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Home My WebLink AboutBIRCH TREE ESTATES BLK 1 LT 9 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE [] NEW (~klPGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCATION Well Absorption area I DISTANCE TO: ] I- Z I Manufacturer ~ [Liq. capacity in gallons IF HOMEMADE: [ Inside length ~, ~ ~ DISTANCE TO: Well HO(~..0...',I Dwelling.~ mO--~ Manufacturer A ~1 ¢--,~ 0."~ ;~. J I~ I ] Well ~' Foundation ~'- IDISTANCE TO: -I" ;E I No. ofhnes ILength of eachhne Total length of lines 1- Top of tde to flmsh grade Material beneath tile Width Depth ,~1- I Type of crib ~ Crib depth u~ DISTANCE TO: Well Building foundation IClass Depth Driller I ~ TO: Budding foundation Sewer line NO. OFBEDROOMS Dwelling PERMIT NO.~ Material No. of compartments Width Liquid depth Material Nearest lot line Trench width inches inches PERMIT NO. C~.~- ~ z~ ~ ~. Liquid capac,~Lty in gallons PERMIT NO. Distance between lines Total effective absorption area PERMIT NO. Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Septic tank Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER ~ ,4rm~,,~ EX B ~- - O':hi REMARKS APPROVED DATE LEGAL 72-013 (Rev. 3/78) ' DE:F'AR'T'MEN"I" OF HEAI_.'TH AND L:..NVIRONMENTAI_ F'ROTECTION 825 L. S'T'REE]"~ ANCH[)RAC~E~ AK 9950 1 264-4720 F"'EF~MI'T NO: 850447 HOLDING T'ANI< I)ATE ISSUED: 07/;26/85 AF'PL. I CAI',I'T: ADDRESS: CONTACT PHONE: S'T'EPHEN HALE :1.4401= BUFFALO S'TREET ANCHORAGE:., AK: 99516 :'"~45- 4188 I_EGAL. DESCR I F': L.O T S I Z E: SLIBDI vi SI ON: BIRCH TREE ESTATES SECTION:..54 TOWNSHIP: 12N 21475 (SQ. FT. OR ACRES) LOT: 9 BL.C)CI<: :L RANGE.-'.: I certify that: 1. I am familiar with the requirements for' on-site sewers and wells as set. forth by the Municipality of Anchorage (MOA) and the State of Alaska; .2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. :.'.';. I will adher, e t.o al). MOA and State of Alaska ~equirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. IF:' A LIF'I" STATION IS INS'T'ALLED IN AN AREA COVERED BY MOA BUll_DING CODES, THEN (1) AN ELE[]TRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUIL.]"S WILl_ NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL. WORK MUST BE DONE BY A LICENSED ELECTRICIAN. AF:'I'":'I.... I (]ANT: STEPHEN HAL. E: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONIVIENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME lPHONE LOCATION NO. OF BEDROOMS ~ell I AbsorPtion area Dwelling PERMIT NO. DISTANCE TO: ~ Z Manufacturer ~ ~ Material No. of compartments Li~c~ in gallons, IF HOMEMADE: Inside length ~ ~' DISTANCE TO: We,l~ I ~ Dwelling PERMITNO. * ~el, FounOatio~, Nearest lot line ~ PERMIT NO'~ G ~ DISTANCE TO', ~* eg~;h Total length~;~ Tr~h~iOth Distance between lines _ ~ ~ ~ TOppf~t. to~Gish~ L~grade ~ ~lt ~ ~ Material beneath tile ~ ~ Otl inches Total effective Length Width Depth PERMIT NO. . Typeofcrib Crib~te . Cribdepth Totaleffectiveabsorptionarea m Well~ ~1 Building foundation Nearest lot line ~ DISTANCE TO: ~~ass~~ Depth Driller Distance to lot line PERMIT NO. ~ ~D, ~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS O INSTALLER REMARKS 72-013 (Rev. 3/78) LOCFI'i' L.E',C~Flt "t"'¢PE OF' SO I L. FIBSORBT]; I:t1'.,~ SY'.:.,"f'EM I S: 'T'REI"4C:H HFI',:.::IHUH NUHBER OF 8EI)F.'.OOMS =: "::-': $O I L. RR"I- I NG (: :5L.::.! F'T',/'SR ):= :l..SE~ "f'HE REC-:!U ]: RED :::.; I ZE OF "['HE :50 ]: L FIEr.2;OF.':F'T T ON '.E;'¢:E;TEH ~. S ' IE::, E:: F:' 1- H ==: "'9 L_ E ~'-,11C3i 1"' H == 4 ,=::; #3ii tF~.". R ",,-' E.E L~ TFIE: LEI'.,IGTH [::, :[ HEN':; ]: ON ];. '.=J TF E LENGTH ,:: ]: I"4 FEET ::, OF '1"HE T~"EI'~E'_:H OF.'. I)RI::I:[ NF :1: EL.I::,. 'T'HE: E:,E:F'TH OF R TRENCH OR F]:'T' :['-:~; T,H,E r..:,]::STFII'.~E:[:.: E:E3"t.,.IEF~N 'T,~..: SUF.:FFtC::E OF 'T'HE THE BC)TTOH OF THE: EXC:FI,,, Ft"l" ]: ON ,:: ]: 1'.4 F'.F..:.I~i:'I" ::,. A1'.,l[::, THEF.:E .~.:.' NO SET I.,.I:I:[::,TH F(;)F.: 'TRENCHE:E;. / THE: GF~::Fl v EL. [::,EF'TH :[ S THE I"'1 ]: 1'.4 :[ HUH I.".:,E:F TH OF GF.:R,,, E:L~ BE"¢kI.~EE1'.,I THE OUTF'RL.I .... F' :t: F'E tF~.". E: u;;;;::.,. IL~ ]1 IF=~:. I1~:: lC:, ::~= [:C F" '"iF' 7il:: C:: T' FI ~"-.I II-'--::: .3[.:.'L' ::L :'""""'-'-"":::" '::: :;::':..'. ::'.": '"~,...~: ~' '~-: c:'",- .,: ,:~",,-~.,,,-,~? ~ ,,,~':': ~: ~i,¢~,:::~,::F' :[ LL ~1'.4,:~ ,::,F' Fl1'.4, S, STE:r.~ ~.4 :[ THO, UT..E ;?! b:. :r. ~'.~:5[ i~::,: z,:,.4 FIN[::, FIF'F'~:,:::,,,, Fl[.. E,,. ']"la ]: :.:.i; L.,I:.F'HF:. I PIENI I.,4 :[ LL BE :,UE,...TEL. I 1 U F F..U...,EL..U .~ UN.k "r' O N- S ]: T E '5 E b.I Fl G E [::' FOF.: Fl F'UE~I...]:C I.,.IEL. L. .J F..'1"4 E [:, TO THE: DEF'RF.:THEI",IT I.,.I]:TH:I:N H :[ 1"4 ]: HUH E:' ]: E;'I"FtNCE B,E"I"bJE:EN FI CELL. RN[::, Fir :LE,;i.~ F'EE:T F'('/I;? Fl F'F.::[vFlTE 1.4E:L.L.\Of4: ;;!:~:.:~(:.~ FEE I.,.IELL I...C.)C~iE; FIFi:E F.:EC.:¢J]:F. tEI)FtI'-4[::, I"¥'.~T'I" BE: I~:E"r OF 'T'HE 1.4EI._L. COHF'L..ET]:ON. % , 'L:,F'E(:: ]: F ]: CFI'T'I ONS I::11'.,11::, C:ONSTF. tlJCI' I r_'~,:,% [: I RGRFI ]: NE;'T'FILL. I:::I'T' ]: 01'.,I. -......