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HomeMy WebLinkAboutHUFFMAN #1 Block 1 Lots 10 & 11uc_prnan 5/D 10& LII rirli 1;2 131 ,, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMEN'rAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME MAILING ADDRESS PHONE t [] NEW '3q5-- I01~(I [~UPGRADE LEGAL DESCRIPTION LOCATION ] Well I DISTANCE TO: I I- Z I Manufacturer t~.u~ ~ Liq. capacity.~in gallons IF H~-MEMADE: ~ DISTANCE TO: IWell ~O_~ I Manufacturer r~ I Well ~' I DISTANCE TO: I~, ~ Z I No. of lines I Length of each line ~~ ~--- rTop of tile to finish grade- 5 I Length Width <~ ~- I Type of crib Crib diameter m Well u~ DISTANCE TO: -- .~ Class Depth ~ I~r~o~ , . ~ . ~ DISTANCE TO Building foundation Absorlstion area Inside length Dwelling Foundation Total length of lines 13q, Material beneath tile Depth Crib depth Building foundation Driller Sewer line Dwellin~g MateriaL IWidth Nearest lot line Trench width inches inches NO. OF BEDROOMS PERMIT NO. No. of compartments Liquid del~h PERMIT NO. Liqui..d capacity in gallons PERMIT NO, Distance between lines Total effective absorption area / 5'5'$/~z. PERMIT NO. Total effect~ive absorption area Nearest lot line Distance to lot line I PERMI'~ NO. Septic tan: AbsorptioT~'n area(s) OTHER PIPE MATERIALS PVC SOIL TEST RATING 330 INSTALLER REMARKS APPROVED ' DATE LEGAL PERM I T NO: DATE I S!:~UED: DEPARTI~EIqT OF HE:AL. TH AND ENVIRONMENTAl_ PROTECTION 825 L. S'T'FCEET~, ANCHORAGE, AK 99501 264-4720 APPL I CAN'T': ADDRESS: CONTACT PHI)NE: LIEGAL DESCRIP: L.O]' SIZE: DEARMOUN EXCAVATING INC 5344 RIVERTON AVE ANCHORAGE, AK 995 .'1,6 345- 1619 SUBD I V I S I ON: HUFF'"MAN SECTION: 29 TOWNSH I F:': 40000 (SQ. FT. [)R ACRES) LOT: 10, 11 BLOCK: 1 :I. 2N RANGE: 3W I certify that: 1. I am f'amiliar wit'.h the requirements For on-site se~ers and wells a~s s~t ¢orth by the Municipality o¢ A;~chora{]e (MOA) and {he State ot' Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design cr'itepia o~ this permit. 3. I wi].] adhere i:.o all MOA and State oF Alaska requirements f~r the set back d~stances From any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. IF A LIF:T STATION IS INSTAL. LED IN AN AREA COVERED BY MOA BUILDING CODES, ]'HEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUII_TS WILl... NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE EL. ECTRICAL W~BT BE DONE BY A LICENSED EL.E[',TRICIAN. / ALASKA Department of Health and Environmental Protection 825 L Street Anchorage, Alaska 99503 Subject: eliulROIqmenTAL COFITROL SeRu 8,e$, IRC. ~nqincerinq ~- I~nuironmcnlal Studies August 29, 1984 k'""';~'~ '~: .~,~ ~ -'~'\ ,..:' ~' Huffman Subdivision, Lot 10/11, Block 1 - Permit#: 840698 Dear Keith: I inspected the removal of 21 feet of existing trench on Lot 10/11, Block i, Huffman Subdivision. I verified the following: (a) (b) The 21 feet section of trench encroaching on the well radius was excavated. The top of the trench was at 5 feet below grade and the bottom of the trench was 12' below grade. The soils were a silty sand with gravel and some pockets of clean sand down to 5 feet and the rest of the trench was silty sand with a little gravel. Both were brown in color and grey silty sand was not encountered. The sewer rock was removed and the trench backfilled with silty sand from the other end of the trench. .The original cleanout was left in the trench. The perforated pipe was replaced with solid PVC 3034. Another clean out was put in at the beginning of the perforated pipe. Additional trench was installed west of the 60 foot leg, running along the east property line towards the north east corner of the lot. In order to keep away from the lot line, 2 sections were installed, one 19 feet and the othgr 25 feet. The extra trench was installed to provide insurance that the system would continue to be able to serve a 5 bedroom house in the future. The sections were installed in the same type soil as the removed section and care was taken to ensure sections all were level. There is a dispute concerning the location of the lot lines. The lot was surveyed and an as-built prepared October 19, 1972. This was recertified April 15, 1977 and then updated May 17, 1984 to show improvements. The 1984 update is either to a different scale than the original o~ is incorrect. The new owner is in the process of obtaining a complete survey. The lot line in question is the north boundary indicated on the 12oo'tUcst,:i3r~ Aucnu¢. Suii¢ 15 · Anchoraq¢, Alosl<a 995o3 .