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HomeMy WebLinkAboutLONGVIEW #1 LT 3 ' NIUNICIPALITY OF ANCHORAGE , ~.0.I~ %¥ ~ 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,_ MAILING ADDRESS '~NEW [~]UPGRADE ILEGAL DESCRIPTION LOCATION Well I DISTANCE TO: ~ ~) ~ I- I Liq. capacity in gallons ~ IF HOME DE I ?...50 MA : ~ ~ ~ DISTANCE TO: IWell 3:-~ I Manufacturer ~'r' I DISTANOETO: Iwell ,~0 .~ u. z No. of hnes . Length of each hne '~ I-- I Top of tile tcI finish grade ~ Length Width ~ ~- I Type of crib Crib diameter ~' DISTANCE TO: Well I Class Depth ~' DISTANCE TO Building foundation Absorption area NO. OFBEDROOMS ~ PERMIT NO. No, of compartments ?_ Inside length Liquid depth Dwelling PERMIT NO. Liquid capacity in gallons Foundation{> ~.~ ¢~1 Dwelling M at e r ia~ .~.~.~_. Width Material Nearest lot line ~ ~ Trench wid~.~ ~I~ ~' inches inches Total leng~ ~tf~lines Material beneath tile Depth Crib depth Total effective absorption area Building foundation Nearest lot line Driller Distance to lot line Sewer line Septic tank PERMIT NO. Distance between lines Total e f fe ct i ve. a_b so~r_pti o n ~ar ea PERMIT NO. PERMIT NO, Absorpt on area(s) OTHER PIPE MATERIALS pvr~ SOl L TEST RATING ,iO0 '~/ INSTAELER REMARKS DATE APPROVED LEGAL PERMIT NO. DEPRRTMENT (' ~"HERLTH RND ENVIRONMENTRL . ]TECTION 825 'L' STREET, RNCHORBGE~ BK. 9950i 264-4720 C,l"q '---~ZTE '--~-EI4EF: F"EF:P1ZT ) RF'PL. iCRNT [:,R',,,'E HRRKNESS 2_44± GWENN [:,R RNCH L 0 C R T t 0 N LEGAL LT2: ~N~UI~ ~1 L0T 'SIZE T'¢PE OF ~6ZL~ RB~ORPTZON %~STEM iS: TRENCH '~'9'_a.'~'D'B. S2LIRRE FEET HHXIMUM NJHE, ER 0F BEC, ROOMS = 4 SOlE RRTING (SQ FT,-E,R..- t00 THE REQUIRE[:, SIZE OF THE SOIL RBSORF'TION S'¢STEM IS: [:" E F" T ~-~--' :L ~Z-" L. E~-~L3TFi= -----:: .-t 6 F: R'-.-" E l [:.FF' TI t,"= 6 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF 8 TRENCH OR PIT IS THE DiSTRNCE BETWEEN THE SURFRCE OF THE GROUND RhlD THE BOTTOM OF THE EXCBVRTION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE 8ND THE BOTTOM OF THE EXCRVRTION (IN FEET). F-: E k':." Li -ir F-:E[:. SEF"T I C: TRf-~::: S :[ ZE= i25E~ PEF.:MIT HFFLI_.HNT HFIS THE RE=,FUNc, IE, ILITT TO INFORM THIS DEF'RRTMENT [,LIF.'ING THE INSTRLLFtTION INSF'EE:TIONS OF FIN¥ WELLS RDJRCENT TO THIS PROF'ERT'-r' FINE:, THE NUMBEF.: OF RESIDENCES THFIT THE HELL .WILL SERVE. TI-.-IC, .:: :--.-" ::. :[ t'-.~SF'EE:T T L]i'-.I'_--] RF.:E F:Eg.,La Z F."E[:, BRCKFiELING OF RN'¢ SYSTEM WITHOLIT FINRL INSF'EC:TION RN[:, FIPF'RO',,,'BL B"r' THIS DEPFIRTMENT WILL BE SUBJECT TO F'ROSECUTION. MINIMUM DISTRNCE BETWEEN R WELL RND FIN'¢ ON-SITE SEWRGE [.',ISPOSRL S'~STEM IS :L00 FEET FOR 8 PRIVATE WELL OR ±50 TO 2R0 FEET FROM B F'UBLIC WELL DEPENDING UPON. THE TYPE OF PUBLIC WELL MINIMUM DISTBNCE FROM R F'RIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RN[:' TO R COMMUNIT'¢ SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MR'¢ RPPL'¢. SPECIFICRTIONS RND CONSTRUCTION DIRGRFIMS RRE R',,,'BILRBLE TO INSURE PROPER INSTRLLRTION. I CERTIFY THRT ±: I Ri"1 FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET FORTH B'¢ THE MLINICIPBLIT¥ OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN BCCORDRNCE 1.4ITH THE CODES. 3:: I UNDERSTRND THRT THE ON-SITE SEWER S'¢STEM MR'¢ REQUIRE ENLBRGEMENT IF THE RESIDENCE I~ REMODELED TO INCLUDE MORE THRN 4 BEDROOMS. RPPLI CRNT [:,RYE HRRKNESS ~ ~: -- ' ' ' - .' -.