~_._.~ ,1S FIRE Fi',,,'RtL..FiBLE TO I I'.~'.".:;L.IF~:[!.: F'I;.:OF'EF: ]: CtEt:;."."I" I F'"r' "l"l--IR"r' ::L: :[ F:ll'"l F'FIHIL]:FIFi: t,JII"H THE: RE(i:!UIRE:MEN'I"S FOR ON-SITE: E..:EI.,JERS Fihll:::, 14ELI....:E; FIE; :E;E:"f' F'OF~:TH B'¢ THE HLII'.,I I C I PRL.. I T'.r' OF' FiNCHOF.'.FIGE. 2: ]: I.,.I ILL I I'.,ISTFII..J.. THE '.::,'¢'.::;TEH I N FICC:OF:'.[:,f:IhlC:E I.,-I ]: "EH THE CO[:,E:F:;. 3:: ]: UI'-,I[:,EF:'.'.:.i;TF~N[:, TF'IFIT ]"HE ON-:.'.:.;ITE '.:SE:WEF.: S"r".:STE:H I"IFfT' F::EE:!U:[F;..'E: EI",IL. FIF.'.C4EHE:I",I'I" :I:F' 'T'HI.'.:.: I;.':E:~:.:;]:[:'EI",tCE ZEE; F.:EHO[::'ELE[::' 'TO ]'1". ,IE,;~.UF:'E i"IC:~F~tE THFlN ::.~: BEI::,F;.:OOH'.E:. fei: :1: GNE:D: ""- :~"'-'~::~'"'~F:'~'L...~ I.'~2~''''~i''':rlrl ~! ............................................... ................... .......... .... ~,,, - -- November 22~ ~977 #76893 ~oe ~. Bi-~ant Star Roule ~ Box 293 Anchorage, Alaska 99507 Subject: Permit ~xpiration Dear Mr. Bryant A permit issued by this department for well and/or on-site sewer installation on Lot 9 Block 1 Birah Tree Estates SutKtivision has expired since the issue ~late exceeds one (1) year. In the~ityou still plan to install ~he well and/or on-site sewer system, a new permit is required. The original soil test may be used to obtain a current permit. If the well has been drilled, a well log should be sent to this department to document the installation date. If you have any questions regarding the above matter, please do not hesitate to contact this office immediately at 264-4720. Sincerely, Les N. Buchholz, R. So Sanitarian ALASKA eiiUII OFIITleFITAL COFITROL IFIC. ~nqineerincI $ ~nuironm~nlol $1ucli~s July 19, 1985 Steven Hale 14401 Buffalo Street Anchorage, Alaska 99516 Dear Mr. Hale: I have included the soils reports for your lot. Lot 9 Block 1 Birch Tree Estates Subdivision. These are sheets 1 thru 9. Also included is a report by Steven Cords, Civil Engineer and the attached soil log. BACKGROUND On June 4, 1985 Lynn ordered an Adequacy Test, Health A~uthority and Well Flow Test for the property that you were in the process of selling. The adequacy test was run on June 11, 1985. Gwen Turner, am employee of AECS noted that the water in the standpipe seemed to be abnormally.high. She started to run the test and the system absorbed the required amount of water indicating that it was adequate. Because of the height of the water level in the standpipe she came to my office and discussed the problem with me. Based upon the soils test run by R & M Engineering it would appear that the system was in a very good gravel. The data indicated that possibly groundwater was flowing from the East through a gravel layer and flooding the sewer system. It did not indicate that · the system was installed in exceptionally tight soils. After discussing the potential problem with Mrs. Hale, we asked that a backhoe be brought in and dig a test hole behind the garage to see if water would be flowing from that direction, toward the system. This ~)uld be from East to West. The backhoe hole was dug and the soils indicated that theze was a poorly graded gravel seam between 9 and 10 feet that had water. A percolation test was not run at that time as we were more concerned with a curtain drain. A monitor tube was placed in the test hole and on June 21, 1985 the water level stood at 4 foot below the ground surface. This would place this water level below the water level in the sewer system. This information is shown on sheet 9 of 9 of the attached soil test packet. After further discussion with you, we decided maybe we should check the possibility of water coming in from the road or from the drainage ditch located south of the property. Steven Cords obtained some Rhodamine dye and placed it in the ditch. Several days later we pulled a sample of water from the standpipe at the end of the system. We ran it through a spectrophotometer to see if we could find a flourescence in the water which would indicate that the water was leaking from the ditch to the system. The test proved negative, indicating that surface water was not flowing into the system. The two test ruled out the possibility that ground water or surface water was flowing into the system. On July 8, 1985 Steve Cords and I visited the site and Lou Caputo from DeArmoun Excavating dug a test hole just to the East and approximately 1200 UJcst 33rd Aucnu¢. $ui~¢ B. Anchoraq¢ Alaska 99503 , (907) 561-5040 10 feet from the existing sewer system. This soil test is attached to the report prepared by Steven Cords. The soils encountered were a sand seam on top of the peat layer. The peat extended to the approximately 2 feet and contained logs and roots. There was water flowing out of this layer. From 2 to 6 feet was a silty sand with red and grey layers very tight, w{th occassional small sand seams. Between 6 and 7 