{907) 561-50/40 as-built as the fence. We were unable to verify the angle this lot line meets the eastern north/south lot line. Without this information, the lot lines location are in question. Care was taken to ensure the upgrade was no closer to the fence than the existing trench. When the lot line dispute is resolved, a corrected as-built and waiver, if necessary, can be submitted. We recommend the attached as-built be accepted at this time. The seller has escrowed money to pay for the removal of the portion of the trench which was too close to the well. To hold this, pending the outcome of the survey, will only delay final settlement and will not serve any purpose. If you have any questions, please feel free to contact us at 561-5040. Sincerely, ~ Godden Operations Manager Approved By: ~'~'~r ~ Phd ~ro.y,~.;Reid, J {/, , Preside7 GRE*,.;R ANCHORAGE AREA BOk,,.,GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~-~.'~¢~'~ CU~:~ LOCATI ON ~:~-~-f~t' ~ 'K MAILING ADDRESS ~-C<~,~. ~z4 LEGAL DESCRIPTION SEPTIC TANK: DISTANCE FROM WELL INSIDE LENGTH MANUFACTURER INSIDE WIDTH MATERIAL LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. TILE DRAIN FIELD:' ^ DISTANCE FROM WELL FOUNDATION NUMBER OF LINES ABSORPTION AREA DISTANCE BETWEEN LINES SQ. FT. LENGTH OF EACH LINE DEPTH: TOTAL LENGTH NEAREST LOT LINE OF LINES TRENCH WIDTH IN. TOTAL EFFECTIVE TOP OF TILE TO FINISH GRADE DEPTH OF FILTER TiLELJ,¢.~' / (.4r~ ~ATERIAL BENEATH _ IN. ABOVE TILE IN. WELL: TYPE _ BUILDING FOUNDATION__ CESSPOOL APPROVED CONSTRUCTION NEAREST NEAREST LOT LINE__, SEWER LINE__ OTHER SOURCES DISAPPROVED DEPTH SEPTIC SEEPAGE TANK__, SYSTEM DISTANCE FROM: REMARKS DISTANCES: INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATEI~'' G.A.A.B. !"j'"H::il i i'!!ii",Hi?!'!'"l i::"{j"ii!!!ii",t:!ii;iiiJ:::ll;',! :[:!i'; i'HI!:!: L.iiil]",ii::ii'i"i'"J (:iii',! i:::j!:::i!i!7'f') i'.i)j:::' "t"H,~!!: "i'l:,:'.tiii:NC:H Ol:;?. i'!'"H:E E:,i!!!?'J'H CH:;:' !:::} 'i?!!!i:l",H'i:H i;)H: i:::'i[T ]::::i: 'i"J."iii:: C:,['.i!i;"i'!::H",lC:i!i: i:i?,iiiiTFi.,.il:~'.i~]iJ",~ 'T'i'"Jiiii: i!ii;LJt:;?.l::'l:::lC:l!!!i Cji::: f!il:;illil)iJi'.,!il) [:::H'-,Jt.), "t'J...iJi.i t!:iHiYF'I'(:]iN f)i::: 'i"!...iJ.iil ii:ii',:.:',fi::t:::I',,,'i:::FJ"i(i]?',J (lin !'i'"iii!!i (':ii:;ili:::l~,,,'!-.:iJ... i:,i:!!i:::"i?"! ]i'.!!i; "!'i'"JE:i H]iJ",t]'NiJI"I !ii:'.~!!iJ:::"i~J'"J fl)i:::' iii!it:,i:l:::i',,,'JililJ...~!i',i!i!i"i'!.,.ii!i!il!!il",l "Ir'Ht!E OL.tTV'I:::iL..L.. i::.H'-,ii) 'FI...!!!:i J:iiJO"!'"i'()!'"J ill)i:::' I"k-!!:!il ii!il;:.:hii:~:::?,,,'J:::JT']iOH ,:i iii I'.,~ ::i. !!!:i ]] 'J'J...ii!il;J:,~: ts:l fii:i..l:::l'.!i:;'.!~:; il ()J:,il )] ][ ~?i!i;{:::' f:::t?i:::'J:,?.f.3',/J:'~ii'.:, F:'I..F:ti:',?T: J'"it:::?.!.' !!!:Ii;Jif ;? i:::l C:O{'.,i'i' ]] j'.,H..iOL.i:ii~; )'"ii:::! ]i H"i"J:i;]i'.,li:::li:-,iC:i!E l:::H;iii:;]:iiii]J]!ilifliiii]i",J'T' ]; :i~; l:;?.J:!i](;:!t. J ][ I:;?JiiE[). ]i J:::' (::l HI:::i i[ ~:::!Jili:?i;(iiJ:;:'.!:::"!']tlJH'.,J 'i::;'.r".F;"J'!!::l"! !:.:lhH),.."Cii:;i: '.¥hilit. j F"ii:::t'.? ii!?,lii!: :i~;t.H!!i:..it'!!ii:C:"i' 'T't]) ~-:',J::; I]]:i.:: i:::' '[ J.. ]] i'*,Jt'!i f'ti:::' f.:H'.,P.r~ '?.,.'ii!i;'T !~i]H !.,.! ]] 't HC!LJ'F :::" '.i :::i ]i i'.,{'!!! l:::'J!i; i] 'J" 70J",J I:::INE:, ~. t- I i:: , "rH il :!ii; [)l.:!?j:::!l:;('j'i','iiiii?.,! !' Ld ]! .j. {::::iiiil '::::i II::i:..Tji!i(]:'i "t'l 't J:::'j:;?Jil)tlii:i!ii(i]:J I'1" ] i]Y['i.--I!:!ili:;il !:;?jii!)];:!i t i[ i:;:~t:El'"ii:Eh,!T:!]:; i'"!!:::~"? !::ii:::'i:::'!.. '.,.L l::i;!:::'!:..iC: ii' J:::' (C:t:::l"!' ]i CH'.,itii!; i:::ii'.,!E:, i;ii:OJ'.,lli!!;"J'F;?.l .l(]i:"j" ]i CII'.,j [)][ I:::!(iiil:;?.!:::ti"lli~; I:::!!:;~:~!i ri'' ?ii .ii"'i Jl iii: ]i t:::'!:::li'''' ]i ''i ~'r J t i'"J D t!i!i F;i~ '!!i; 'T' t:::fi'''h') ! PLEASE REPLY TO ~ SIGNED DATE Redi~orm ~) 4S 469 Pely Pak (50 sets) 4P469 SIGNED ~ ~ SEND PARTS I AND 3 WITH CARBON INTACT. PART 3 WILL BE RETURNED WITH REPLY. July 12, 1977 2125 Alder Drive ~chorage, Alaska 99504 Subject= Permit %77378 Issued to Lot 10 Block I Huffman Subdivision dated May 16, 1977 Dea~Mr. Henderson= The permit issued upon request by Jack Morgan on the s~bject property was dane prior to exploration and conditions set for departmental approval per R & ~Engineering adequacy tests. A subsequent permit has been issued stating conditions which must be met before this department will approve the property for a lend~ng inst%tution requests. If there are any further questions, please contact this offiae at 27992511 extension 224 or 225. Les N. Buchholz, RcS. Sanitarian L~B/lJh LNB/lJh CC: Jack's Backhoe Service 8525 Pluto 99502 F::'IEI:;::H t 'T' I",tO. F:II:::' F::' L :1: I::::FII'.,I'T' I... 0 E: FI'I" I Ot",I L. E G F::I L. 'T'HE F;iIE:(.-".¢...t I F~:IEt) :E; t ;;i!:lE ELF:' "I"FtlE :i:.:;O I L F:tE:'.iii;Ed:;irPT I ON .:, T .: I E.i i I :"~;: 'THE:: L..IENG'T'FI [::, i I'"lli~::l'.,ti~ii; I [)l",t I Si; '?FIE L. Ei:I',,IEiTH ,:: t iq F't:.:i:ET ::, OF:' 'l"F.II:.:i: 'I"!:;~'.tEI'.,tCH OR DI:;:'.F::I I I'm,IF. I EL.D. 