-~ - ' - : .': : ::--..:'.' '~. ': .f'~;?';;f~:ii"~: :~'.'-~::. :.',: ;'. :' ~.'::-'-'.: i:- August 31, 19-/7 R&M )To. 751220 ~k. Carl Luchsinger SRA Box 94 Anchorage, Al< 99507 Subject: Soil Investigation for Sanitary Sewer System, Parcel 49, Sec. 24, T12N-R3W, S.M., Alaska Dear Mr. Luchsinger: At your reques% of August 1S~ 1917, we conducted a subsurZace soils investigation at the proposed location.s of two sanitary sewer systems on the subject parcel. The investigation complied with those procedures required by the Municipality of Anchorage, Department of Health and EnvironmenEal Protection. This investigation, which was ~ccomplished on August 17, 1977, consisted of two test holes., each drilled to a depth of 25 feet below the existing ground surface. .The test holes were sited according to your instructions. ~neir locations and soils logs' are shown in attached Drawings A-01 and A-02. Drilling was accomplished with a rotary drill rig using continuous- flight solid-stem auger with an outside diameter of 6 inches. A sample was taken in Test. Hole No. 1 at the depth shown on the soils log in Drawing A-02. The s~nmple will be held in storage at our lab for.approxi- mately six months. In addition, all material brought to the surface by the augers was continuously monitored by an experienced engineering g~ologist. ~e topography at the drilling site is gently sloping to the west. At the t~ne of the inyestigatio~ the site had original vegetation consisting of grass and alder° The top of each test hole was located at original ground surface. T~]o soils encouDtered in the test holes are shovm in the test hole logs in Drawing A-02. ~ne symbols used in Drawing A-02 are explained in Dra~ings B-01 and B-02. Each log displays specific conditions encountered at the test location. However, s~osurfac¢ conditions may vary in other p~rts of the lot without any apparent surficial evidence of the change. Groundwater was encountered in Test Hole No. 2 at a depth of 16 feet. Bedrock was not encountered. At the tinge the holes were drilled', seasonal frost was not present and permafrost was not encountered. jz In accordance with the requirements set forth by the Municipality of ~.~ ~ncho~age and the visual classification of the soils encountered, neither iL ~est tole required a percolation test. %~ appreciate this opportumity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Senior Geologist Jim McCaslin Brown, Ph.D. Head, Earth Science Department MM: JMB/rd s Attachments: Drawings A-01, A-02, B-01, B-02 80' I~I-1 ~,.~. 75 ' ~ TH-2 ~ 65 ' 70' Parcel 49, Sec. 24,Tl'2N-R3W S.H. (/-~, ' ' ~ui. ~/~ Distances shoran are approxima[e an(/ have not been measured by surveying methods. Not to Scale LOCATIOM SKETCH CARL I,UC}IS I?IGER ANCHOP. AGE, AI.ASKA LO~ OF TE,S,T HoLE NO. 2 scale: 1 =3' SILTY S~D, W/ORGA~ICS Dark Brovzn, Wet GRA%~LLY StaID W/TRACE SILT (SP) Brogzn, . Moi s ~ SA~DY GP~%VEL W/TRACE SILT . (GP; GI~) 0.0I 1.5I 3.5~ Scale: 1'=3' __~- 0.0' - 0.5' SILTY SA2~D W/SO~ G.~VEL (SM) Brown, Slightly Moist GRAWEL W/SOt~ S~]D., T~CE SILT (GP) Brown, Slightly Moist NmmerQus Cobbles; Boulder at 5' Brov.m, Moist 6.0I .... 9.0' GP~A%%]LLY SAND W/SO~IE SiLT (SM) ~'---- 10.0' A SANOY GRAVEL W/TRACE SILT (GW; GP) Bro~n, Slightly Moist 16'~ W. D .