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HomeMy WebLinkAboutT12N R3W SEC 15 LT 110 Municipality of Anchorage Page / . of _ Z. DEPARTMENT OF HEALTH AND HUMAN SE-'RVICES ENVIRONMENTAl. SERVICES DIVISION P.O. Box 196650 · Anchorage, Alask~ 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~W ?-~ Z.D_~ PID Number:. ~/~ -~" ~ _ Name: ~0~D, ST~p~ /, Wastewater System: D New ~ Upgrade Address: /~/~P ~ ~., ~¢~ ~ ??5// ABSORPTION FIELD Tolal Depth from original grade: WELL: ~Y'5¢/~'~ B New ~ Upgrade ar.vel ~: .,~-" Numar of lines: ID1slence~tv,.n hne.t'F Driller: Date Drilled: SlallcWater Level: Installer: gate installed: SEPARATION DISTANCES ~S.¢o U Holding ~ S.T.E.P. Surface Line /~ /~ W/A N/~ /~/ BIze in gallons: Manuf, c Fou.dation -; ¢' ~ Z/ ~/4 ~/~ ~/4 'Pump on" leve~ *'ump orr'level at: High water alarm Remarks: ~/~ ~ ~4~ ~ BENCH MARK Inspections performed by: ¢g1'/~¢~ Dates: 1st ¢?//~/~ ~.~~,~, Department of Health and Human Services approval '~$~,% c~.~3~ Reviewed and approved by: ~ ~-~g~ Date: ~-~ A- 724)13 (1/91) MOA 25 Permit No..SW 930203 Page 2 .of _ 2 - Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SFRVICES ENVIRONMENTAl. SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 995-19-6650 · Telephone: 343-4744 On-Site Wastewaler Disposal System and/or Well Inspection Report Legal Description: Lot 110, T12N R3W Section]~15 PID No.: 015-483-06 I SCALE 1' = 60' A - E = 58.3 A - F = 75.3 B F = 57.7 A - G = 77.4 B G - 70.6 A - I = 84.0 917' ELEVATIBNS (NDT TD SCALE) 50' RBADWAY & UTILITY EASEhIENT [~ - 1EST HOLE · ~ MONITOR TUBE o := SEWER CLEANOUT ~- WELL ~J~tt~ ~- UPRORADED LEACHFIELO ~ ~ EXISTING LEACHRELD EASEMENT ~s~o ~v: ioo.oo' 72~)t3 A (2191) MOA 25 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT NUMBER:SW930203 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:ROLAND STEPHEN A & OWNER ADDRESS:10160 OUR RD ANCHORAGE, AK 99511 PAGE 1 OF 1 PERMIT DATE ISSUED: 7/08/93 EXPIRATION DATE: 7/08/94 PARCEL ID:01548306 LEGAL DESCRIPTION: T12N R3W SEC 15 LT 110 LOT SIZE: 54450 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL EIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: THE ATTACHED APPROVED DESIGN. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AACS0). THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-.4329 OR 343-4681 AFTER BUSINESS HOURS FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: / DATE: ~gg/°?/~ _ DATE'. > _ Louis Butera, P.E. Registered Civil Engineer July 6, 1993 John Smith, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 110, T12N R3W Section 15, Our Road Narrative Dear Mr. Smith: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The area has large lots allowing sufficient room for septic sites. 2. hnmediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be effected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1993\93-026A.NAR P.O. Box 77329,1 · Eagle R've, Alaska 99577 , Telephone (907) 694-5195 · Fax (907} 69,1-3297 LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LOT 110, T12N R3W Section 15 (Our Road, Anchorage) GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. .SEPTIC TANK 1. The existing septic tank is to be abandoned to code and a new 1,250 gallon approved tank iostalled in the location shown on site plan. 2. The new sewer line fi'om the house is to replace the existing sewer line that leads to the existing tank. 3. A "Bull Run" diversion valve is to be placed after the septic tank and connected to existing and new leachfields to allow effluent switching. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 12' with relation to ground surface at any point. 4. Leach pipe is to be level in field. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 12' GRAVEL DEPTH = 9' TRENCH LENGTH = 41' TRENCH WIDTH = 3' SOIL RATING = 0.8 GPD/FT~ BEDROOM CAPACITY = 4 SEPTIC TANK SIZE = 1,250 GALLONS Twenty-four (24) hours notice required for all inspections. × 85' 50' ROAD\,/AY & UTILI1Y EASEHEN I NO SURFACE WATER COURSES I100' NO KNOWN CURTAIN DRAINS RUN VALVE SEPTIC SYSTEM +30' [] FEST HOi E · - MONITOR TUBE o SEWER CLEANOUT 'i" 'NELL EB~ PROPOSED LEACHFIELD _ EXIStiNG LEACliFIELD EASEMENT SEPTIC SITE PLAN LEGAL: LOT 110, F12N RSW SEC. 15 OWNER: ROLl AND CONTRACTOR: CARL'S EXCAVATING JOB # 9,~ -026~, DATE: 07/06/g51 SCALE 1" = .50' P.O. Box 773284 BACZ, I, RIV~'R, AI(. (907) 694 5195 f'Ak': (SOt) EAGLE RIVER ENGINEERING SERVICES P. o. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5],95 CALCULATED BY L.B. CATE 07/06/93 CHECKED BY DATE SCALE Single Family Dwelling 4BR = 600gpd Soil application rate = Trench absorption area 0.8 gpd/ft2 = 600 + 0.8 = 750 square feet Trench dimensions: Total depth = 12' Gravel depth = 9' Length = 750 + 18 = 41' // Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG --. PERCOLATION TEST 1 2 3 4- 5 6 7 8 9 10 1] 13- 15 16 17 18 19 20- COMMENTS SLOPE SITE PLAN WAS GROUND WATEEt ENCOUNTERED? /t-'/~ iF YES, AT WHAT DEPTH? Oepth to Waler Aller Monitoring? ~ / ? '~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATIONRA]E //' */ (m~nules/inch) PERCHOLEDIAME~ER __ 'lEST RUN BE]WEEN ~ FT AND----~* FT PERFORMED BY: /~'/¢'~ ~' ~ .... 11~/; IH IS TEST WAS PERFORMED IN ACCORDANCEWI]HALLSTATEANDMUNICIPALGUIDEUNESINEFF'TCC~ ON ~HIS DATE' DATE: ~2-0OS(Rev 4/85) MUIXlICIPA!..ITY OF ANCHORAGE DEPARTMENT OF HEAl.TH & ENVIRONIVIENTA]. PROTECTION ENVIRONMENTAl_ ENGINEERING DIVISION 825 I. Sweet - Anchnra~¢,, Alaska 99501 Telel~h~ne 264-4720 ON-SI'rE SEWAGE DISPOSAl. SYSTEM ANI)/OR WELL INSPECTION REPORT ~V~A~_ I iq G ADDRESS LEGAL DESCRIPTION LOCA9 ION Absorption area DISTANCE TO: O/ Liq, capacity in gallons IF ROMEMADE: ~ ns do length Well [ Dwelling DISTANCE '¥O: DISTANCE TO: NO. Of linesi I~ength. of [] UPGRADE I~3aterial Nearest lot line T~onch width Foundation ~¢~t~ / Total length of lines Depth Crib depth Building foundation Drill r Sewer line I Length Width Type of crib C~ib diameter Total effective absorption area Well Nearest lot line DIS rANCE TO: Distance to I line DISTANCE TO: ~ (.l~-d ¢/) NO. OF BEDROOMS //--~- No, of compartfTionts Liquid depth PERMIT NO. tt'ERMIT_ NO. ~ O (/~.