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Home My WebLink AboutSOUTH HILLS BLK 1 LT 8 , Municipality of Anchorage Page / of~__~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Na,~.~[~L...' ~ ~ ~[~ ~~ Wastewater System: ~ New ~pgrade Phone: No.o~rooms: ~ Deep Trench ~ Shallow Trench ~ Bad.Mound D Other Total Dept~from original grade: LEGAL DESCRIPTION SoilRating: ~'~ GPD/Sq. Ft. Lot: ~ Block: ~~Subdivi~i~n:~ [~ Depthlo pipe bottom from originalgrad :~ ~' ~ ~ Ft. Grovel depth beneath pip~.~ / Ft. Township: Range: Section: Fill added above original grad~: Gravel length: ~F WE LL: ~ ew ~ Upg rade Grsvel width: ~ ~umber of lines: Dis ance between lines: Pipe erial: ification(PrivateCA,B,C): % Total Depth: Cased To: Total absorptiona~:~ SQ. Ft. ~ Ft. ~ ~~¢ Date installed: Yield: GPM Pump Set at: Ft. Casing Height Above Ground:Ft. TAN K SEPARATION DISTANCES U Septic ~ Holding ~.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity i~allons: From Tank Field Station Tank S .... Lines ~~ ~~ Surface ~1 i1~¢ [¢' ~ -- LIFT STATION Water Lot ~ Size in gall°ns: ~~ Foundation ~ ~ j~ ~ ~ / ~- "Pu mp~v¢ at: "Pump~off",llevel at: High~water, f alarm¢ at: Pump Make & Model Electrical Inspections p~erfQrmed by: Remarks: BENOH Location and Description: Assumed Elevation: ENGI~.SEAL Inspections performe~¢e~v,,.~la,ka¢¢sT~ Dates: lst~/t~/~ ~ // Department of Health and man approval Reviewed and approved Date: -~ 72-013 (Rev. 9/91 ) MOA 25 Permit No. SW930170 Page ~ of ? Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Descriptior~.'OUTH HILLS SUBDIVISION, BLOCK 1, LOT 8 PID No.: 01706314 100 C01 CO 79.4~ 1500 GAL / / MT3 MT4 76.4' WATER FOUND 5/26/93 PROX. STREAM LOCATION fELL RADIUS~ ~ _ EAST 140fh AVENUE LO.~:~~ / I O0~L ~TBACK 100' WELL RADIUS WELL 3 BDRM HOUSE 100' ~ ""- / / T.H. #4 &~ T.H. if3 CO ~ //'--.. ~ % · 'c0, NEW 1500 ~ ~ ~__ ~ ~.~ P. s~ COl 62.0 169.5 I M~ 7O5 178.5 I MT1 820 [96.0 [ ~ ~STRIBUT[pN %~ . MT3 850 It06.51 8C~ I" = 40' 72-013 A (Rev. 9/91) MOA 25 SETBACK ENGINEER'S SEAE ,:.... :;~ · MUNICIPALITY OF ANCHORAGE, BUILDING EOOTIN~ ~ ELEO. TEMP. ~ PLBG. FOUNDATION ~ ELEO. 8ERVIGE ~ PLBG. BOND BEAM [] ELEC. ROUGH FRAMING [] ELEC. FINAL . INSULATION __ [] OTHER SHEETROCK- [] STRUCT. FINAL [] FIRE FINAL OTHER [] ZONING ~,%NO NONCOMPLIANCE OBSERVED "3 WILL REEXAMINE AT NEXT INSPECTION [] [] GAS TEMP. [] ' GAS , [] MECHANICAL- [] MECH. FINAL [] [] PLBG. FINAL~ [] [] OTHER [] [] CORRECTIONS ESSENTIAL AS EXPLAINED BELOW [] DO NOT CONCEAL UNTIL REINSPECTED " -- I- \ '--.':'~n.~-- ~,"~--~- - --' ' :/ ' / - (-"~: ~ --I '1 · - .... · ' ": ' I . .>-.:.~"v'... ~,s~[ct0~.:.~-/ - ~"',~':--":.'-:.~I t"'-'' ". ' :'~ ~:WHEN.C~RRECTIONS'AREMADE, PLEASE CALL FOR INSPECTION -'. [ ' . -. I 1 :- . ' . ,_..~ :.-.. . . , , . --: .. ':. . . . : '.. , .. --..:'.'.'" · : . '.'-..:,~ ..- ? : : :' ,-. '-.,,.:: ' :: .::?.?:::_ .. :.'::'~ ,-~ ....... -:.. . .:.-.::.:-... .... :..-. ::::.-:,:,:,:: . - .... .... .- :> :..- . ':;: .::'...... -::: .': ....... :.....,-. ........ . ..... .... .., _:-..-:... _., ~:.-. ,, · .... . ..~ . .~, -, ,., .... . ...... - :... .:,,_. PAGE 1 OF 1 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 PERMIT NUMBER:SW930170 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:CROWE PAUL & ROSE MARIE OWNER ADDRESS:7101 HILLSIDE WAY ANCHORAGE, AK 99516-3742 DATE ISSUED: 6/21/93 EXPIRATION DATE: 6/21/94 PARCEL ID:01706314 LEGAL DESCRIPTION: SOUTH HILLS BLK 1 LT 8 LOT SIZE: 52800 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. 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 (18AAC80). 3. 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 4. 