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 icc content, often wdl include modified Unified Classification for frozen soils - this is a special case related to permafrbst studies· Free Water Level - The free water level noted during drilling. This is not necessarily the static water table at tbe time ofdrilbng or at other seasons. Static water table determination ill oilier th.tn very permeable soils requires observation wells o} piezometcr installations, used only m special cases. Blow/6" - The number of blows ora 140 weight free falling i0" to advance a 2" split spoon 6": ti~e number of blows for a 12" advance is, by definition, the standard peuetration. ,d% - natural moisture content of thc soil sample, usually not ~formed on clean sands or gravels below the water table· Type of Sample - ~, refers to 2" split spoon driven into the soil by 140 pound weight, a disturbed sample, ~, thin wall tube, "Sbelby" used to obtain undisturbed samples of fine grained soil. ~. "grab" disturbed sample from auger flights or w.dl ol trench, ~. cut sample, undisturbed sample from wall of trench. Dry Strength a useful indicator of a soil's clayey fraction, N=Noue, L=Low,M=Medium, H=High Group - Tbc samples are placed into app,Lrcntl~:similar grout'~bascd 'SOIL CLASSIFICATION CHART CLAY \ 30% GRAVEL o\O CLAYEY CLAYEY CLAYEY k CLAYEY OR SILTY SILTY SILTY SAND GRAVELLY SAND SANDY GRAVEL SILTY GRAVEL SAND GRAVELLY SAND' GRAVEL GRAVEL 0' 10 20 30 40 50 60 70 80 90 !00 GRAVEL (+#4 SCREEN) % BY WEIGHI: NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 mm, GROUPS QF 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 WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS. F4 a. ALL SILTS INCLUDING SANDY SILTS. b. FINE SILTY SANDS CONTAINING MORE THAN 1.5% FINER THAN 0.02 mm. c.'LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN ]2. d. VARVED CLAYS. soil~The sediments were corn- , Ipacted with s moderate ~--' · e Gm Iwater content. ~her. to was some cobble and sand' Ow sma a ~gh clay~silt content. Gm Property Owner Ma;. ng Address APPLIC' IT FILLS OUT UPPER HALr' ONLY /!////;../: ~".,. ..... - / r. ',.' ,;"~ ".~' :;.~ :-, /: .;' //,.4: z,: nc/,'(-,~ ./? ~-~ Zip Code Buyer .~ ,: ,'.-;-~/)..¢(':'.7~/ ./. I(/' 5 Address Zip Code Lending Institution Phone Address Zip Code ~,~ ////~ Phone Realty Co. & Agent / /v.~TX //'~';~--:/, / Street Locatioo /~,_~' (~ ¢:~ .,/ /' /~' ¢ Type of Residence E~:Single Family : Mulliple Family No. of Bedrooms [: Other Water Supply I~/..,¢lndividual /' ~,_~ · ATTACH WELL LOG. A well log is required fo~ all wells drilled since June 1975. ~;.l~/ ~ (; For wells drilled prior to that date, give well depth (attach log if available). ~ Community ... E~ Public Utility Sewer Disposal .~ Individual Year Individual Installed: __ [] Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time [)ate [)ate Date Inspector Inspector Inspector Time Irrspector Pield Notes: ~0 /,/,?.,. e> ( ~ APPROVED BEDROOMS ) DISAPPROVED ) CONDITIONAL APPROVAL' DATE/,h~--"~/~ -¢' ~? ~ 'CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed Well TO Absorption Area Well to Tank Well Log Received Septic Tank Size BUSH I!{ t".1 E} I I'xllEli: R I N G BO X 4- 2964 ANCHOI::;:AGtE, AK 995()9 * $ S E W E R A D E t:;!U A C Y T E S"I" $ $ Legal: I....oc a'l:. i on: Water: Sewer :~ MUNICIPALITY OF ANCHORAGE DEPT. C:F HE/",Li!I ~': ENViRONM]NiAL PROii:CIlON (From J~Ju¥'ii c:i. pal Recc:Fds) 'l"aF~k: 1,0()0 gal 1 c~r"~; st. eel ~bspc2rt. ion syst'.em: 27:' dra:i.r~ trench Sc):i,l rat:~ng: ;[~() (;I. 975) LJp~r aded = 1975 Date o.f: 'l"es'h: Sept. ember 28 .... 30, 1983 CE - 5333 '1"1"~.., sysi.'.(¢.m was :.(n~.q](.:eci':ed thee wee,h: o.f: SC:~I3'~:.~..m',I::H.?F :[2 ..... Jr6,'I :1.983,, ]"he sep'f-:i.c:: t. ank was pumped, 'Th~.?. syste,.m t,,,~as :i.n Pi'"J. ii'~F' 'f,:c] I'"Ltl'ff'l:J.r'~c.