-- Absorption area(si OTHER PIPE MATERIALS ¢*,¢-', b 30:%4 SOIL. TEST~AT{N~ --" iNSTALLER REMARKS ~PPROVED DATE LEGAL FHE i:;:E](;!I_.!]]I;i!E? 'J!;[2]E !:IF:' I'HE: T!!i;O];L FiP'::.i';':'ri'~'B '.!.r=.,r.-~! -!t,iE (Z:,EPI"H OF I:::! 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F:!'v'F:I ? !..I::tE',LEi TO ;£ i'.,J:SLf?.i]i; I='l';;%d='Elq: i[ N:~i;-i'FI!,LFI'T [ Ed"l, ][ E:E!;f;?.I' ] l::"r' THI::I'f' :i,: :I: i::!H FRH!'L][F!i:R t,.I[Tll THE !:';fiEI:!I..I);FREHf{i',,!TIi5 FEll;', Eq",I"-':~; :[ TIE l;::'()?-~!'l E:'~' i'HE HLIN;(C:[I:::'I::I!~.]:'t'r' O!:::' FII",!CHE~RFIC~iE ;;;~: ;[ l,.! ]; l..! .. !NSf'FI!!, T'i'!IE 'E;"r"i~;]EH ;[~',t FICCOI:;:D!=IHCE Hi'TH '!"!'IF~ ':]:: I: I.,ff',![;,E!;?'.~;3F:tI",I!;) THF!-f Ihl!E Ot",I~'"~};];TE~: ~;t{t,!Ef~: S"?S"I"!EH I"/1:::17 I:;?.EE:¢J;I;F4'.I~] I:;'1::: '::: t ':d:::!",i(':F ~h :;~ ',i ~ :,~ :, "1 I ~[., t: fj[:,~] i"lO[~'E TNI:::!t",I '::! 12,[~C,!:;;:(:)OH'i5 ........ . ;~,~.~/,~_~e,,~ .... ~ ? ~B' '., .._'.'_P.~ ~.,, ,~. MUNICIPALITY OF ANCHORAGE ~ ..~ / ~.~~;'~ ............. ~RTMENTOF HEALTH AND ENVIRONMENTAL PROTECTION ...... SLOPE 1 2 8- 9- 14 ~0 WAS GROUND WATER ENCOUNTERED? SOILS LOG Il PERCOLATION TEST SITE PLAN Gross Net Depth to Net Reading Date 'Time Time Water Drop ~-----~',"~'~'/'~'~ ~-R C O L A T I 0 N RATE /~ (minutes/inch) BETWEEN ~" ~ -- FT AND /'CZ' ¢) FT IKEN'S COMPANY WATER WELL DRILLING PUMP SALES & SERVICE (907) 243-7893 KEN JOHNSON p & ]? PRODUCTIONS LARRY H. NEAS P.O. BOX 10-367 ~NC!IORAGE, ALASKA 995~. 3163 LINDEN DRIVE ANCHORAGE, ALASKA 99502 REo Lot 110 Sect. 1.5 TN12 N R3¥t Slvl WitTER WELL LOG 0 ft to 2 ft 2 ft to 15 ft ~5 ft to 47 ft 47 ft to 5/~ ft 5/t ft to 57 ft ~? ft to 6o ft 60 ft to 65 ft 65 ft Brown silt with course gray & cobbles Course gravel and ~ray silt Sand with some fine gravel Same but weeps h2o Brown silt ..dry Same but weeps H2o l¥Iedo sand and gravel ,.heaves 5' to ?' Clean course gravel s,nd sand water Z~5 ft Static ( 20 ft head ) Test baile~ at 16 GP~I 2 ft drawdown Leave ?0'-l" casing for grade SEt pump at 58 bearing Parcel I.D. # 1. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL. FOFI A SINGLE FAMILY DWELLING 015-483-06 GENERAL INFORMATION Complete legal description Lot 110, T12N R3W Section 15 Location (site address or directions) 10160 Our Road, Anchorage, AK 99511 Property owner _R_oland,~Step~¢n & Patricia Mailing address 10160 Our Road, Anchc~r~ge,~ AK Lending agency N/A 99511 Day phone Day phone N/A Mailing address Agent Address N/A Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 4 TYPE OF WATER SUPPLY: x Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system, TYPE OF WASTEWATER DISPOSAL: Individual ()n-site X Holding tank ' Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA #21 5. STATEMENT OF INSPI-'CTION BY P'NGINEER 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 application 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 Eagle River Engineering Services Address P.O. Box 773294, Eagle River, AK Engineer's signature ~ ~- Phone 694-5195 99577 Date DHHS SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments Date 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. 