'THE DEF:"T'H OF' FI TF~::E:NCH OF~: F':["f' :l::!ii; TI...IIE [7.,I:~i!;'T'F:tI'-,tE:E: I::'i',E:'T'I.,.Ili.-::EN THE :~;LIF~:FF:ICIE OF::' THIE GI:;i:OUNI:::, F::~I'.,tI:::, Tt...II!.~: BEFI"TEd'"I OF:' THE: IE',:.::CFf,,,'FfT'ION ,::IN F:EE:'1"::,. 'T'HE:F;i:E: :[:5 t'.,IO :.:.'~;E3" P.ItE:,'T'H F'OR 'TF;;:EI",ICHE'-:~;. 'THE: Gt~'.FI',,,'EL. t:::,EF"T'H I:i!i; THE I"t:t:NIHUH DEPTH OF::' GRFf,,,'E:L. BETP.IEtiEN TI...IIE OI...rT'F'FIL. L. F::'IF::'E: F:iI'.,tI:::, THE EH::)TTEIH OF THE IE:,-::CFi',,,'F:t'T'IEtN ,::IN F:'EE'T'::,. liii:F:IE:I.<F' I I._L I t'.,tG 3F' FIl'.,t'.r' .'"; .'";'TIEt'I t.,.I t "f'HOU T F' :[ I",II:::IL t N'.E;F'ECT I EIt'.,I I:::I1",11) I I1" t P-.. t ... 'I'H I t:::,E:F:'F:IF;:'T'HENT I.,.IIL. L BE :::'!;UliiiLTqEC'T' TEl F:'I:;i:EC:~;tECU'T'IEd",I. t'"t I i",t t HUH I:::, I :!ii;"f'F:INC!E E:tE'T'I.4E:tEI'-,I F:I I.,.tlEL. I.... FIt'.,I[::, I::lt'-,t"r' Oi'.,f.~:i~i; :[ TIE :51EI.,.II:::IGE: f" I :~i.:;t:::'O'.i~;l::~t ...... ~., I I:.1 I :iii; ::i..t~!~lli) F::'EIE'T' F:'OF;i: F::I I::'1~:.1., th. t.,.IIELL. OF;i: ;::::ii'.~E~ I:::'E:E:T I:::'Ot;~: t::1 F'LtE~LIC I.,.tI:::.L.I ..... :!!i;F'IEE::I:F::'ICt::t'T'tON:ii; FIND :'"H'::'T't:~:' .'"'T'ION I 1'-,I I!.:.'; '1" I:::1 I... I.... I::I'T' I O t",t. J~n%e 20, 1977 Helen Noey 2600 Denali Street Anchorage, Alaska 99583 ~ub]ect: Lot l0 and ll Block 1 Huffman Subdivision Dear Ms. Noey: This department has reviewed the engineering report by R.& M A~%g~neering Consultants. The reco~enaed se~aeuce of repair-upgrade is as follows. ~%e ou~let of the septic tank and the solid pipe leading to the absorption area should be exposed and checked for bs~akage, plugs and elevations regarding the basement floor. Upon completion of the tank outlet, etc.~ o~e of the following procedures is referendum. (1) If broken or plugged pipes are noted, fha necessary repairs should be made and the e~isting field evaluated by an adequacy t~st as mentioned in former correspondence. From this data, the re~aired upgrade specifications of the existing abeorption area can be determined. (2) In the event no broken or plugged lines are notea ~nd tank outlet elevation is adequate for flow through~ then a soil test in the area proposed for a new absorption trench is required. The new soil test should resolve any question of ground water infiltration and allow a new, deeper absorptien trench. If there are any further questions~ please contact this office at 279-2511~ extension 224 or 225. Sincerely, Les N. Buchholz, Sanitarian " ~ GRE, ER ANCHORAGE AREA BO~.~lJgh DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT N ~* 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 ,,,s,,os^,. ^,,,,,,c^'r,o,,, MAILING ADDRESS PHONE INSTALLATION LOCATION ~:C~/~:' ~ ~ d~~c~'~ ~//< ~' 46s" '0 INSTALLATION OF: SEPTIC TANK SEEPAG PIT , DRAIN FIELD F,NANCED THROUGH '~ TO ~E INSTALLED "Y J~/c/C~- SOiL TEST RESULTS / L/~ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST 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. MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK . SEEPAGE PIT TO NEAREST LOT LINE. WELL ' DRAIN FIELD WATER MAIN TO DRAIN SEPTIC TANK, ., S~ TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT EXCAVATION 5 FEET INTO UNDI 4 INCH DIAMETER CAST IRI FITTED WITH AIRTIGHT GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARD]~ SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM PAGE PIT I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE July 12, 1977 R&M NO. 751192 Roderick Pugh SRA Box 230 Anchorage, Alaska 99507 Subject: Soil Investigation for Sanitary Sewer System, Lots 10 & 11, Block 1, Huffman Subdivision, Anchorage, Alaska Dear Mr. Pugh: At your request of July 8, 1977, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage, Department of Health and Environmental Protection. This investigation, which was accomplished on July 11, 1977, was conducted within a backhoe trench which had previously been excavated to a depth of 16 feet below the existing ground surface. The test location is shown in the attached Drawing A-01. All material exposed in the trench was monitored by an experienced engineering geologist. The soils encountered in the excavation 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 encount- ered at the test location. However, subsurface conditions may vary in other parts of the lot without any apparent surficial evidence of the change. Groundwater was not encountered. Bedrock was not encountered. At the time the hole was excavated seasonal frost was not present. Permafrost was not encountered. A test hole was excavated to a depth of 1' within the trench. The top of the test hole was appproximately 9' below the original ground surface. A percolation test was performed within the hole at the depth shown in the attached Table 1. All depths were measured from the top of the hole. The data in Table 1 show average infiltration from depths indicated to the bottom of the hole. The measured percolation rate was 66.6 minutes per inch. 