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Home My WebLink AboutWOODBOURNE TRAILS LT 5AWoodbourne Trails Lot §A #015-192-41 Permit Number: Tax Code Number: On-Site Wastewater Disposal System Permit OSP141287 01519241000 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Work Type: Septic Upgrade Permit Effective Dates: August 13, 2014 to August 13, 2015 Design Engineer: SPURKLAND ENGINEERING Subdivision: WOODBOURNE TRAILS Site LegalAddress: WOODBOURNE TRAILS LT 5A G:2641 Owner/Address: JOHNSON NORMAN L & SANDRA L 11581 DOGGIE AVE ANCHORAGE AK 995076342 Site Mailing Address: 11581 DOGGIE AVE, Anchorage Lot Size in Sq Ft: 28508 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By~ issued By: Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:l/www.m uni.orq/Onsite Development Services Division On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW **** WaiverS: 0SP14t288 COSA#: Permit~: OSPt41287 PID#: 015-192-41 Legal Description: Woodbourne Trails Lot 5A Engineer: Spurkland Engineering Applicant: Norm Johnson Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 15.0 feet. This waiver approval applies to the proposed absorption field only. Any furore upgxade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: ~t/7//~,¢' Approved by: Iqame °f Reviewp¢'/ **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 015-192-41 Property owner(s) NORM JOHNSON Mailing address 11581 DOGGIE AVE., ANCHORAGE, AK 99516 Day phone 346-1351 Site address SAME Legal description (Sub'd., Block & Lot) WOODBOURNE TRAILS LOT 5A Legal description (Township, Range & Section) Lot Size .Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([~ all that apply) Absorption Field [] Initial [] Single Family (SF) [] (wtwo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] /.~ U ~[~M~.E.rA, (SF and/or D, Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: SLOPE Distance: 15' I certify that the above information is correct. I further certify that this is in accordance with appl)cabJe Municipal Codes. (signaturepf property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Receipt Number: Permit No. O5¢1~ t~ Waiver No. Permit App_9-1 ~ 12.doc Environmental Consulting and Design SEPTIC SYSTEM DESIGN WOODBOURNE TRAILS LOT 5A Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 July 29, 2014 Subject: Septic System Installation Permit 11581 Doggie Ave. Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The proposed system will serve a 4-bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: No Groundwater observed to a depth of 17 feet below ground surface (7/24/14). Soil Rating. From Tes thole 7/17/14 53 mirdin - 0.45 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/0.45 - 333 sq.ft. Total area required: 333 x 4 - 1332 sq.ft. System: We are proposing a 1250 gallon septic tank followed by two deep trench absorption field. Each trench will be 50 feet long and 2 feet wide and contain 7 feet (1400 sq.ft, effective) of sewer rock. Soils: A test holes were excavated on July 17th, 2014. See the attached soil logs. Ground water was not observed. Ground water monitoring will continue through construction of the septic system. Surface Water: No surface waters were observed within one hundred feet of the proposed septic system upgrade. Topography: The ground level slopes down towards the west at less than at approximately 10 % grade. There is a road bank of approximately 40% slope approximately 15 feet away from the 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net ~~i~ Environmental Consulting and Design lower trench (see slope profile sheet 4/4). Waivers: Slope waiver- Absorption field to slope >25% 15 Feet. The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Lars Spu~kland, P.E. Civil Engineer 203 West 15a Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gci.net I_ot $ ;o! 4 Lo! 5 EAST KLA1T RD ® I II ® II Lot ,t VACANT ~. i i i~I Lot ~A VACANT N IiATE:I~15 IS NOT A SURVEYED PLAT. WELL & SEPTIC TIONS TAKEN FROM ON-SITE tFATER AND WASTE WATER EPARTMENT DOCUMENTATION, ALL LOC~4TIONS SNOWN ARE PPROXINATE. 