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 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: ROBERT SHAFER, P.E. ROGER SHAFER, P.E. June 5, 1993 CIVIL ENGINEERS (907) 694~2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST ~unicipality of Anchorage )EPARTMENT OF HEALTH AND HUMAN SERVICES 325 L Street Anchorage, Alaska 99501 REFERENCE: Lot 8; Block 1; South Hills Subdivision Request you issue a permit to upgrade the septic system serving the three bedroom home on the referenced property. The existing system is in a state of failure and encroaching groundwater. Four test holes were excavated and percolation tests performed in the area of the proposed upgrade. During excavation of test hole #3 water was encountered at 7', after seven day water monitoring water was found at 6' in both test hole ~3 and #4. Attached is the proposed upgrade design. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic upgrade. If you have any questions or require additional information for your review, please contact us. rt A. Shafer, P.E. JRAS/LSU/lsu STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP · SUITE 204 - EAGLE RIVER, ALASKA 99577 Z 0 ,,, 0 z L~in'' I,I Municipality of Anchorage '; '~ '~ ' ~ ¢ ..... DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 , ....... - .... %-- .: SOILS LOG PERCOLATION TEST · · EGA, DESCR,P'rION: )..-8 .,gl ,, 6- 7 8 9 10 11 12 13 14 15 16 17 18 19- 20- ~..X~'7/-/- /-/I(~,S STownship, Range, Section: t/_ WAS GROUND WATER y _~::~, ENCOUNTERED? IF YES, AT WHAT 7I OL DEPTH? P E Depth to Water After 0 Monitoring? Dale: SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /~) tminutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN '~ FT AND ~'~_ FT // COMMENTS $ & S ENGINEERING . . _ 17034 E~gle River Lo~p PERFORMED BY(~a~ ?.'~¥~.'", Alns~a 99'577 I /~J~- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELiNE~,I4 E~CT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 %" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~"~,L ~--L'ND~'' LEGAL DESCR,PT,ON: LS~I/ %.~//,~ s~ 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DATE PER Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? L IF YES, AT WHAT -"-" O DEPTH? P E Depth to Water After Monitoring?' (::' Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN SE~WEEN '~ ~T*ND ~ ~T COMMENTS PER FORMED ~'~'~;~; ;~;;;' [~" "0'' NO. '' , ~~ CERTIFY THAT THIS TEST WAS PERFORMED IN Eagle ~iver, Alaska 99577 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES~CT ON THIS DATE. DATE: 72-008 (Rev. 4/~) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: South Hills Subdivision, Block 1, Lot 8 GENERAL: 1. Se The scope of this project includes the installation of a 1250 gallon wastewater S.T.E.P. system (septic tank) and a pressurized absorption bed to serve the three bedroom residence located on the referenced property. The existing septic tank is to be excavated, pumped, crushed, and abandoned in place. Also the existing leachfield is to be abandoned in place. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Page two South Hills Subdivision, Block 1, Lot 8 Construction Practices Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. PRESSURIZED MOUND SYSTEM INSTALLATION: 1. Any peat or organic matter must be removed from the elevated mound site· 2. The bottom of the basal bed area as well as the top of the sand filter is to be within two inches of level· The distribution piping is to be of PVC (ASTM D3034 or equal). All joints are to be solvent cemented. The side slopes of the top layer of the mound system must not be steeper than 33% (3:1). The top of the mound shall be covered with a minimum of 6 inches of topsoil and vegetated sufficiently to prevent erosion. The distribution pipes are to be embedded in sewer rock. Care should be taken to backfill in such a way as to prevent damage to the piping system. Silt barrier material must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. Page three South Hills Subdivision, Block 1, Lot 8 Construction Practices MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final teachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the ~200 sieve. When sand is being used as a filter material, it's gradation specifications must conform to AMC 15.65.060D. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel· A septic tank may be set in place, but may not be backfilled before this inspection. Page four South Hills Subdivision, Block 1, Lot 8 Construction Practices 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. 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 FOR A SINGLE FAMILY DWELLING Parcel I.D. # 1. GE~£RAL I~FORMATIO~ Complete legal description HAA # Location (site address or directions) Property owner Mailing address Lending agency Mailing address Agent Address Day phone Day phone Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: 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 on-site 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. 1191) Front MOA =21 5. STATEMENT OF INSPECTION BY ENGINEER 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 furtherverify 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. Alaska Water & Name of Firm Address Engineer's signature DHHS SIGNATURE ~ Approved for "~hLC-z?:~-' (~) bedrooms. Disapproved. Condi.tional approval for Phone -~ ''~ ?-(~? '79 Date bedrooms, with the following stipulations: Additional Comments By: -- 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. Legal Description: 825"L" Street, Room 502 · Anchorage, Alaska 99501· (907) 343-4744 Health Authority Approval Checklist [% ~ ~=~ Parcel I.D.: RECEIVED o -o63 -}4. A. WELL DATA Well type Log present Total depth IfA, B, or C, attach ADEC letter. ADEC water system number Date completed · Cased to I OO Casing height (above ground) Sanitary'seal (y/N) Wires properly protected (Y/N) xj ~ ~ ~ S~-~ ~ A~SPECTION ~;o' ~ I-~/, FROM WELLLOG Static water level ~ ~ t 4 ~ t Well production ~ g.p.m. Z ~ ~ WATER SAMPLE RESULTS: Coliform ~ Nitrate .,~,j r~ ~,/...g Other bacteria Date of sample: ~/Z O/~,~ Collected by: ~ t~-.~ B. SEPTIC/HOLDING TANK DATA C~'o'"1% ~-0 ~)) · Date installed -7 / ol ~ Tank size ~ ~'C~ Number of Compartments Foundation cleanout (Y/N) Date ofPumpi g C. ABSORPTION FIELD DATA · Date installed '-//~ ~ Length ~-7, ~ t Width Effective absorption area ~ OO Date of adequacy test Fluid depth in absorption field before test (in.); Fluid depth ~ (ins.) Minutes later: Peroxide treatment (past 12 months) (Y/N) Depression (Y/I~ _ I',Jo Pumper ,~ + High water alarm (Y/N) Soil rating (g.p.d./ft2 or fl2podrm) ! Gravel thickness below pipe Monitoring Tube present(Y/N) Results(Pass/Fail) __ Cleanouts (Y/N) ~- S System type Total depth Depression over field (Y/N) For -~ bedrooms th Immediately afte~$Dgal, water added (in.): Absorption rate = ~' ~O g.p.d. If yes, give date Do mo Date installed '-') / ~'~ Manhole/Access (YfN) ~ ~ ,.~ Size in gallons "Pump ou" level at* 'de ~ "Pump ofF' level at* High water alarm level at* Cycles tested ES; q- SEPARATION DISTANCES *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot \ CY-/ Absorption field on lot Public sewer main Sewer/septic service linc ; On adjacent lots ; On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~ ~ ! ~ Property line 'dc~ t''t' Absorption field '~....~ t Water mai~ffservice line ~'"~ ~ C~ Surface water/drainage I ~30 '* Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Bnilding foundation q I t ± Water main/service line :> > I O t t..4. Surface water ~ O~ Driveway, parking/vehicle storage area Curtain drain ~o~--- ¢:.