feet there was water coming out of a layer which appeared to be sand or silty sand and then from 7 to 12 feet there was a silty sandy gravel, dry and brown. All layers of soil with the exception of sand seam with the water coming in were quite dry. When water was coming in at the top of the hole and we noted that the water level in system dropped several inches. There was one gravel seam at the bottom of the test hole but this was a very insignificant small seam that did have some water coming in. The soils were very tight and difficult to dig. When crushed in the hand it appeared to be a sandy gravel with slight amounts of silt. It would appear that the way the soils were formed that the sizes of the particles were ideally matched and formed a nearly impermeable soil. If the soil were of the quality indicated in the original soils test done by R & M, we would have expected the water running through the sand and out of the trench into the test hole. This was not found as the soils were very dry. Most of the water was flowing out of the peat layer which contained roots and tree logs and in several small seams. We then went to the first test hole AECS had done to determine the water level. We dug a bench and tried to perc the upper strata of mottled red and blue soils. This perc test failed. This indicated that the only possibility to put a new system in this area would be to excavate to the gravel seam at the bottom of the original test hole and then back fill with sand to the surface and build a mound system. However, the Municipal Regulations indicate that 2 foot of dry permeable soil must be above a water bearing soil before a sewer system can be installed. Because of the remote possibility of finding additional soils on the lot, I approached Robbie Robinson, Department of Health and Human Services with the idea or possibility that this regulation could be waivered and a system installed. He ind{cated that a waiver could not be obtained and that a holding tank would be the only feasible solution in this case. We talked to you and the attorney and we decided to drill a series of test holes to see if there were any possibilities of getting an on-site system beyond or within the 100 foot radius of the well. If we could find acceptable soils, then the well could be plugged with concrete and a new well drilled at another location on the lot. The logs and the percolation tests are enclosed. No acceptable soils were found that would allow an on-site system to be installed on another area in this property. Also, during the course of the study it appears that the system was installed over a per{od of several years. The first inspection was done by Les Buchholz and a second inspection was done by Hank Allers. Also, the front page of the Health Authority issued in October 1980 indicates that the system was installed in 1979 but in reality it was installed in August 1978 per the inspection. There should have been an adequacy test performed on the system before the house was sold to you. Also, the Muncipal file indicates that ATC Enterprises delivered seven loads of sewer rock to that job. The normal dump truck carries approximately i0 yards of gravel in a load. This would indicated that somewhere in the neighborhood of 70 cubic yards of sewer rock were delivered to the site. Looking at the dimensions of the trench as it was inspected, this would indicate that approximately 30 yards would have filled this trench. You indicated to me that your neighbor to the South thought that there might be an additional trench installed on that property. This is not shown in the Health Department records. However, the circumstantial evidence points toward that an expansion of the existing system was done. We looked at the gravel in your driveway. There is a small quantity of sewer rock there but it is not over the quantity in what one would leave behind after good cleanup. CON,CLUSIONS There are two possible solutions to the problem with the on-site sewer system on this lot. The first would be to install a 2000 gallon holding tank down stream of the existing septic tank using a Tee connection. The existing on-site system would be allowed to remain and treat what waste it could. The holding tank would take the excess flows above that which the soils will accept. Periodically the holding tank could be pumPed by a contract pumper. This would allow the existing system to continue to work to some degree but to lower the level of water in the septic tank so that the baffle will properly collect the floatable materials. Before this is done the system should be treated with a dye to see if it daylights anywhere on the lot or in the road ditches. If it shows, this idea is invalid. A holding tank would then replace the septic tank. If the field completely fails then the line could be cut off. from the tank to the field and the system converted to a holding tank system. If you have any questions, please