50 ]dO 150 £00 250 SCALE~ l' = lO0 FT, SPUNK/AND ENGINEENING 203 iV 15TH, ~VENUE ANCH, ~K, 99501 (907) 279-3916 I OODBOURNE TRAIZS LOT 5A NORM JOHNSON 11581 DOGGIE AVE, ANCH£RAGEAK 99507 SEPTIC SYSTEM DESIGN DATE~ JULY 24 2014 SHEET; 1/4 GRID~ SiV 2641 PERMIT # OSPIIlOXX PID # 015-192-41 iVOOflBOURNETRAILSLSASClOafliVGi DIVERTER VALVE {NSULATE UNDER DRIVEWAY INSTALL ,50/.50 SPUTTER DECO~WISSION EXISTIND I SEPTIC TANK PER ~OA CODE £EOUIREkCENTS '~ " Lot 5A INSTALL 4-BEDROOM SEPTIC SYSTEI~ NDe 1250 GALLON SEPTIC TAHK INSTALL DIVERTER VALVE TRENCH LENGTH 2 x $0 FEET TRENCH WIDTH $ FEET MAX EXCAVATION DEPTH 1! FEET ROCK DEPTH 7,0 FEET COVER 4 FEET VACANT NOT~' NO S[REA~S O~ SURFACE ~ATERS ~ITHIN ] ~00' OF PROPOSED SEPTIC LOCATION J NOTE: THIS IS NOT A SURVEYED PLAT. ~/ELL · SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER OEPART~ENT DOCUk~ENTATION, ALL LOCATIONS SNO~IN ARE APPROXI~A TE. 25 0 25 50 75 SCALE~ I' = 50 FT, 125 150 II I 4' CONTOUR LINES SPURKI. AND ENGINEERING 203 W 15TH. A VENUE ANCH, ~K, 99S01 (907) 279-3916 WOODBOURNE TRAILS LOT 5A N~RM J£HNSllN DOGGIE AVE ANCH£RAGE AK 99507 SEPTIC SYSTEM DESIGN DATE~ JULY 24 ~014 SHEET: 2/4 GRID~ 2641 PERMIT # OSPI41XXX PID # 015-192-41 W£ODSDURNETRAILSLSA,SCSO. DWG /£lventer To Existin9 Field / Double Clean outs Ne~ 1250 Ga/Ion Stee~ Sept~ ~onk ND SCALE l'rench Elevdion 7,0 Pt o£ Septic Rock 7.0 St o£ Septic Rock Double Clean outs NEY 1250 GALLON STEEL SEPTIC TANK SPURKLAND ENGINEERING £03 v 15TH AVENUE ANCH AK, 9950! (907) 279-3916 WOODBOURNE TRAIISLOT5A NORM JOHNSON 11581 BOGGIE AVE, ANCHORAGE AK 99~7 SEPTIC SYSTEM SCHEMATIC DATD JULY 25 2014 SHEET: 2/2 GRID~ 264l PERMIT Il £SP141XXX PIB Il 015-19£-41 WBTLSAD3,DW6 DEPTH SOIL DESCRIPTION DATE:__7/jT/'f4_ I ORGANICS P/AS GROUNDP/ATER OBSERVED: No IF YES, Al' P/HAT DEPTH: 2 $ 4 $ 6 7 8 10 11 12 15 14 I§ 16 17 s~tr ~/ SO~E aRAVEt (Ut, G~) AFTER MONITORING PERIOD: , Dn/ DATE OBSERVED:_ ;~/24,/_~_4._ PERCOLATION TEST., FILL DATE GROSS TIME NET TIME DISTANCE DROP 5,815' 7/24/14 I:10 PI~ 0 min. !5,188' 1:40 PI~ $0 min. 5. f88" 0.688' 4,688" 2:10 PI~ .TO min. 4,688' 0.500" 2:40 PI~ .TO min. 4,125" PERCOLATION RATE: 55 minutes/inch PERC HOLE DIAMETER: 6 inches TEST RUN BETWEEN 6.5 Fr AND 7 Fi' SITE PLAN: N SEE ATTACHED SITE PLAN 18 19 NOTES: PRE-SOAKED 2O PERFORMED BY: Anson Moxness. I, Lars Spurklond P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE W/TH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. SPUNK/AND ENGINEERING £03 PI 1Si'H, AVENUE ARCH. AK, 99501 (907) 279-3916 ~'OODBOtJRNK TRAILS LOT 5A NERM JOHNSON 11581 DOGGIE AVE ANCHORAGE AK 99507 SOIL LOG PERCOLATION TEST JULY £4 £014 GRID #, SW ,2631 PERMIT # PID# 015-19£-41 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVlRONF/~ENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE D~SPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL DESCRIPT (~N LOCATION ~r Material.~,~ t Liq. c DwellinglnSide length II Width TPHONE ~NEW []UPGRADE NO, OFBEDROOMS CZ ,:? 0.7 Liquid depth IF HOMEMADE: Well PERMIT NO, DISTANCE TO: Manufacturer Material Foundation ~/....~ ! Nearest lot Jine z~..(~{ Total length of'line)~ -1/I Trench~wi~th (J,-1 ~ ( I ,~3 --TQ~ches Material beneath tile ~(~ inches No.o,E,e, t. IL'ng'h°'each"n::' Top of tfJe to finish grade Width Length Depth Type of crib Crib diameter Crib depth Well Building foundation DISTANCE TO: Class Depth Driller Sewer line Building foundation DISTANCE TO: Liquid capacity in gallons PE MIT NO~., IDistance between lines .