72-025 (Rev. 1/91) Back MOA ti21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Log present (Y/N) Total depth Sanitary seal (Y/N) Legal Description: ~.UT- //D A. WELL DATA Well type /~/~,4-/'~ If A, B, or C, attach ADEC letter. )/~ Date completed ~',~5~ Cased to ~,~ / Parcel I.D. ADEC water system number Casing height Wires properly protected (Y/N) FROM WELL LOG Date of test /5~"~ Static water level Well flow Pump level g.p.m. INSPECTION gN¥ip, oNMF-N~AL SERviCES D VIS~ON g.p.m. RECEIVED SEPARATION DISTANCES FROM WELL TO: Septic/hehC4~g tank on lot /~) Absorption field on lot Public sewer main Public sewer service line I1¢ ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform 7 Nitrate /, Date of sample: _~ '7'/7*/¢ /¢~'ollected by: Other bacteria B. SEPTIC/HOEDING TANK DATA Date installed P?/? ~-// ~/~ Tank size ,/'~ ~c9 Compartments ~- Cleanouts (Y/N) .~¢~ Foundation cleanout (Y/N) ~/~/ Depression (Y/N) High water alarm (Y/N) /"///] Alarm tested (Y/N) Date of pumping /"///¢ ~ SEPARATION DISTANCES FROM SEPTIC/H'EH=BhNG TANK TO: Well(s) on lot //-) '~ ~ On adjacent lots To property line / ¢" Absorption field Surface water/drainage ,/"//~ Foundation Water meir~service line 72 028 (Rev. 3/91) Front MOA 21 CONTINU ED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent(Y/N) "Pump on" level at Fligh water alarm level Meets MOA electrical codes (Y/N) SEPARATION DIS~ANCE'~F~FROM LIFT STATIQN TO: W.~__~~''/ On adjacent lots D. ABSORPTION FIELD DATA 'Datelnstalled. O~J Length /O0~,/~z Width ~'j ~ / Gravel thickness Total absorption area _ Depression over field (Y/N) Manufacturer _ Manhole/Access ~'"/'-' _ "Pump off" level at /'~Cycles tested Surface water Results (pass/fail) Peroxide treatment (past 12 months) (Y/N) SEPARATION DISTANCE FROM~ABSORPTION FIELD TO: Well on lot J,/~Z- ! On adjacent lots .¢-/O~ / __ Property line 'To building foundation Z~ ~,. / -- To existing or abanctoned system on lot Iots~ On adjacent Cutbank /h(,L~_ Water mainYservice line. Surface water __ ~/.4 Driveway, perking/vehicle storage area Curtain drain ~.~lA .,~//~ / Totaldepth /~,,'~/ /~ / Cleanouts present (Y/N) __ X/:Z :-,)_/ YE'5 Date of adequacy test _ ~ ~4 ~'~ z~w~ ~.~- ~/~ ~ for __ ~]' bedrooms If yes, give date E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in eff~.c~.e~f'h~,,~&(e~of this inspection. Signature _~:~ Engineer's Name ~'~' /'~'Y-~'~ [)ate HAA Fee $ //d Waiver Fee: $ Date of Payment /- ~ ¢ - %~ Date of Payment Receipt Number ,--P ¢__~- ,~ 5~° /9 ~ :3..) Receipt Number 72-028 (Rev. 3/91) Back MOA 21 Eagle River Engineering P.O. Box 773294 Bagle Rivet ~lal~ka 99577 sampl~ Typel Routine Untreated Method of Analysis: Membrane Filtration NORTHERN TES'¥!NG LABORATORIES, INC. 3330 INOUSIR)AL AVENUE FAIRBANKS, ALASKA ~9701 907-&~.3118 Public .Water sy~t;em ;t.D.