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. July 12, 1977 Roderick Pugh Page -2- Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Staff Geologist SH/JMB/gld Jim McCaslin Brown, Ph.D. Head, Earth Science Department HOUSE Not to Scale 40' i30' T.H. lie IBackhoe Trench Distances shown are approximate and have not been measured by survey methods. 1"=3' SAND w/ SO~ GRAVEL, TRACE SILT (SW-SM) 0! SAND w/ SOME GRAVEL, SO~ SILT (SM) Brown 3I SILTY SAND w/ SOM~ GRAVEL (SM) Grey GRAVELLY SANDY SILT Grey -- L1.5' (~) 14' GRAVELLY SILTY SAND (SM) 16'T.D. This log represents subsurface soil conditions within the backhoe trench at the location shown. See pages B-01 and B-02 for explanation of symbols. CONSULTANTS, INC. TRENCH LOG AND LOCATION DIAGRAM RODERICK PUGH PROJ. NO 751192 SOILS CLASSIFICATION~ CONSISTENCY AND SYMBOLS CLASSIFICATION: Identification and classification of the soil is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size distribution determines classi6ication 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 mod{fief; 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 influenc& of such factors as soil structure, i.e. fissure systems, shrinkage cracks, slickensides, 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. Cohesionless N*(blows/ft) Relative Density Loose 0 - 10 0 to 40% Medium' Dense i0 - 30 40 to 70% Dense 30 - 60 70 to 90% Very Dense - 60 90 to 100%. *Standard Penetration "N": Blows per foot of a 140-pound hammer falling 30 inches on a 2-1nch OD split-spoon except where noted. 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 DRILLING SYMBOLS WO: Wash Out WD: WL: Water Level BCR: WCI: Wet Cave In ACR: DCh' 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 considered to ~epresent 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. R Engineering 5 Geological Consultants Inc. V ANCHORAGE "^,RG^NKS ALASKA JUN[AU DATE 3-1-72 ISCALE N/A 'OWN BY LDS GENERAL NOTES STANDARD SYMBOLS ORGANIC MATERIAL CLAY SILT SAND GRAVEL 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 B SANDY GRAVEL SILTY CLAY w/TR. SAND SAMPLER TYPE SYMBOLS St ..... 1.4" SPLIT Ss ..... 1.4" SPLIT SI ..... 2.5" SPLIT Sh ..... 2.5" SPLIT Sx ..... 2.0" SPLIT Sz ..... 1.4" SPLIT Sp ..... 2.5" SPLIT Hs ..... 1.4" SPLIT SPOON WITH 47# HAMMER SPOON WITH 140# HAMMER SPOON WITH 140-// HAMMER SPOON WITH 540# HAMMER SPOON WITH 140# HAMMER SPOON WITH 540// HAMMER SPOON, PUSHED SPOON DRIVEN WITH AIR HAMMER 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 HI ..... 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER NOTE', SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE SAMPLE DEPTH. TYPICAL BORING LOG BORING NUMBE, E,,-~,,T. H. 50- 15 DATE DRILLED--,~iO _ 2 I- 70 SAMPLER TYPE.~.Ss AFTER BORING WATER TABLES WHILE DRILLING'~' FROZEN Elev. 274.6 ,,--ELEI/A?/ON IN FEET Ss.,~- $AMPLEt~ TYPE All Samples 0~ ORGANIC- MATERIAL I' Consid. Visible Ice o'-T ICE+ML ICE -SILT Estimote 65% Visiblelce (~) 90, 56.2°/o,80.5pcf~, ML't' 7' ~ STRATA CHANGE SANDY SI LT ~APPROXIMATE STRATA CHANGE Little toNoVisibIe Ice I.'5L50' Vx..~ICE, DESC/:?IPTION El CLASS/F/CAT/ON (~ 72,571% , 85 9pcf, 28°, GP (CORPS OF ENGINEERS METHOD) Ss ~ % '~, ' ~. %. ~UN/F/ED OR FAA CLAES/F/CAT/ON ~ '~ '~ ~ --TEMPERATU,~E, °F \ x, ~ -- Dt~Y DENS/FY ~ \--WATEt? CONTENT ~~BLOWS/TOOT SAMPLE NUMBER SANDY GRAVEL 26' Cd 95 SCHIST "=--"' GENERAL/ZED SOIL OR ,~OCK DESCRIPTION LOCATION , 50 '----DRILL DEPTH ~ WEIGHTEO AVERAGE 4~ ADDITIONAL DATA AVAILABLE ON SUPPLEMENTAL /AB SHEETS ReM CONSULTANTS, INC. EXPLANATION OF SELECTED SYMBOLS o.~-E ~-,~-?