~ Sm;DY GRA\~EL W/TRACE SILT (GM) Groundwater encountered at 16' Refusal on Boulder at 24.5' This log depicts subsurface soils observed within the test hole at the location shove. See Drawings B-01 and B-02 for exp~anatior of symbols Gro~hndwater not encountered. This log deoicts subsurface soils observed within the test hole at the location sho~. Sea Drawings B-01 and B-02 for explanation of symbols. 24.5' T,D. i sc~,~_~: ! =3 i0 . TEST HOLE LOC~ CARL LUCHS INGER ~NCI{ORAGE, 25.0' T.D. ]~'OX ]~69, ~TAR ~.OUTE A ANCHORAGE, ALASKA 99502 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF DRILLED AT THE RATE OF ~23.00 PER FOOT. PrOPErTY OWNEr Mr. David Harkness LOCATION OF WELL SITE Lt. 3 Blk .... .Sub. Longview Bernie Claus of Rampart Drilling DRILLER 24° ~UNICIPAL~TV f;F /%" ~cHoRAGE pi:pT. <':' d~/'L ~ & ENVJB, OK;,A[-i"~ (AL pgOT~_CTION WELL LOG: 0 .... IA' Coarse grave] wash ~e~] ~]] ~o~]]~: ~0~ ~!!~ ~A~ ~ai~erial, 15---~9~ $11t¥ clay wlth ~0~ f~e gr~]. 39---74' A conglomerate. Broken bedrock. 74'--240' Bedrock. A sedimentary rock, ~reas of porous & granular m~te~ls producing water through fissures. An area from 194-197 shows 1½GPM yield. Also a porous type area from 216 to 2~9 shows a production of about 1GPM. From 232 to 237 shows 2GPM yield. Total water production of 4½GPM with ~80 feet of water standing in casing off bottom. 1.6 gals per foot. 3/4 Horse submersible pump should be installed 15 feet off bottom. COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOr The SUM OF ~52©: THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLING WORKS DATE Feb. 1st: 19~3 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Properly Owner~ fl~ Telephone: Home 5~0 Mailing Address ~1~ ~~ ~ (c) Lending Institution ~ ~ ~ ~' ~ Telephone Mailing Address ~ ~ (d) Real Estate Company and Agent Business Address Telephone (e) Mail the HAA to the followina address: or: Check here,lz~ if hold for pick up. List contact person and day phone number below. TYPE OF RESIDENCE Single-Family'lfi~ Number of Bedrooms WATER SUPPLY Individual WeJl'~ Community [] Public [] Note: if community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite~ 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 72-025 fRev 8/861 Front 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 "~-"- ~ Telephone Address o~ ~"' ~ Date '~'~,o~.~. ! ~/ / ~ ~ ''~ Engineer's Seal DHHS APPROVAL Approved for ~'~'"'~ Cd'l') bedrooms by ~ Approved ~ Disapproved Terms of Conditional Approval Date Conditional CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates 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. Page 2 of 2 72-025 fRev 8/86) Back ,~'~..~c''''~ ^'~ HF.~H AUTHORITY APPROVAL (HAA) ~'~' ~'~ ~X~HECKLIST- FEBRUARY 1~8~ WELL DATA Well Classification -~ If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) y Date Completed ~.~_.~=, J., Iq~..~ Yield Total Depth o¢-./-/(::) Cased to j~.¥D '~' Depth of Grouting Static Water Level ~"~ 7 Pump Set At Casing Height Above Ground ~LI:~ ~! Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) ~" Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot /(~C?¢ ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot I ~C~'~ ; On Adjoining Lots To Nearest Public Sewer Line J%/O/k/~' To Nearest Public Sewer Cleanout/Manhole ~ ~.,'~ ~' To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments '"'~, ..