# Date ~rialyzod~ Date Reported~ Next ~ample Due~ Comments: ND - ~A = Old = 0S/~4/93 Time Receiv~dl 05/25/93 Time Analy~dt 0~00 05/27/93 Time Repor'~d~ Satisfactory : Unsatisfactory t'oeitive Te~t Result None Detected Too Numerous To Court2 {m~O ~lonie$ Collfluent G~owth }leery sediment Masking, R~eu~te May Not Be Reliab].e Sample Age >30 Hou~ Results May Not Be Sample Age >48 }{ours, Too Old ~of Re,ample Required No Test * # Coloniee/lO0 mi ** # Sample Sample T~tal* Fecal* other* HPC** Location Date Time Lab# Coliform Coliform Bacte~£a Result Oo~ent~ I TllN R3W, SiS, L]LiO 05/24/93 16~00 A}~1049 0 NT 0 NT S Microbiology Supervisor ~arch 29,1982 Municioality of Anchorage DHEP 825 "L" St. Anchorage,Alaska 99501 Attn. ~r. [Les Buchholz Reft: Lots 110 &111,Sect. 15,T12N,R3W,SM,AK. Owners-[Paul Lethenstrom & Larry Neas Dear Mr. Buchholz, Enclosed is test hole data for the referenced project. A. perc · test was run on Lot 111. Visual examination off material in TP#2 located on Lot 110 indicated that it was similar to the material found on Lo~ '111 but appeared to have a somewhat higher silt content.An es%imated perc rate is shown for SM material found between 3.0 to 10.0 fit. in T~#2 based on perc test data obtained sn Lot 111. Please note that we did encounter a fairly clean poorly graded sand below the 10 ft. level at this location. Recommend that trenches first be located to fit the topography for both lots and then locate well sites £or desired clearance. ~?he owner was advised accordingly. Very truly yours, Cortland X~./Broberg 2E APPLIC' NT FILLS OUT UPPEFI HAt ONLY '- '~ Phone Ma ng Addre~ ~ ~ · Address f~, [ Zip Code Lending Institution ~ :~ ~.)~ ,~ ...... m ~.-- X< ..... ~ ~~, Phone 4 -' {<J Zip Code Phone Really CO. & A~nt ~ Legal Descriplion ~..o--~ ~ ~t~ :L .... ~ ~ -~ ~ ;[ ~) ~2 ~. Type of ~esi~nce i~?le Family .~.:{ X,~ ~.. ~ Itiple Family No. of Bedroo~ g Olher Water upply ~dividual ~ ~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975. / ~ Community For wells ddPed prior to that date. give well depth (attsch log ii available), ~ Public Utility Sewer~lisposal ~dividual Year Individual installed:_ ~ Public Utility When Connected to Public Ulility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Insp6ctor '~ - ~ ~UNICIPALITY OF ANCHORAGE BECEI [D "~- ~¢ Z Well to Tank / / 4~ ,k Seplic T~k Size ,qeptomber 17, ].9,q2 P & P Productions Box 10-367 Anchorage, AK 99511 ,,u~ject. Lot 110 15 T12N R3W ~, ,- and water facilities cannot A.)pproval for the individual be granted until the following items have been I, ~IJ~ A well log ',n]bmitted to thi,~i office for onr fi].(;s and The, top of 'the well casin~] sealed ~¢ith that it is water tight. water analysis report needs to be sub)-~Qtted 'to t,t ofJ-'.J, ce 'f~?oHt the Chem Lab, 5633 13 .~3tr~,~3~t, for ou:c reviev~. o Plea,~)o notify this Department for a reinspec'tion when the noted dJ. sorepanoie~3 'have b~en corrected. If .there are any fn:t~theF questions, please call , .' o ' . fetid.' (z%) inch ca,~}t iron cle~u~out needs to bo in;~ta].led to septic tank and/or leaching area. Robert, C,, pratt Af~sooiate i~nvirol%mental Speeiali. s t