~ IsoA-E NONE IDWN aY LDS Io,,~o ~Y GLB I""oJ. NO. GENERAL lc)we NO. B-02 TABLE 1 PERCOLATION TEST RODERICK PUGH R & M NO. 751192 TIME 9:30 9:31 9:32 9:33 9:34 9:35 9:36 9:37 9:38 9:39 9:40 9:45 9:50 9:55 10:00 10:10 10:20 10:30 ELAPSED TIME FEET FEET 0 .275 0 1 .275 0 2 .275 0 3 .275 0 4 .275 0 5 .275 0 6 .275 0 7 .275 0 8 .275 0 9 .275 0 10 .275 0 15 .3 .025 20 .3 0 25 .3 0 30 .3 0 40 .3 0 50 .325 .025 60 IV~-W DRILLING, Inc. P. O. Box 4-1728 · 2811 Dawson A C 907-279-1741 A/qCHORAGE, ALASKA 99500 Well Owner DRILLING LOG Use of Well Do~ Location (address of: Township, Range, Section, if known; or distance mnin road Size of casing 4 Depth of Hol- ~ == t'eet Cased to I ~A Peet Static water level Screen ( ) Describe screen or perf°ra n Well pumping test a~~ ~-~' ga]Ions per (hbiir) of drawdown f~om static level. Date of completion ft. Perforated ( (below) land surface. Finish of well (check one) open end ( ). (minute) for ] hours with 1'~'' NIUN[CIPALITY OF ANCHORAOE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION WELL LOG AUG o nn4 Depth in feet from ground surface TO TO TO .TO. Give details of formations penetrated, size of materi~) ~r~ul~ ~h~ess TO. ~ ~% TO .TO .TO .TO TO¸ MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH D'~pA~TMENT" OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1, General Information Application Date '~/~) /~ (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b> Applicants Name Co~ P ,%h Telephone - Home2'75' Business Applicants Address J~oj ['~o~A¢..~' ~D /~cGo~4~l.~ 4~ ~1~ (c) Applicant is (check one) Lending Institution ~ ;~/builder~; Buyer Other(=plain); (d) Lending Institution Tele?hone Address (e) Real Estate Co. & Agent Address Telephone (f) Mail the HAA to the following address: 2. ~7~e of Residence Single-Family,~. Number of Bedrooms 3. Water Supply- Individual Well~ Multi-Family Other (describe) Community~ Public~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal 0nsite ~ Public ~-~ Community ~-~ Holding Tank ! Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] Engineerin$ Firm Providing Inspections, Tests~ File Search, Data and Information As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that, based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regula- tions in effect on the date of this inspection. Name of Firm Telephone Address DHEP Approval ~ Approved for _ ~,~) ' bedrooms Approved ~ Disapproved Conditional Terms of Conditional Approval CAUTION THE MUNICIPALITY OF'ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL A~ND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK. (DHEP SEAL) RR4/ej/D18 [Page 2 of 2] 7-1 9-84 MUNICIPALITY OF ANCHOP~GE (MOA) HEALTH AU%~HORITY APPROVAL (FCA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAQE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION AU6 2 9 A. WELL DATA Well Classification ¢~'V~'J~ If A, B, Well Log P~esent ~/N) ~e~ Date _Co~, leted ~/~ Total ~p~ I~' Card ~ ~ I~-~ ~pth of G~outing Static Water ~1 ¢ ~ ~ ~ ~t At Casing ~ight ~ Gr~nd_ ~,J ' Sanit~y ~al on Casing ~) Elec~ical Wiring in ~n~it ~) yf~ ~ession ~nd ~l~ead ~~. ~p~ation Distance ~ ~11: To ~ptic~olding Ta~ ~ ~t ~ ~' ~/~jJ ; ~ ~joini~g ~ts +/~/. To ~a~st ~ of ~s~tion Field on ~' ~ ; ~ Adjoining Lot~/~/ To ~est Public ~r Line . ~ To 5~est Public ~r Clean~t~a~ole D~ To ~est ~r ~=vi~ Li~ on ~t D/~ Water S~le Colle~ed By ~ ~ ; ~t~ ~//~/~/. Water S~le Test ~sults /, . ~te Installed iO/~L~i I~0 No. Foundation ¢leanout ~N) Standpipes ~'~) Air-tight Caps~/N) Depression ove~ Tank (Y~ Date Last Pumped Pumping/Maintenance Contract on File (Y/N) ~//~ ; for /¢/~ ' Holding Tank High-Wate~r Alaln~ (__Y/N) ~3//~' Temporary Holding Tank Permit (Y/N)./J/~ .._ Separation Distances f~om Septic/Holding Tank: TO Water-Supply Well (~-' ~/~ To Building Foundation To P~operty Line d- I ~) ,'~- To water Main/Service Line $¢O ~.~L To Disposal Field ~-' To Stream, Pond, Lake, c~ Major D~ainage [Page 1 of 2] Ce De AU~ 2 9 ~ Soils Rating in Absorption St~tl ~) 1~ Type of SyStem DeSign Date In. tailed .... Width of Field , Square Feet of Absorption A~ea Depression over Field (Y~p Length of Field ~ ! ;~' ~' / Depth of Field · [q~ Standpipes P~esent ~/N) . ,',~,'.,~ _ Re.ults of Last Adequacy Test '7~ ,"2,.,D~:~ ,'- Separation Distance f~c~ Absorption ~e/ld: To ~ter-sup~ly ~ll I°~--~ To ~operty Li~ TO Building Foundation ~5'~ To Existing or Abandoned System cn Lot ~O' ; On Adjoining Lots To Wate~ Main/Service Line + ~/~6- To Cutbank( if p~esent) ~//~ To Stream/Pond/Lake/or Majo~ D~ainage Course, To D~iveway, Pa~king A~ea, or Vehicle Storage A~ea , ! J LIFT .STATION Date Installed Dimensions Size in Gallons ~ Ma _nh~) "PLuN2 On" Level at ~ . . __1~ "/P~ff" Level at High Water Alarm Level at ~)y Vent (Y/N) Tested for / Pumping Cycles ~ming Adequacy Test. -'M~ets MOA Electrical Code~/~.. C~nts / ** Check Permitted Bed~ocm Rating A~ainst HAA Request I certify that I have checked, verified, c~ ~onformed to all MOA HAA Guidelines in effect on the date of this inspection. Signed KB1/dS/s [Page 2 of 2] 2-15-84 ALASKA ENVIRONMEI ~1. CONTROL SERVe, ES. INC..,- 1200 West 33rd Avenue Suite B ANCHORAGE. ALASKA 99503 Pho~ ~76-1361 ALASKA I IiUIROFImt rITAL COFITROL Si I: uIC S, linC. I~nqineerinq g ~nuironmcntol Sludics JULY 13 1984 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION ROD PUGH 13801 FRONTAGE ROAD ANCHROAGE AK 99516 RF!