let me know. -~eroy~. Reid Jr'., PhD, PE Pres~ent ALASKA FIUIROFIFIleF/TAL COFITROL SeRUICES, IF/C. I~nqineerinq $ I~noironrnenlol $1udies July 9, 1985 Report on Lot 9, Block 1BirchTree Estates Steven & Lynn Hale July 8, 1985 The site was visited by Leroy C. Reid, Jr. & Steven F. Cords of AECS, Inc. The excavator, Lou Caputo of DeArmoun 'Excavating, was already on-site. Two exploratory holes were excavated to determine the source of water problems that are suspected to be forcing the sewer system to function far below optimum levels. Two soils logs and perc test are included as part of this report. Test Hole #1: This hole was excavated to 12 feet. Water was observed flowing in the organic layer of filled soil that contains logs and roots. The flow rate was such that in a few minutes the liquid level in the trench had dropped nearly 3 inches. At a 7 feet depth, water was observed flowing in a gravel seam. Test Hole #2: This hole was excavated at a point 10 feet east of a test hole performed June 14, 1985 by AECS, Inc. This second testhole confirmed the findings recorded in th~ June 14, 1985 log. A bench was excavated at the 3 feet depth and a percolation test was performed between 3 and 4 feet. Two 10 minute trials were performed in a 12 inch diameter hole. The soils proved to be technically impervious, i.e. the perc rate was greater than allowed by the.government regulations. Further con~nents should include that the area in which the system was placed does not have properly rated soils. The location of the original test hole is not available at this time. The original inspection was performed by Les Buchholz of DHHS. Mr. Caputo lives in this area and visited the site while the system was being installed. He stated that the system was full of water and that it was pumped before the installation was inspected. Report for the record by: Civil Engineer 1200 Wesl 33rd Auenue, Suite [3 · Ancl~oroq¢, Alosko 99503,,(907) 561-5040 SOl 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 PERFORMED FOR: LEGAL DESCRIPTION: SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 WAS GROUND WATER ./' S ENCOUNTERED? u' L O P IF'YES, AT WHAT t E DEPTH? 1 12 13 DEPTH 14 15 16 17 18 19 20 Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN COMMENTS ,~ AZT'ACi4~ ~'m--'7~,*~7- PERFORMED BY: L, I~-~D /~'~ CO~'~B CERTIFIED BY: FT AND ~ FT 72-008 (6/79) SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERCOLATION TEST 2 -'4 7 8 11 12 13 15 16 17 18 19 20 SITE PLAN 6J WASiGROUND WATER S P g'~ ~'~F~ ~"13~k~_~ [ IF YES, AT WHAT ! ! E Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE '~ (-~ FT AND ~[-D FT COMMENTs"T'~_.~...__. ~ . -- TEST RUN BETWEEN 72-008 (6/79) (minutes/inch) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST ~ L.J ~UlLb LUU PERCOLATION TEST SITE PLAN WAS GROUND WATER ~'~-~S s ENCOUNTERED? . P ! E ATW.AT ff._lc,' Gross Net Depth to Net Reading Date Time Time Water Drop V TEST RUN BETWEEN FT AND FT DATE: 72-008 (6179) ALASKA ~,tUiI4L~I/III~I/IAL UUIIII4UL 3~,.JIL,~3, IiIU. ~llqln(trirlq ~ ~nulronm~nlol LOT~ 2 3 4 9 10 11 12 13 14 15 16 17 18 19 20 Supplemental Soils InformaLion, L01'~ LOT9 LOT~ TH,~ TH ~:'J TH~-' 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ,4 4 6 6 ~7 7 ~'o ~o 11 11 1'2 12 13 13 14 14 15 15 16 16 17 17 18 18 19 19 20 20 DEPTH~ (FEET)" ' !, 1200 gJcsl 33r(J At,¢nu~ Su~i¢ B · An.~kc~c:,, Amask~ 99503 · [907) 2761361 ALASKA IBC. LOT9 TH~ 1 2 3 4 5 Su.bdi¥ision Supplemental Soils Information. l- B- 9- O- § 7 g 10 11 12 13 14 lB 16 LOI~ LOT ~ LOT ~( TH'? T~ TH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 10 11 12 13 14 15 16 iEPTH . ~ 17 19 2O 9 10 11 12 13 17 18 19 20- FEET} ^LA$tq~ 6,,dlROFIlllElll^L COI/II~UL 51~h~,l~i~, II/L I~linm-in~ ~ I~mro~m~nlol $1ulli~ T~ PERCOLATION TEST DATA SHEET ADDRESS ' ZIP CODE LEGAL LOCATION TOTAL DEPTH OF HOLE ~.S'- ft. ft READING # CLOCK TIME NET TIMEDEPT~ TONET DROP RATE (min/in) DATUM ] - ._ ~_ ,,~ ,o i:~ '~'~ .- FINAL PERCOLATION RATE PERFORMED BY g~__..-- (rain/in) 276-1361 ALASKA ilUINOIlmd TAL CO[1TRQL PERCOLATION TEST DATA SHEET CLIENT ~k/Yk~l ~-/~ DATE ADDRESS m ~ 'ZIP CODE LEGAL LOCATION ~F'C~_ ~?.+~q't~r~_5 ~ TOTAL DEPTH OF HOLE ,~qK.' ft. ZONE TESTED 3' ~- ft TO d_{~ ft READING # CLOCK TIME NET TIME DEPTI~ TO NET DROP RATE (min/in) DATUM I r:c>{ I o ,~? (rain/in) ALASKA I~huIROFIITIEFITAL CONTROL $ERb,~E$, IBC. TH PERCOLATION TEST DATA SHEET CLIENT ADDRESS DATE ZIP CODE TOTAL DEPTH OF HOLE · 6/ ~ ft. ZONE TESTED ~,-~'"- ft TO _ L~ ft READING # CLOCK TIME NET TIME DEPT~ TO NET DROP RATE (min/in) DATUM l'.Z- )c z~,. _ FINAL PERCOLATION RATE PERFORMED BY ~ - (min/in) ALASKA I~iIUIROFIIII£BTAL C:OFITROL SERu~CES, IBC,. PERCOLATION TEST DATA SHEET ADDRESS ZIP CODE LEGAL LOCATION ~irr~_-{-{'-~.- ~_~¥f~-I-e_.~ ~,u~' Lq'g! TOTAL DEPTH OF HOLE ~"~! fl:'. ZONE TESTED ~'~' ~ ft TO ~--, f' ft · ~_.m / y C) L ~..~- READING # CLOCK TIME NET TIME DEPT~ TO NET DROP RATE (min/in) DATUM FINAL PERCOLATION PATE PERFORMED BY ~>o~l. ~-.OF_ I .