~ ; Date B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes (Y/N) 'T Depression over Tank (Y/N) Size Air-tight Caps (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) ~/'//,'~, Separation Distances from Septic/Holding Tank: No. of Compartments T Foundation Cleano,ut (Y/N) Date Last Pumped ~/~/~7 Temporary Holding Tank Permit (Y/N) To Water-Supply Well To Property Line To Water Main/Service Line Course To Building Foundation / ~' To Disposal Field ~--~ To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed ~ f~].~'/,~.~ Width of Field Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test "~,~,,.~, Separation Distance from Absorption Field: To Water-Supply Well I ~ o '{" 1-o Building Foundation Lot I'~ (~ To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Type of System Design Length of Field '~ Depth of Field ~ Gravel Bed Thickness ~ / Standpipes Present (Y/N) O/',/~ Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots J 0-~ To Cutbank (if present) Comments L'FT STAT'ON Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** 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. /("..) (-.') / ~-~---~--~ Date of Payment Amount: $ Page 2 of 2 72-026 (11184) Engineer's Seal CONSULTING ENGINEER ~203W 15~h AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279 3916 SEPTIC SYSTEM ADEQUACY TEST LEGAL: LOCATION: OWNER: RESIDENCE: WELL: SEPTIC SYSTEM: 11200 SNOWLINE DRIVE DAVE HARKNESS PRIVATE, ON SITE FROM MUNICIPAL RECORDS: TANK: GREER STEEL, TWO COMP. ABSORPTION SYSTEM: TRENCH ABSORPTION AREA: 408 SQ. FT. SOIL RATING: 100 INSTALLATION DATE: 5/23/83 1250 GAL. DATE OF PUMPING: MARCH 17, 1987. ISAACS PUMPING SERVICE DATE OF TEST: MARCH 17, 1987 TEST PROCEDURE: SYSTEM WAS INSPECTED AND MEASURED. TANK WAS FOUND WITH THREE FEET OF COVER AND 47 INCHES OF CLEAN LIQUID. TRENCH SUMP WAS FOUND 9 FEET DEEP AND WITH 24 INCHES OF LIQUID. CLEAN WATER WAS ADDED TO THE TRENCH AT A CONSTANT RATE OF 6 GALLONS PER MINUTE WHILE THE WATER LEVELS IN THE SUMP AND TANK WERE MONITORED. A TOTAL OF 450 GALLONS WERE ADDED. THIS CAUSED THE WATER LEVEL IN THE SUMP TO RISE 8.5 INCHES WHILE THE LEVEL IN THE TANK REMAINED UNCHANGED. THE INFILTRATION RATE WAS MONITORED FOR 30 MINUTES. DURING THIS PERIOD THE WATER LEVEL IN THE SUMP DECREASED 3 INCHES, INDICATING AN ABSORPTION RATE OF 300 GALLONS PER HOUR. TEST RESULT: THIS SYSTEM MEETS THE CODE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. The operational life of all septic systems depends on the local soil conditions, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this septic system. We can therefore not give any estimate of how long the system will continue to meet the operational requi- rements of the Municipality and State. CONSULTING ENGINEER "~,203 W. ] 5th AVE "C" SUITE 203 ANCHORAGE, ALASKA 99501 TELEPHONE: (907) 279-3916 RESIDENTIAL WELL INSPECTION LEGAL: LOCATION: OWNER: TYPE OF WELL: WELL LOG AVAILABLE: LOT 3, LONGVIEW SUBDIVISION 11200 SNOWLINE DRIVE DAVE HARKNESS SINGLE FAMILY YES INSTALLATION REQUIREMENTS MET: YES WELL YIELD FROM WELL LOG: 4.5 GALLONS PER MINUTE PUMP YIELD: 6 GALLONS PER MINUTE DATE OF INSPECTION: MARCH 17, 1987 TEST PROCEDURE: WELL WAS PUMPED AT A CONSTANT RATE OF 6 GALLONS PER MINUTE WHILE THE DRAWDOWN WAS MONITORED WITH AN ACOUSTIC PROBE. AT THE BEGINNING OF THE TEST WATER LEVEL