¥I t':.h¢.:~, {'.{.?E~.t thE, !2:,y~3,'t.:(.~l~ ~,,;,~;qi:!. £::hE.H::kE, d 't':l::] ,i'¢.!!;kSLq..U"(~ 'L'.I"N.~','t:. the t. ar"¢l< w,'a!:$ .F :i .l 1 ed ar',d runn:i, r"~l.;! i r"FtT, o ti'lc dr'a:[ F'~ 'f: :i. I,.':)]. d, '1"he 'f:est: cc, rrm'~enced on Sel:)'t:.ember 29 gallons D.f ~ater' 'b.o the dr"a:i.r~ trench a't:. 4 gpm, Test F(esu l 't:: s: ]"l"w.? system acc:el:)'L(:.:d thc. t? ',:!!K)O gallons o'f: wa'Let wi'Eh nc:)s:Lgns c::,.f s t r c.? s s ( b a c:: k i n g u p i ri.t: c:) 't: a n k ) m'] c:l i,.. e cov er' e d t (::) 't: h e s t a % i c:: ]. evE.)l a4:tler orl]. y c21"~.7¢ ( :[ ) hour ,, 'T'h:i approved as m{¢~e*t::t ng t:he Muni c J. pa Jr i t.y c)'f Anc::hi31'"age 825 L Street - Anchorage, Alaska 99501 . .--. /\PR ENVIRONMENTAL ENGINEERING DIVISION z3" ;J h-', Telephone 264-4720 RECEIVE REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND 8EWER FACILITIES ~-~'/t4blq~OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF i:-",Li". '. & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOI~i~;iYIRON~LNTAL i LCTION~ DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. IPHONE MAILING ADDRESS PROPERTY RESIDENT (If different from above) PHONE MAILING ADDRESS PHONE ~-'-LENDI NG INSTITUTION MAI LING ADDRESS 4, REALTOR/AGENT MAILING ADDRESS /(./', ~.:2 C,~ ../ - ¢: 5, LEGAL DESCRIPTION STREET LOCATION 6, TYPE OF RESIDENCE NUMBER OF BEDROOMS '~ ~ One ~ Four ~ Other ~ SINGLE FAMILY ~ Two ~ Five ~ MULTIPLE FAMILY ~ Three ~] Six 7, WATER SUPPLY [~'"- INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTILITY depth (attach log :~ available.) 8. SEWAGE DISPOSAL SYSTEM ~ iNDiViDUAL/ON.SiTE~ *~lf individual/on-sit~ give installation date/.~c4--~, /~/Z . If system is over two (2) years old an adequacy test is required [] PUBLIC UTI LITY by this Department, NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME 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 2. WATER SUPPLY [] 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 E~]Septic Tank or []Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORP~'ION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sawer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line 5. COMMENTS ~/PAPPROVEDFOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must acc/~pany certificate) / / DATE - BY (Title~' ] LEGAL DESCRIPTION - 72-010 (Rev, 3/78) GREATER ANCHORAGE AREA BOROUGlt Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received February ].2, 1976 Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Voao 1. Approval requested by: Lomas and Nettleton Company Mailing Address: 4449 Bus~ne-s P~rk Boulevard 2. Property Owner: Alvin Williams Mailing Address: 7506 Lake Otis Parkway 3. Legal Description: Phol e: Phone: Lot 2 Block 60'Brien Subdivision 27, 4. Location: 7506 Lake Otis Parkway 5. Type of facility to be inspected 6. Well Data: A. Type Individual C. Construction 7. Sewage Disposal System: A. Installed 10=7-74 C. Septic Tank: D. Seepage Pit: E. Disposal Field: 8. Distances: A. Well to: Septic tank Nearest lot line Single Family No. of bedrooms 4 3 bedrooms - o.k. B. Depth D. Bacterial Analysis Troy Troyer 2. Manufacturer 2. Material On-site system. B. Installer 1. Sizel,O~O 1. Absorption Area Total length of lines , Absorption area , Other contamination , Sewer Lines , B. Foundation to septic tank C. Absorption area to nearest lot line , Absorption area EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re ~st for Approval of Individual er & Water Facilities Legal Description Lot 2 Block 60'Brien Subdivision Comments Approved Disapproved Date Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) MUNICIPALITY OE ANCHORAGE DEPARTMENT OF ENVIRONMENTAL QUALITY .'