£EIVED SELLER - JACK WHITE OD BUYER - SUBDIVISION - HUFFMAN ~EJDCK - 1 LOT - 10 & 11 ADEQUACY TEST FOR SEWER SYSTEM , ~,' ~ ~r~E OV ABSOmTZON S~S~ ZS A ~C~ WZ~a ~ ~ O¥~Q~. THE SYSTEM IS CAPABLE OF ACCEPTING 750 GALTONS OF WATER THE SURGE CAPACITY OF THE SYSTEM IS 1695 GAT,TONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 5 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED 0N6/28/83 . FLOW TEST ON WF~,T, THE W]~,T, FLCT, N' RATE WAS 6.4 GPM FOR 4 HOURS. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLL~4E OF 1500 IS ADEQIJATE FOR THIS 5 B~DROOM HOUSE. DEPT. OFENVIRONMENTALCONSERVATION SOUTHCENTRAL REGIONAL OFFICE 437 "E" STREET, SUITE 200 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR Telephone: Address: 274-2533 July 20, 1984 Alaska Environmental Control Services, Inc. 1200 W. 33rd Avenue, Suite B Anchorage, Alaska 99503 Dear Sir: Subject: Waiver Horizontal Separation between a Private Well and Leach System (8521-WA-014) The Department has reviewed the subject waiver request and cannot grant the waiver because it was not clearly shown that the lesser separation would not contaminate the well. Si ncerely, Bruce E. Erickson Environmental Engineer BEE/msm ALASKA I IiUIROFImI rlTAL COl/TIrOL SE[quICeS, linC. July 30, 1984 Frank Wfl]i~ of the Jack White Company 3201 C Street, Suite 100 Anchorage, ~la~ka 99503 Attn: Rod Pugh A4UNICIPAL1TY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION Subjec~ Huffman Subdiv{~{on Lot 10 & 11 ~lock 1 AUG Dear Mr. Pugh, ~N~r~a~nC~l V E D we wrote a request for a waiver of the w~ll to absorption ~ se the Alaska Department of Environmental Conservation, (ADEC) on July 20. We have received a reply to our reques~ ADEC has not granted the waiver because they are not convinced the le~er separation would not contamination the w~lL Therefore, you must move that portion; 21 feet, which encroached in the 100 foot well radius. We recommend you accomplish the f~llowing: (See a~ached diagram) 1. Remove that portion (21 feet) of the trench which ~s ins~e the 100' well radius (ye/Low). 2. Add 21 feet of trench to the exi~g trench at either point "A", "B", or "C" ~red). If the buyers d~-ffres to add 25' of trench for the future use, they can do ~ at either point "A", "B", or "C" (green). hen the 21 feet i~ removed from the exi~g trench, the following should be accomplished: 1. Have an inspector on-site or previously to stake the 100' foot point. TbJs will be determined by exact measurement and the 1st c/o must be beyond thJs point. 2. Di~ up the perforated pipe and gravel in the trench and remove. 3. BackHll abandoned trench area with soil with poor permeabik'ty and run stolid PVC through the area from the septic ~ank to the trench c/o. 4. A new as-built submitted by the inspector with the new Health Authority Application will clear any bnld~: The DHEP will then release the Health Authority. Even through the septic tank i~ 1~ than 100 feet from the w~]: it nc~ not be moved. It's ins~allat/on in 1972 was in accordance with exJsting codes and thus, continues to be legal The trench upgrade in 1977 did not meet the codes in effect at that time which i~ why it must be moved. 1200 UJesl 33rd /~uenue. Suil¢ [~, Anchordqe. Aloska 99503.(907) 561-50z10 If you have any questions or if we can be of any further a-~.~rance, please feel free to contact us. Sincerely Ronald E. Godden Environmental Engineer HE:~ICAL & GEOLOGICAL LABORATORIES oF ALASKA, INC. Drinking water Analysis Report for Total Coliform Bacteria TO BE COMPLETED I~Y'WATER SUPPLIER WATER SYSTEM: 12c::o City SAMPLE DATE: Mo. Day D~Routlne [] Check Sample (for routine sampl, ' ~vlth lab ref. no. [] Special Purpose SAMPLE NO. LOCATION 4 I I.D. NO. Phone No. State Year Zip C~ ) [] T~r, eated Water ' [~.,Ontreated Water Time Collected Collected By TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: t at!sfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results, Please send new sar~ple via special delivery mail. Date' Received C//,. ~. O -- ~7 ~ Tim~" Received /~"~ Anal'!tical Method: E] Fermentation Tube {~, Membrane Filter Lab Ref. No. Result* Analyst j FT-1 *[o of colonies/100 mi or NO o! Positive portions. 06-1220 (b) Rev, '197a BACTERIOLOGICAL WATER ANALYSIS RECORD READ INSTRUCTIONS BEFORE COLLECTING SAMPLE 24 Hours 48 Hours ' ' EMB_ Broth 24 hours: Broth 48 bourse. Multiple Tube Report= Membr&ne Filter: Direct Count Verification: LTB_ .Coliform/100mi Collf0~m/! OOml T,..., /,3-C2~C3 '-"'- APPLI(~NT FILLS OUT UPPER HA;~--~' ONLY Property. Owner /;~(~? ~) ~:;,,~ /{~ /~ //Y~, ~-~ ,~)~.