~OrOM Wells on adjacent lots >' IdVO! Propertyline F. ENGINEER'S CERTIFICATION / ' l cer t i fy t h a t I hfl4f~ rnJJ ~' (l t hru/fi ~ d, i~ ~"ec t i°ns and rev iew ° f Mun i c i pa ! Engineer's Na,ne4(~-~~~ HAA Fee $ ~' ~ Waiver Fee $ Date of Payment ~/~ Date of Payment Rev. 8/95 OSS: haa.wk.doc A\l[as]ka W'a t:e_Jr'i \W'atst:ewatt:er May 21, 1996 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 3atchorage, Alaska 99519-6650 8471 Brookridge Drive ~ Anchorage - Alaska 99504 Phone (907) 337-6179 - Fax (907) 338-3246 Consulting Engineers RECEIVED ,m"f. or JUN 4 1996 ~ .~]~/~ ~, .{ ~ept. Heaffh & Human Servi~~...~,~ . ~ Ref: Health Authority Approval for Lot 8, Bk 1, South Hills S/D. To whom it may concern: GENERAL: The subject lot is served by a private well and septic system (upgraded 7/93). On 5/20/96 adequacy tests were performed on both. The results are sununarized as follows: WELL: The static water level was determined to be at 45 feet below the top of the casing. Water was pumped at an average rate of 4.68 gpm for 120 minutes (561 gallons). The water level dropped continuously throughout the test and reached 204 feet (BTC) at the end of the pumping period. The recovery was monitored for 65 nfinutes during which time the water level rose to 105 feet, a recovery of 148.5 gallons. This corresponds to a recharging rate of 2.28 gpm. With a static water level of 45 feet, and the pump set at 250 feet, the storage capacity in the casing is approximately 305 gallons. Based upon this data, the well is deemed to be adequate for a 3 bedroom house. SEPTIC: The existing system was installed in July of 1993. Prior to starting the adequacy test it was noted that there was no liquid in any of the monitoring tubes. Water was introduced into the STEP tank at a rate of 4.68 gpm for 120 minutes (561 gallons). It was estimated that 80 gallons had been introduced into the STEP tank since the last pumping cycle ended, and prior to starting the test. I stopped introducing water at the start ora pumping cycle to ensure that all of the water metered was introduced into the drainfield. It is estimated that the total amount of water introduced into the drainfield was 640 gallons. The water level in the drainfield monitoring tubes varied from .75 inches to 1.5 inches. Sixty-five minutes later all the monitoring tubes were dry. I visually inspected the base of the mound and found no sign of daylighting. Based upon this data, the septic system was deemed to be adequate for a 3 bedroom house. If you have any questions, please 1-800-481-1162. Thank you. contact me at 337-6179, or on my digital pager at Sincerely, Je . trness, P.E., M.S. Owner/Consultant NOTE: The adequacy of a septic system is influenced by numerous factors, including, but not limited to, seasonal surface water infiltration, groundwater variations, septic system maintenance (frequency of septic tank pumping, usage of biological additives), condition of drain pipe and pipe joints (which can be damaged by seismic activi(y and deteriorate with age), (ype of substances deposited in septic system (cigarette butts, sanitary napkins, misc. objects), and the amount of water being introduced on a continual basis. Consequently, the results of this adequacy test are only valid for the specific day of the test. Furthermore, because of the limited nature of this investigation, it is possible that there are hidden defects which may not have been detected. No warrantee is made regarding the future performance of this well or septic ,system. c.c Paul and Rosemarie Crowe Paul Crowel.wps M-W DRILLING, Inc. P.O. Box 110378 · 10330 Old Seward Highway (907) 349-$535 ANCHORAGE, ALASKA 99511 DRILLING LOG Well Owner_,-. _.'q?~.~,~,_~?AiILdJ~O~_ .................................................................... Use of Location (address of: Township, Range, Section, if known; or distance main roe&...'