~330 "C" Sirem, Anchorafle, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES Type of Inspection: CONV Property Owner: __. ..... /,~:., :;~., ./ .' /~.~ , Malhn9 Address: /";';~Z;~., L/,'~C:¢.",'/.~/,F'V Dav Phone Mailing Address: :X ~ ~' ..~'<~.¢/~ ~Z~ Dav Phone Name of Lending Institution:_ Mailing Address: / ~ ,,h /"" .~ " ' '" [, rz~ A ,' /:/. ~/~ '¢ Phone ' Name o~ Realtor or Agent: '~;(,~/27 Mailing Address: '. //~" ~ , ~,. -~ )x[/Z 'pi~ ; ." ,'~// ,-% Typeo, Facili[y to be inspected: Wat0r Supply Type of Supply: Public Utility ,---' If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation Individual Individual (on-site) EQ037 (]/74) ~ ~ GREATER ANCHORAGE AREA BOROUGH ~~ Department of×Environlnental Quality ~ 3330 "C" Street,~n~b6rage, Alaska 99503 274-4561 ~.-'.~ / . .; Date Received ", .~ ~ '~"<. ~ _W~- Time of Inspection ~]>~[~]~ ~ ~ ~ Date of Inspection ~~ ' ~-~~ 2 ~'~ INDIVIDUAL SEWER & WATER FACILITIES ?' ~ ~ 1. Approval requested by: Z~'~/~ / ~' Mailing Address: ~ ~/~ ZU;~~ Phone: Mailing Address'. ~D~,,~ ~'~ ~ ,~~~ 5. Type of facility to be inspected -.,,--~ No. of bedrooms Well Data: A. Type C. Construction B. Depth ~ / D. Bacterial Analysis Sewage Disposal Syste~/- A. Installed.~/ ~ q-I B. Installer ~L--~-~ C. Septic Tank: 1. Size /~m~ 2. ~[~nufacturer · // La.2 D. Seepage Pit: 1. Absorption Area 0/ 2. Material E. Disposal Field: Total length of line's ~7 / Distances: / A. Well to: Septic tank ~ , Absorption area ~3--I , Sewer Lines ?/o Nearest lot line , Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Ret st for ' ~roval of Individual .~ er & Wa" · Facilities Legal Description ~(~/'Z ~-'~ C~ ~ ~/~-~ Approved ,//~-~-' ~. ~isapproved Date_ Approval~Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES i. Type of Inspection: 2o Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: CM RO V A xxxx Alvin Williams FNA CONV 7506 Lake Otis Parkway Robert A. H oxworth DaZ Phone 344-14 3~, (Work lone 277-1561 Ext. 23] 1737 Ea. Dimond Blvd~.~ ~a~_ Phone 344-2309 4. Name of Lending Institution: Kassler & Co. Mailing Address: 319 w. 5th Avenue Phone 272-9509 5. Name of Realtor or Agent: Tanner-Magow~a ,~.~. ~0 ~i~]~d]~.,~ti Mailing Address: 3766 Arctic Blvd. Phone 274-2521 Legal Description: Location: Lot 2, Block 6, 0"Brien Subdivision 7506 Lske Otis Parkway No. Bdrms. 4 7. Type of Facility to be inspected: Home 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served One If Individual, depth of well 8o 9. Sewage Disposal System Type of System: Public Utility If Individual, date of instal~65~ion Individual (on-site) 1958 xx EQ-037 (1/74) 'r,i,:ASE BETUIiN TO 5TH AVI)[" · kNCtIORAGF,, ALASKA 9950 [ Augus~ 19,1975 To Whom it May Concern: This letter'is to verify the septic system on Lot 2 Blk. 6, Obrien Subdivision (7560 Lake Otis). This information was obtained by the undersigned realtor over the telephone ~rom Mr. Walter F. White, the builder who originally installed the system in 1959, and Alvin Williams, who has occupied the home for the past sixtleen years. There have been no malfunctions of the system during Mr. Williams' occupancy. . Cast iron pipe connects the house to the septic tank ThL tank is a 1000 gallon metal tank which was covered with a heavy layer of tar at the time of insLallation. Cast iron pipe then connects the septic tank to the four inch perforated pipe comprising the leech field. The leech field begins 10 ft. east of the tanR and extends approximately 55 ft. with late~als· extending 10 ft. in' either d~rection~curing every 5 ft. The trenches are approximately 6 ft.,deep with 2~ ft. of gravel below the pipe~ The pipes are cowered with building paper'and then covered with 2½ ft. of gravel. Topsoil was ~hen put in to fill the trenches. _ Sincerely~ David Home