(min/in) AL^$KA eI~uIRO~I~e[1TAL CO[~TROL $~Rb,~e$, II1C. PERCOLATION TEST DATA SHEET CLIENT __~.g~r~ ,~,,~J_F ADDRESS DATE ZIP CODE LE6AL LOCATION TOTAL DEPTH OF HOLE ~i~' ~- ft. ZONE TESTED ft READING # CLOCK TIME NET TIME D£PT~ TO NET DROP RATE (min/in) DATUM FINAL PERCOLATION RATE PERFORMED BY ~/~,C--~ (rain/in) ~ ~ ANCHORAGE " ~ FAIRBANKS CONSULTANTS, INC. JUNEAU 2,49 EAST 55ST AVENUE P,O, BOX 6087 ° ANCHORAGE, ALASKA 99503 · TELEPHONE 907-279-0483 · TELEX 090-3541g, Sapte~nber 4, 1975 R & M ~;o. 562111 Mr. Francis O'Brian P. O. Box 1067 Anchorage, Alaska 99510 RE: Test Hole and Soil Log Report for Sanitary System Lot 9, Block 1, Birch Tree Estates Dear Mr. O'Brian: We are submitting herewith the test boring results and our comments regard- ing soil conditions encountered at the subject site. This investigation was performed in accordance with your request of September 3, 1975, and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within the Lot 9 area for the purpose of defining general subsurface soil conditions~~propo~~Y system. Excavation was accomplished w~'~a tractor-mounted backhoeS, nd the test hole was extended to a total~le.p~h of_13.5 feet below~F~i'nd surface. The final log prepared for the test hole has been included in Drawing A-01. Ground water was not encountered in the test hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. Vice President~ JWR/WED/j a xc: GAAB TH-1 9-3-75 0.0~ ORGANICS -- 2,0' S£LY¥ SA~OS TRACE Gm~VZL /Z//U (s~O 4.0~ GRAVELLY SAND TRACE SILT OCCASIONAL COBBLE (SP) SILTY SANDS (SM) GRAVELLY SAND TRACE SILT (SP) NO WATER TABLE 'I 10.0' /~ 11.0' 13.5' T.D. Log represents Lot 9, Block 1 Birch Tree Estates Consultonts Inc. scAum 1"=3' OWN aY WED FRANCIS O~BRIAN PROPERTY Log of Test Hole Anchorage, Alaska Ic.K~ sY WED ~,,oa. NO. 562111 Dwo ~o. A-01 Drilling Co. Ve~nts Drilling & Dr~er Vernon Lt Nowell Type of rig Well owner Joe We Bryant Well location: (address & legal description) Birch Tree WELL CONSTRUCTION LOG ~terprises cable tool Lot 9, elk 1 Depth of well. 91~ ft. Casing: depth 91~ ft. diam. 6" Static water level 73! ft. (~~ land surface. Date Finish of well: (o. pen-end~ screen, perforated, open-hole, other) Describe intervals and size: Well yield tested by (pu~Din~. bailing, air) at 7 for. 1 .hours with 5 ft. of drawdown from static level, USGS no, Date well completed 6-1-79 Nearest community Anchorage Location sketch or remarks ,in, 6-1-79 MUNICIPALITY 0;: ANCFIORAGE DEPT. 0:' ;' !'" & ENVIRONM,r:i'qL'~,L P:.~.'i LCTION ga I/rain. RECEIVED DRILLER'S MATERIAL LOG Depth below land surface in feet 0 to 5 ,to 10 10 42 ~t0 42 87 __to 87 91 ~to __,to __to. ~t0 ~t0 --to __to, --to __tO __tO __tO ~t0 ~t0 to ~t0, ~t0 ~t0 Give desoription of strata penetrated (size of material, color, hardness of drilling, and water content) dark brown loam blue-green hard. silty clay with gravel hard pan silty brown till seepage @ 65-69, 70-71, 78-79' sand & gravel cemented H20 l~os~ O~£~ee ~ 1057 has no2 re~iv~ a ~ll loq o~ ~ a~ve. Z~ a~ll l~ iS ~~iV~ ~ul~ yOu please ser~ o~ han~ carz~ a c,~)py o! t~e ~Xl log ~o that ye may loo~ment l~r ~ilem amd clese o~t ~ per. t, Us at 276-2221~ ~xt~sion 283, MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 Parcel I.D. # CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include 10t, block, subdivision, section, township, range) Location (address or directions) Id-401 ~",~., ' F F,-qLO (b) Property owner ~ Mailing Address (c) Lending Institution Mailing Address (d) Real Estate Company and Agent Address '/ Business Telephone (e) Mail the HAA to the following address: (or check here/"~, if hold for pick up.) List contact person and day phone number below: 22- o o TYPE OF RESIDENCE Single-Family Number of bedrooms ,~ WATER SUPPLY Individual Well~::]~ Community [] Public [] / Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. SEWAGE DISPOSAL On-site [] Public [] Community [] Holding Tank/J~, Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-02S (Rev. 7/88) Page 1 of 2 ENGINEERING 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 regulations in effect on the date of this inspection. Name of Firm Address Date Telephone ~,~ ?.-} ~. [ / Engineer's Seal 6. DHHS APPROVAL Approved for '~ Approved ~/~_~q bedrooms by ,~ . - Date Disapproved Conditional Terms of Conditional Approval The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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. 72-025 (Rev. 7/88) Back Page 2 of 2 A. WELL DATA Well Classification -j~('l Well Log Present (Y/N) Y Total Depth ~1' Casedto Static Water .Level -']'~L, Casing Height Above Ground Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: / MUNICIPALITY OF ANCHORAGE (MOA) UNIQpA/He~ttt Authority Approval (HAA) '~ D~44 ~/AN 8 - 1990 Legal Description: RECEIVED ? RLb ) .F_ ~TAT Es' If A, B, C, D.E.C. Approved (Y/N) Date Completed ~-~/7 '~ Yield // Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Y Depression Around Wellhead (Y/N) To Septic~n Lot :~ 7.