WAS FOUND AT 37 FEET BELOW TOP OF CASING. AFTER 90 MINUTES OF PUMPING AT 6 GPM THE WATER LEVEL WAS 78 FEET BELOW CASING. TOTAL WELL DEPTH IS 240 FEET. AFTER PUMPING STOPPED WELL RECOVERED TO 50 FEET, OR 70 % IN 20 MINUTES TEST FOR COLIFORMS: WATER WAS TESTED FOR COLIFORM BACTERIA ON MARCH 14, 1987. TEST WAS NEGATIVE. TEST RESULT: THIS WELL MEETS THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. The Municipal requirement for well flow is 150 gallons of water per bedroom per 24 hours.This well surpasses this requirement. The assessment of the condition of this well applies only to the conditions as of this date. The flow rate of the well may change due to subsurface conditions that may not be observed from the surface, and changes in land use and other factors that may impact the conditions of the aquifer feeding the well. ACHEMICAL & GEOLOGICAL LABORATORIES OE ALASKA, INC. TELEPHONE (907) 562-2343 5633 B Street Anchorage, Alaska 99518 Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED E~t¢ WATER SUPPLIER [] PUBLIC WATER SYSTEM I.D.# PRIVATE WATER SYSTEM Name Phone NO. Mailing Address State Zip Code Day Year City MO. SAMPLE TYPE: /~outine heck Sample (for routine sample with lab ref. no. [] Special Purpose Treated Water Untreated Water SAMPLE NO. ~ I 2 I' 4 I I LOCATION Time Collected Colleqted By TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: ~] Satisfactory [] Unsatisfactory [] Sa~nple 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: o3/1'7./¢7 I ~/~'- Membrane Filter Lab Ref. No. I~'1) ' /° z' I No'. of colonies/100 mi. I I I Result* Analyst BACTERIOLOGICAL WATERiANALYSIS RECORD READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Membrane Filter: Direct Count Verification: LTB Final Membrane F~sults //~ ~-. Reported TNTC = Too Numberous To Count OB - Other Bacteria BGB Date Time: Coilform/100ml 0 CoilformllOOml ! b'~fJ a.m. ~. APPLF" "NT FILLS OUT UPPER HA'~ '" ONLY · - ~ ~ Phone Realty Co. & Agent Address /~/~'~/I./ .~ Zip Code Type of Residence Single Family '~ Multiple Family No. of Bedrooms [] Other Water Supply ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.  Individual Community For wells drilled prior to that date, give well depth (attach log if available). [] Public Utility Sewer Disposal Year Individual Insta led: ~]- Individual When Connected to Public 0tili(y: E] Public Utility [] Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED· Time Tirde Time Time Date Date Date Date Inep.otor lesp tor Insp otor \ O~ ~ ~ ~NJCIPALITY OF ANCHO~OE PEPT. OF H=?,LTH & C ~ ~ ~ ENVJRO~M:N'JAL ego7~cr~oN RECEIVFB (~) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONA~ APPROVAL' Soils Rating Date ~wer installed Well To Absorption Area [ / ~ ~ Well Log Received ~ ~ ~ WelltoTank l ~ ~ Septic T~k Size I~ October 3l, i983 Winter Wise, Inc. 7400 Eo 10th Anchorage ~ AK 99504 Subject: Lot 3~ k~ngview Addition ~1 Approval for the individual .... '~ ,' and water facilities cad, not be granted until the -f/oltowing items have been compteted~ A %,;eil log submitted to this office for our files and review. Please notify this Department ~or a reinspection when the noted d~screpancies have been corrected. !f there are any further questions~ please call this o~fl=-e at 264-4720. Sincereiy~ CW2/ej/E1 Cory ~lll~, Acting Sewer & Water Program Manager