. .~outn Hills, Uel1 Uo. 1, 20' Sou~h of House L'ot 8 b].k. 1 ~' ' " th Size of casing_.....6 ..... Dep of Hole ...... ?~.~2 .... feet Static water level o,n fL ~(~'~ Iow) land Screen ( ); Perforated .( : ~.-),. ~." '. ~T/A ~e~c~Jbe screen o~ ~er~o~atlon- ' ~ell ~um~i~j te~l ~k~-~a~J. ~ ~ (~i~te) for ~ ho~r~ wit~. o~ ~rawdow~ ~ :!,~.. :: ;.:',~ from static ~t~ ':' ~,~ .... ~. WELL tOG Depth in feet from ground surface ..... (! .... o...4:79 ....... TO .............. TO ............... ......... TO.__ ..... TO .......... TO~-- ............ £O ................ TO._.~ ............ TO.. ........... TO.- ........ TO ............. TO_ Cased to__~.O0 feet surface. Finish of well (check one) open end ( X ); 231 ? 6f.fOrmations penetrated, size of material, color and hardness Well: Bedrock Presumed to be ApproX. 99 feet '~ ~om-"'top- o f Cas lng. ,drofracked and yield improved from 16 GPH I N WWA Certifi~l Cont~aet(~_ ....... .... ~.~0-~'~[e~'te No's, 814 & 1 -- cUSTOMER / ~ JIJ~.~--C-~4--96 TUE ~9 '.49 AM rq--P~ DRILLIN~ 989 ~45~287 P, ~:' M-W Drilling, inc. P.O, Box 110878, Anehorag% A]~ka 9981}, (907} 84.5-4000 Fax: 848-$.9.87 RECEIVED JUN.. ,5 1996 MUnicipality o1 De~)t. He~¢k ~, , ~nct]ora ..... ~ ~uman · 'wOeS To Whom It }/ay Concern~ Thix will verify that on Friday, }/ay 31, 1996, we decommi,lioned a deep well for ~{r. and }/rs. Paul Crow, at 7101 ltill~ide ~/ay. The methodology used is as follows, Bottom of the well plugged with 2 lacks of Bentonite chips, well backftlted to minus 8 feet with silty soil. bentonite chip p~ui emplaced to minus 4 feet, casing cutoff and a 0.250" plate ~elded on top. The hole wa~ then backfilled with soil coverin~ the casing, Sincerely, Wayne E. Westb President are our bustne, rsl GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection Date of Ins'pection 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Legal Description: ~2 ~/ ~~~m Type of facility to be inspected~=~'-~ NO: Of bedroom< Well Data: A. Type C. Construction Sewage Disposal System: ~?-~=~ ~ ~ ~- ~ A. Installed /~ X ~ B. Installer J~ C. Septic Tank: 1. Size/~~/ 2. Manufacturer~~ D. Seepage Pit: 1. Absorption Area ~ 2. Material B. Depth D. Bacterial Analysis E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank ~a ~ , Absorption area Nearest lot line /'~ ~-- , Other contamination B. Foundation to septic tank~//~/c~/, Absorption area C. Absorption area to ~earest lot line ~ ~ /~ ~ Sewer Lines EQ-034 (1/74) Page 1 of two pages P~e 2 of two'-pages~ T' R~ st for Approva~l' of Individual 'er & Water Facilities Comments k Approval ,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the ~nformation contained in th~s request for approval to be a true and accurate representation of the sub3ect se~er and ~ater facilities and these facilities are operating satisfactorily, EQ-034 (1/74) GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 1. Type of Inspection: CMRO VA 2. Property Owner: CHARLES & MARJORIE COX Mailing Address: BOX 417 Star Route A 3. Name of Buyer: MARVIN L. MCD/LNIEL FHA CONV X Day Phone Mailing Address: P.O. BOX 4-1492 Day Phone 4. Name of Lending Institution: 1st NATIONAL BANK (MAIN) Mailing Address: 646 4th Ave Phone 2794481 5. Name of Realtor or Agent: JACK W}IITE CO. (G.L. WEBER) Mailing Address: 909 W t 9th AVe Phone 277=1553 6. Legal Description: Lot 8, Blk 1, South Halls Sub Location: CORNOR OF ?3BBIT CREEK & HILLSIDE WAY 7. Type of Facility to be inspected: HOME 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served If Individual, depth of well 105 ft 9. Sewage Disposal System Type~of System: Public Utility If Individual, date of installation No. Bdrms. Individual (on-site) X EQ-037 (1/74)