~- ~ t~ ~ ~L~ ~/~ Phone Buyer Address Zip Code Phone Lendingtnstitution ~'~ /7/ ~t~/~ Address Zip Code Realty Co. & A~nt ~ ~,~) S~-~ ~,~ ~ I( ~ ~ O~J ~-~C~' Phone Address ~t~9 t ~ 0~/~ Zip Code Legal Description ~~ ~t~ Street Locat,~ ~O~ /O ~ ~t Ty~ ~esi~nce ~ingle Family ~ Multiple Family No. of Bedrooms ~ Other Water Supply ~dividual A~ACH WELL LOG. A w~l Icg is required for all wells drilled since June 1975. ~ Community For wells drilled prior to that date, give well depth (attach log if available). ~ Public Utility Sewer Disposal ~-lndividual Year Individual Installed: ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED. Time Time Time Time Date Date Date Dat~_ ~¢)- Insp~tor Insp~tor Insp~tor Insp~tor ML NICIPALI~ OF ANCHORAG~ ENVIRONMENTAL PROTECTION ., ~~~c. JUN ~ '7 R[CEiVEB ( ) DISAPPROVED ( DATE ) CO~A~~ BY: Soils Rating Date ~wer Installed Well To Absorption Area Well Log Received Well to Tank Septic T~k Size ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) ~' 6218 Quinhagak Street ANCHORAGE, ALASKA 99507 Phone 344-0114 CUSTOMER'S OROER NO. / PHONE DATE . CHEMICAL & G~ LOGICAL LABORATORIES" ~ ALASKA, INC.~ ,~' . T;LEP~DN E (907) 562-2343 ANCHORAGE IN DUSTRIAL ~ENTER ~'~'~ Drinking ~v~hter Analysis Report for Total ColifOrm Bacteria TO BE COMPLETED BY WATER SUPPLIER WATER SYSTEM: Water System Name NO. Mailing Address City State Zip Code MO. Day SAMPLE TYPE: [] Routine [] Check Sample (for routine with lab ref. no. [] Special Purpose SAMPLE NO, LOCATION I L, /O ~ 2 4 YeBr TO BE COMPLETED BY LABORATORY Analysis shows tn~s Water SAMPLE to be: ~,~,atisfactory [] Unsatisfactory [] $'ampm Too long m transit; sample should not De over 48 hours old at examination [o ~ndicate reliable results. Please send new sam Die. Date Received Time Received Atmlytlcal Method: Fermentation Tube ~embrane Filter Result* Analyst I rTq READ INSTRUCTIONS BEFORE COLLECTING SAMPLE 06~1220 (t)) Rev. 1978 Date Collect ~:1. Source Time ReCeive0 Lev,. NO. Presumptive 10mi 10mi 10m~'h 10mi 10mi 1.0mi 0.1mi 24 Hours 48 Hours Conflrrrmtory I 24 Houri I 48 Hours '- EMB Broth 24 hours: Broth 48 hours: Multiple TUDe ReDort: . 10mi Tut)es Polltlvl/Totel Z0ml Po~tlmll Membrane Filter: Direct Count Collform/100ml Verification= LTB BGB Fin'l Membr'n' F~ll~'r R'SUItS '/~' ? ~ F~°rm/tOOm. #1: Time Date OF HEALTH AND ENVIRONMEN-~ L Street, Anchorage, Alaska 279-2511, ext. 224 or 225 PROTECTION ^, May" 19, 1977 #2: Time %3: Date Insp Time Date Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER ~ACILITIEo e Lending Institution Request: Mailing Address: Property Owner: Mailing Address: Alaska Bank of Commerce Pouch 7012 99510 Roderick M/Maxie E. Pugh Star Route A Box 230 99507 3. Legal Description: Lots 10 and 11 Block 1 Huffman Subdivision 4: Single Family Residence: ( Multiple Family Residence: Number of Bedrooms: 5 Number of Bedrooms: Well System: Permit # Construction Individual Well (x~ Community/Public System ( ) Depth of Well Well Log on File ( ) Bacterial Analysis Sewage Disposal System: Permit # Septic Tank Size Absorption Area On-site System ~ Public Utility ( ) Installed Installer Manufacturer Soils Rate Material Distances: Well to Septic Tank to Sewer Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area MUNICIPALITY OF ANCHORAGE LtF'~ ~.:~ ^~,- , DEPARTMENT OF ENVIRONMENTAL QUALITY 'D(~PT, 0~: H,'Lh i ~'~ 3330 "C" Street, Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: 2. Property Owner: Mailing Address: SRA 3. Name of Buyer: n/a Mailing Address: 4. Name of Lending Institution: CMRO VA FHA Roderiak M. & Maxie E. Pugh Box 230 Anchorage, Ak[995~7ayPhone272-0462 Alaska Bank of Commerce Day Phone Mailing Address: Pouch 7012 Anchorage. Ak. Name of Realtor or Agent: *Skyway Realty - Listing Mailing Address: *3202 Spenard Rd. Anch., Ak. 9951O Phone 279-5641, ext 317 Admiral Realty - Selling Phone 274-8561 6. Legal Description: Lots 10 & 11, Block 1, Huff man S?D Location: NHN Service Rd. Anchorage, Ak. 7. Type of Facility to be inspected: Single Familv Residence 'No. Bdrms. 5 8. Water Supply Type of Supply: Public Utility Individual XX 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 (on-site) XX EQ-037 (1/74) 'Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 10 and 11 Block 1 Huffman Subdivision Comments: Affadavit Attached: ( ) Letter Attached: ( Approved: Date: Disapproved: Date: Department Worksheet: Alas~ ~ank of Co~neroe Pouch 7-012 Anchorage, Alaska 99510 Attention= Carolyn Barrera Subject: Lots 10 and 1i Block i Huff~ ~ubdivision On May 24, 1977, this department at the request of Alaska Bank of Commerce ~spected the subject property regarding the sewer and water facilities. The sewer system must be tested for adequacy. This type of test is conducted by R & ~ ~ngineering, Post Office Box 6087 Anchorage, Alaska 99502. Upon requesting the test fro~ R & M ~ngineering, be sure and explaint the type of test desired **£for an existing drainfield sewer syste~. A similar test conducted by R & M~ngineering recently was listed ~nder the ~653137. If there are any further questions, please contact this office at 279-2511, extension 224 or 225. Les N. Buchholz, R.