~' t ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot ~-Je~/J~'-~. J~ -~75"-I On Adjoining Lots To Nearest Public Sewer Line ~l / ~ To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot ;~ .~)~ < Water Sample Collected by ,-_)/~. '~/~,Y'.~/~/~'-'~' ,'Date //>.~/~'~ Water Sample Test Results ! Comments B. SEPTIC/HOLDING TANK DATA 'j-l C; (_._ kl K Date Installed .¢ blze ~ No. of Compartments ( Standpipes (Y/N) ~' Air-tight Caps (Y/N) ~ Foundation Cleanout (Y/N) Depression over Tank (Y/N) /~ Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) Date Last Pumped ; for Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water-Supply Well ~' To Property Line /(~ r .-t To Water Main/Service Line 7~ ' To Building Foundation To Disposal Field ( To Stream, Pond, Lake or Major Drainage Course Comments '.'J'~'~'/~) ,' ~ ~ ~l ~' ~ :~ ~ ~ 72-026 (Rev. 7/88) Front C. ABSORPTION FIELD DATA Soils~ting in Absorption Strata Type of System Design Date Inst~ed __ __ Length of Field __ __ Width of Fief__ __ Depth of Field __ __ Gravel Bed Thickness __ __ Square Feet of Abso'~n Area _ ___ Statndpipes Present (Y/N) Depression over Field (Y~) __ __. Date of Last Adequacy Test Results of Last Adequacy '1~ SEPARATION DISTANCE FROM~ABSORPTION FIELD: To Water-Supply Well ~ To Property Line __ To Building Foundation ~. To Existing or Abandoned System on Lot ~ ; On Adjoining Lots To ~:r..MaDi~n~elv~~ L~io,.~. ri.o, .... r.~.,,...'~"'~ To Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permit./.._ Bedroom ting Against HAA Request** I certify tha~/'~//~heck~e~, v---~ri~d, or conformed to all MOA and inspection;[///,~,~//~//,,~/// J co m Date ~~ ~ MOA No. n effect on the date of this Engineer's Seal Receipt No. Date of Payment Amount: $ 72-026 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 DATA SHEET Clot% Tine , .-;/UI PROJ(C T: -LOCATIO;I OF WELL (Legal Oescrip,~ion)- WELL ~)EPTH' C~/I FT. CASING: 7/t FT (Top of Casing)- ~ FT · STATIC t-lATER LEVEL Elapsed .Lime Since Pumping'Star~d/ ScooPed, Rin. 0 1 fi lO 15 20 2'5 3'0 35 q5 rio 55 " 60'(1 hour) .120 (2 hours 180 (3 hours'l 210 2q0' (4 hours) RECOVERY 5 15 20 25 35' 45' 50 $5 6Q (! hour) ~ZtJ (~ hours i Depth to ,Nat.er, ft. 7z:~-~ (s~! 7 _~' 74' 77' ~/' ~,/' '-77 Orawdown / Recovery SCREEN' ) 0 t Pumping Ra ce, 0 J l! Start Remarks GEOLOGICAL I. ABORA~RIES OF ALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907)562-2343 FEDERAL TAX ID # 92-0040440 ANALY$!:~, BEPORT ~Y SAMPLE for Work Order ~ Collected NOV IS 39 5ec~¥ed NOV 15 89 C!lent Nam~ ?,O.~ NONE Ana!y~i~ Completed ;NOV !7 89 S~nd ~epo~ta to: I,abo~atory 3upervlsor. :STEPIIEN C. EDE ~)COKW!~ & ~SSOC Ail~wable Param~te~ Te~te~ g~sult Unit~ NethoO Li~Ut~ NiT~A~E-N ND(O,iO) m~/l ~Pg %~,2 lO ,CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. TELEPHONE (907) 562-2343 5633 B Street Anchorage, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER [] PUBLIC WATER SYSTEM I.D.# ' PRIVATE WATER SYSTEM Name Phone No. '.. ~..J.... .-~ , / Mailin~ Address City State Mo. Day Year SAMPLE TYPE: [] Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose Zip Code [] Treated Water [] Untreated Water SAMPLE NO. LOCATION Time Collected Collected .By 31 J . I I TO BE COMPLETED BY LABORATORY ,~slySis shows this Water SAMPLE to be: atisfactory [] Unsatisfactory [] Sample too long in transit; sample should not be over 30 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received ? Time Received Analytical Method: Membrane Filter * No. of colonies/100 mi. Lab Ref. No. Result* l I FT5 I FT-] Analyst READ INSTRUCTIONS BEFORE COLLECTING SAMPLE BACTERIOLOGICAL WATER ANALYSIS RECORD Membrane Filter: Direct Count (~) Verification: LTB Final Membrane Filter Results Collform/lOOml TNTC = Too Numberous To Count OB = Other Bacteria BGB Collform/lO0ml Date Time: ?'_,'~ _~") ~_._% a.m. PART ONE OF TWO REMAINDER TO FOLLOW Municipality of Anchorage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 March 3, 1990 Bruce Corwin, P.E. Corwin and Associates PO Box 230608 Anchorage, Alaska 99503 Subject: Waiver Request for Lot 9 Block 1 Birch Tree Estates Waiver Request ~WR900007, PID ~017-141-42 Dear Mr. Corwin: Your request for waiver of the required 100 foot separation of a septic system to a private well has been approved. The approved separation distance is 70 feet for holding tank to surface water. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, Robert W. Robinson Civil Engineer On-site Services Concur: J~hn Smith, P.E. Program Manager On-site Services ljm:~6 Ctnsulting Engineers 1000 E. Dimond Blvd.. Suite 205 Anchorage, Alaska 99515 · (907) 522-1311 February 19, 1990 Mr. John Smith, P.E. Municipality of Anchorage Department of Health & Human Services 825 L Street, Fifth Floor Anchorage, Alaska 99501 SUBJECT: WAIVER REQUEST LOT 9, BLOCK 1, BIRCH TREE ESTATES - 14401 BUFFALO - ANCHORAGE, ALASKA Dear John: We are requesting a waiver from the holding tank on this lot to a manmade ditch built by a neighbor which now flows full of water. The current distance to the ditch from the holding tank is 73 ft. and we would like to request a waiver to 70 feet vs. the required distance of 75 feet. The holding tank on this property is of steel construction and it was installed in 1985. Subsequent to that, a ditch was dug to within 73 feet of the tank. The tank has a high water alarm which will warn against overflows and is located such that possible contamination of the ditch would flow through soil prior to entering the ditch. We believe that the tank has little if any possibility of contaminating the ditch. It would not be natural for water to flow from the holding tank toward the ditch due to slope and other considerations. If there is a problem with allowing the 70 foot waiver, we will accept a 73 foot waiver, but believe that there is a better long term solution to allow a 70 foot separation waiver in case the ditch ever widens which we doubt it will. Should you have any questions or need please let us know. Very "~lruly y ./u-r~ " ' k'~"~ / . President J any further information, CORWIN & ASSOCIATES, INC. SHEETNO. /~::2 1000 E. Dimond Blvd. Suite 205 CALCULAT~D~'-~' ~'~ ANCHORAGE, ALASKA 99515 (907) 522-1311 FAX (907) 349-2236 CHECKED BY- DATE MUNICIPALITY OF' ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVTCES MEMORANDUM DATE: TO: FROM: November. 29, &989 FILE~ Lot 9 P_.lt.::.'t Bit. ch Tree Est. [i.N. E',o]lesq On-site Services SUBJECT: OeTi,::iencies on septic s'/stem. On this ,date it was noted that the old seepa~.;e pi'( had not been abandoned when the holding tank was il"~st.a]led. I~. was also noted that the high water- a'tar, m was mounted outside or, the ~al".age and that the wir. ing was no~: in condui'(. These i'(err~s taus be addressed and code ,:omp]iance ver. i¢ied pr. iof to issuance o¢ health al:,pr, ovat eof r. esa]e. MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT 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) Locatign (address or directions) (b) Applicants Name Applicants A dress 3~ )~ Cll~ Telephone - Home Business (.c) Applicant is (check one) Lending Institution ~--~ ; Owner/builder ~ ; Buyer ~ ; Other ~ <explain); (e) Real Estate Co. & Agent ~ '~' lk~7 , ~('~ ,XS":f.:,, : "'.'. '~ (f) Mail the HAA to the following address: 2, ~y~e of Residence Single-Family~ Multi-Family ~ AT]:'u' ?',"" "R o ib,.,'b' Other (dpscribe) Number of Bedrooms 3. Water Supply" : · .Individual Well~ Community ~ Public ~-~ : Note: If community well system, must have written confirmation from ! Department of Environmental Conservation attesting to the legality ewa~e. Disposal "0nsite ~-~ Public ~-~ community ~-~ Holding Tank~ If community well system, must have written confirmation from th 'tment of Environmental Conservation attesting to the legality and status elof2] Engineering. Firm Providin~ 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 ~he date of this inspection. Name of Finn A ~' /~ Telephone 5-6/ ~-o¥o Address lz~ ~o J'~-~' 3'~,'"*- ~ )-o _~'., Date DHEP Approval_ Approved Approved Terms of C6nditional,Approval CAUTION TME MUNICIPALITY OF ANCHORAGE DEPARTMENT OF H~ALTH AND ENVIRONMENTAL PROTF~TION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESEI~f- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTE~ IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND TEIEIR IiENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDER3%L AND STATE RF~U]~- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFO~ A CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR EBRO~S OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK. ~ (DHEP SEAL) 7-19-84 WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ~/~c~: Well Classification Well Log Present (~) Total Depth Static Water Level Casing Height Above. Ground Electrical Wiring in Conduit~N) Separation Distances from Well: TO Septic~Tank on Lot / TO Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhote Water Sample Collected by ~c.~, Water Sample Test Results Comments ~ ~t~ I~/o'-, ¥~'~' /~,--,'~-a.,~.- If A, B, C, D.E.C. Approved (Y/N) Date Completed ~'- /' ~-? Yield (~).~- ~. Cased to ~' / Depth of Grouting /v ,~. :~ ~f' ~ (~ Pump Set At ~ ,-~ ' '?' ~-$ Sanitary Seal on Casing ) Depression Around Wellhead (Y/I~ 'Date ~'/.¥ 'fA..~o,~,~) · On Adjoining Lots NA ' On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on S,-z SEPTICfH~O-~'DING TANK DATAj Date Installed Standpipes CN) Depression over Tank (Y/~) ~rttenan¢.¢. ¢,ontragt o_n Eil~ Holding Tank High-Water Alarm ~/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well To Property Line To Water Main/Service Line Course GT' /oo Size Air-tight Caps ~N) Foundation Cleanout~ Date Last Pumped ~ ~ ; for Temporary Holding Tank Permit To Building Foundation To Disposal Field To Stream, Pond, Lake, )r Major Drainage Comments Page 1 of 2 72-026(11/84) Co SORPTION FIELD DATA Soils Date Installed Width of Field __ Absorption Strata Square Feet of Absorption Depression over Field (Y/N) Results of. Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/~ Line To Major Drainage Course Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field Depth of Field Gravel Bed Thickness Standpipes Date of Last y Test ;On __ To Property Line To Existing or Abandoned System on Lots To if present) LIFT~ Date Installed ~ Dimensions ~ Size in G_al!0ns' ~a n h ole/Access (~.~,,/ ,,Pump .On" Level at ~~Level at ~'egs~_ W:,er Alarm Level at / _ Ve~~OA Ele ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed ~ ~ Date Company /~'"'(~$ ' /"~- MOA No. Receipt No. '~ -~g"~."7 '-1 Date of Payment Amount: $ L~.~-- Page 2 of 2 72-026 (11/84) Engineer's Seal MARX ENTERPRISES, INCORPORATED Star Route A, Box 144 ANCHORAGE, ALASKA 99502 July 25, 1985 Mr. Stephen Hale 14401 Buffalo Street Anchorage, Alaska 99516 TO WHOM IT ~iAY CONCERN: P~. Hale has contracted Anchorage Cesspool Pumping to pu~ holding tank located at the above address on an as needed basis. If you need any further information please contact me at one cf .i__~ n~nkers at the bottom of the page. Sincerely, Delores E. Marx Secretary-treasurer Phone 344-2453 344-2632 ALASKA E I1UIROFImEFITAL COFITROL $1 RUIC $, IBC. ~nqin¢¢rincI $ ~nuironmcnta] Studies LYNN HALE 14401 BUFFALO ANCHORAGE AK 99516 SELLER-LYNN HALE /23/85 LYNN HALE 14401 BUFFALO ANCHORAGE AK 99516 50270 LEGAL:BIRCHTREE ESTATE BLK 1 LOT 9 FLOW TEST ON WELL WELL FLOW DATE-6/ll/85 A FLOW TEST WAS PERFORMED ON THE WELL. 493 GALLONS OF WATER WAS PUMPED AT A RATE OF 2.3 GPM OVER A DURATION OF 3.5 HOURS. THE DRAWDOWN WAS 1.65 ' WITH A RECOVERY TIME OF 10 MINUTES AND THE STATIC WATER LEVEL WAS 76 FEET. THE WELL IS ADEQUATE FOR THIS 3 BEDROOM HOME. 1200 LUcsl 33rd/~ucnu¢. Suite B. ~nchoro§¢, Alasko 99503 .[907) 561-5040 TIME THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS DIRECTIONS: 1, TYPE OF RESIDENCE [] SINGLE FAMILY [] MULTIPLE FAMILY 2. WATER SUPPLY [] INDIVIDUAL COMMUNITY [] PUBLIC UTILITY Connection Verified 3. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON -SITE r-IPUBLIC UTILITY Connection Verified. --]Septic Tank or [] Holding Tank Size: If Tank is homemade give dimensions: TYPE 0: TAN K TOTALABSORPTION AREA 4. DISTANCES WELL TO: Absorption Area to nearest Lot 'Line 5. COMMENTS DATE LEGAL DESCRIPTION 72-010 (Rev, 3/78) TIME DATE NSPECTOR TIME DATE INSPECTOR NUMBER OF BEDROOMS [] ONE [] THREE [] FIVE [] TWO [] FOUR [] SlX PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED PERMIT NUMBER DATE INSTALLED INSTALLER SOl LS RATING MANUFACTURER ~ MATERIAL ~pti¢/I-Ioldin~ Tenk ~Absorption Aree I PPROVED FORBEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate [] DISAPPROVED ~~ I BY (Title) [] OTHER ISewer Line Nearest Lo{ 'Line January 17, 1977 Mr. JOe W. ~ryant Star Rout~ A Box 293 Anchorage, ALaska 99507 L~ar F~. Bryant~ On November 9, 1~76 this department inspec~d yom' s~w~r system for oo~plianue to local health cod~. The first inspection was approved, but the second inspection, whic~ is re~ir~was not done by this department. Befor~ w~ can give our approval, we w~ll need to h=v~-uh~ ~ys"te~ u~uovered so we ca~ give cc= f~nal a~proval. Al~o, you will n~ to supply '~,is office wi~ a receipt ~r yo'ur gravel. If ~h~re are amy fur~ter questions, ~leaae =ontacttth~a off£~e at 279-2§11, euctonsion 224, or come to our offiou~ at 825 L Street, Four~ Floor. Sincerely, Robert C. Pratt, Sanitarian February 1, 1977 Mr. Joe W. Bryant Scar Route A BOX 293 Anchorage, Alaska 99507 Subject: Lot 9 Block I Birch Tree Estates Dear ~-~. Bryant: On November 9, 1976, this department tnspQcted your se~r system for compliance to local health codes. The first inspection was approved, but the second inspection, which is required, was not done by this department. Before we can give our approval, we will need to have ~,e system uncovered so we can give our Ei~al approval. Also, you will need to supply this office with a receipt for your gravel. If we do not hear from you within ten (10) days from the receip~ of this letter, the permit will be filed as disapproved into our files. If there are any further questions, please con,act th~$ office immediately at 279-2511, extension 224. Sincerely, Robert C. Pratt, Sanitarian RC /ljh RECEIPT FOR CERTIFIED MAIL 30(, (plus postage) SEN]' TO Jqe Bryant STREE'T AND NO, Star Route A BOX _~29~3_ P,0. SIAI~ ANO ZIP C00~ Anchorage, Alaska 99507 ~ OPTIONAL ~ERVICES FOR ADDITIONAL FEES RETURN ~ 1. Sh~ws to whom Rnd ~ate d~live~ed :._.::..~ ~5~ With ~eHve~ to a~d~essee on[~ ............ 65~ R~CEIPT 2. Shows to whom, date and where delivered SERVICES With ~e iv~r~ to addressee o~Py ............ ~LI~ER ~ A~RESSE[ ~M.y ~: .................. :.:_.:....:._...~;:.~_:..:~ POSTMARK OR DATE 2-1-77 · ].,.l 3800 NO INSURANCE COVERAGE PROVIDED-- (See ofh.r side) ~OT FOR. INTERNATIONAL ~AIL