$. Sanitarian mB/lib Star Route A Box 230 Anchorage, Alaska 99507 06~1220(~ ,L R~v. 1973TM ., --; ~.,, -'? DATE ~rAql~ ~t~E NT oF ~EALTH AND SOCIAL SL LES 'DIVISION OF~UB[IC HEALTH INDIVIDUAL ~ND SEMI-PUBLIC BACTE~'RIOLOG ICA[ WATER ANALYSIS JNDIVOUAL E~---~''' SEMbPUBLIC [] CHI4~)RINE RESIDUAL PPM REPORT RESULTS,T©, COMPLETE,THIS SECTION , ONLY !F WATER IS AN INDIVIDUAESUPPLY SAMPLE COLLECTED ~, ~'. f.:)~ " ~ Other JUst) " We ~ DL] ~ Driven ~ Drilled ¢~ ~ Bored Dug WellorC sternConstrucnor ¢ .:~,, .:~2%,~ ,.., - kal II ~ W~a ~ Concrele ,~'~O~qT' ', ~'Tile ~ Brickor Top -- ~ Wood ~ Concret¢~;~, ;~- .~,.:.~er~.: . ~ Open Top Concrete LOCAT[ION: ~ n Basement ":~: ~ent Offset~ ~ Under Ho~se' , F~eid Fee~ Pd ' F~} " ' .¢"~eet R~tv! ~' Feet. Other Possib~e / MATERIAL: 8uHamg Sewer ~ Cast Iron ~ZWoo~ ~-ue~'-~ Fibre ~ Asbestos GENERAL: Docs Water Become Mudov or Discolored~ When? []. Yes ~ No Diameter of Well Deprn Feet Wel CosinE _ength of Water DeDrn Dro[~ P ge gffset in From Bottom In Utiu4, PUMP LOCATION [] n Wel [] ]asemenT [] '~ Basement [] RoanS' Dn ToD []OfWel ~_ Other LOD No. OFFICE Ana .s~s mows rnls Water SAMPLE to be: [] Sansfactor [] Unsatisfactor SANITARIAN'S REMARKS PURPOSE OF EXAMINATION tllness SusPected? New Source of Su[)olv? [] Yes READ NSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE [] Nc [] res [] No ReomrstoSvstem? [] Yes [] No .Signature 06-1220 lb) Rev 1973 BACTERIOLOGICAL WATER ANALYS IS'RECORD orr Lactose Broth ? 1Oct lOcc 1Oct lOcc 1Oct 1 Oct 1.0cc 24 Hours Brill ant Green 24 Hours 48 Hours EMB ~,GAR _actose Broff 24 hfs 48 ~)rs, Groin's stain Coliform Densd Most orobable No. per 1 MF Results June 10, 1977 R & M No. 751515 Helen Noey 2600 Denali Anchorage, Alaska 99503 Re: Septic System Flow Test Lots 10 & 11, Block 1, Huffman Subdivision Anchorage, Alaska Dear Ms. Noey: On June 9, 1977, at your request, we conducted a test of the sanitary sewer system on the above described lot. The following table represents the level of liquid in the tank. The liquid level was measured from the top of the standpipe. The meter used during the test was a Rockwell 5/8" standard water meter which had been calibrated by R & M Consultants, Inc. SUMMARY OF MEASUREMENTS Time Level of Liquid Meter Reading in Septic Tank in Gallons Remarks 0:00 7.57' 4383.2 (Initial) Fill Storage. 2:25 5.92' 5108.1 724.9 gallons. 2:35 5.92' 5108.1 Measure Drop. 2:50 5.75' 5183.2 2:56 5.69' 5208.2 Water entering drain in basement. 3:36 5.75' 5208.2 Begin test. 3:50 5.75' 5208.2 (Final) End test 25 gallons in 40 minutes (0.625). The bottom of the tank is 9.95 feet below the top of the standpipe. ANCHORAGE FAIRBANKS JUNEAU VALDEZ WA$1LLA June 16, 1977 Ms. Noey: Page -2- It is our understanding, based on discussions with you and with the homeowners, that the septic system on the subject lot was designed for a three-bedroom house. The house has since been enlarged to five bedrooms, and there have been extensive problems with the system. To prevent water from entering the basement, the tank has been pumped on the average of once every four days since the current owners moved in, a period of over one month. The tank had been pumped two days prior to the test. The degree of saturation of the leach field at the time of the test is unknown. Assuming the five bedroom residence on the lot will house ten people, the average load on the disposal system can be expected to be 750 gallons per day. The system accepted 25 gallons in 40 minutes or .625 gallons per minute during the test. It is obvious that the septic system is not performing in an acceptable manner. The problems with the system may be caused by one or more of the following situations: 1. The system appears to have a very low surge capacity. The basement floor drain is 5.69' below the top of the standpipe. It appears that the outlet level of the tank is between 5.92' and 5.75' or only slightly below the basement floor. 2. The outlet pipe may be plugged or broken. 3. The leach field capacity may be inadequate, causing the field to be saturated to the point where it is accepting very little water. We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or this letter. Very truly yours, ~Step~inie Hoag S~aff Geologist SH:JMB/sl Jim McCaslin Brown, PhD. Head, Earth Science Dept.