~ Total effective bsorption rea PERMIT NO. TotaJ effective absorption area :~t tts ZIs:Nearest lot line Distance to lot line PERMIT NO. Absorption area(s) OTHER PIPE MATERIALS APPROVED DATE LEGAL 72-013 (Rev. 3/78) LO¥ '5I MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264~4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST 11 13 - 14- 16 17 18- 19- 2O COMMENTS ~,~ ~'~ PERFORMED BY: ~f~ DATE PERFORMED: SLOPE SITE PLAN WAS GROUND WATER .! S O IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN . ~' ~ FT AND 7 FT CERTIFI fid BY 72-008 (6/79) I~ber 18, 1978 Mr. Dick Swain Dynamic Realty, Inc. 501 W. Northern Lights Blvd. Anchorage, Alaska 99503 Subject: Soils investigation for sanitary sewer system on: Lot 5t Block 6, Trails End Subdivision, Anchorage, Alaska. Dear Mr. Swain: At your request of October 11, 1978, I conducted a soils investigation at the proposed location of a sanitary sewer system on the subject lot. This investigation, which was accomplished on October 13, ]978, consisted of the inspec- tion of soils removed during drilling of a 6 inch diameter, 19.5 feet deep test hole, using solid flight augersr powered by a Nodwell mounted CME 45 drill rlg. After completion of drilling, the test hole was filled with water and a percolation test performed. The results of this test are tabulated on an accompanying sheet. The soils encountered are graphically shown on the accompanying test hole boring log. the soils consisted of a layer of Organics, Peat, and some Organic Silt 2.5 feet thJck, overlying a Silt with some Sand and Gravel 7.5 feet thick, underlain by a Sandy Gravel with some Silt to a total depth of 19.5 feet. The topography of the subject lot consists of a gentle slope in a westerly direction of approximately 5 per cent grade. Vegetation present on the subject lot consists of scattered stands of spruce, with occasional lone spruce trees, to 40 feet tall, including an occasional birch to 25 feet tall, scattered groups of willows and alders to 8 feet tall, grasses to 3 feet tall, and common mosses. No water table was encountered. An accompanying sketch shows the subject lot with the approximate location of the test hole in relation to the property lines. I appreciate the opportunity to be of service to you, Please contact me if you have any questions regarding this soils investigation. Very truly yours, Michael B~Bergmann Consulting Geologist Box 191, Star Route A, Anchorage, Alaska 99502 (907)344-9150 Attachments: Drawing of test hole boring log with location sketch and tabulation of percolation test results. xc: Department of Health and Environmental Protection O~ober 18, 1978 Lot 5, Block 6, Trails End Subdivision, Anchorage, Alaska. Percolation test performed on October 13, 1978, on Test Hole No. 1, by filling the 6 inch diameter, 19.5 feet deep test hole (Test was performed on interval 0.25 feet to 15.0 feet as test hole had caved at 15.0 feet) with water, and measuring the water level drop periodically for one hour. TABULATION OF PERCOLATION TEST RESULTS TIME LEVEL(inches) DROP(inches) ET(min) 0928 2.25" start start start 0938 7.0" 4.75" 10 2.1 0948 11.25" 4.25" 10 2.4 0958 14.75" 3.5" 10 2.9 1008 17.25" 2.5" 10 4.0 1018 .9.5" 2.25" 10 4.4 1028 21.0" 1.5" 10 6.7 RATE(min per inch) Average percolation rate for entire hour = 3.2 minutes per inch Average percolation rate for last one half hour = 4.8 minutes per inch Michael B. Bergmanm Consulting Geologist Box 191, Star Route A Anchorage, Alaska 99502 (907)344-9150 Due North 119.89' Utility Easement 10' Utility 3i' ,~ Due North 119.90~ -- D__oggie Avenue Lot 5, Block 6, Trails End Subdivision, Anchorage, Alaska. NOT TO SCALE Distances are approximate and have not been measured By surveying methods as to location of test hole. Michael B. Bergmann Consulting Geologist Box 191, Star Route A, Anchorage, Alaska 99502 (907)344-9150 T.H. No. 1 10-13-78 Organics, Peat, and some Org- anic Silt: moist, loose, brn to dk bm. Si]t: w/some Sand and Gravel, moist to sl moist at 7.0', med dense, graybrn. (GM-ML) ------10.0' Sandy Gravel: w/some Silt, sl moist to dry, med dense, graybrn. (GM) 19.5'TD NO WATER TABLE ENCOUNTERED Note: Test hole caved at 15.0' after pulling augers. Test Hole Boring Log represents soils encountered on: Lot 5, Block 6, Trails End Subdivision, Anchorage, Alaska. WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES Division of Geologicol 8~ Geophysicol Surveys Drilling Permit No. LOCATION OF WELL (Please complele either la, lb or lc.) A.D.L. No. --of--of--of-- lc IIDISTANCE AND DIRECTION .FROM ROAD INTERSECTIONS 3. OWNER OF WELL: 6. []C0bl$ tool []RolOry [] Driven ~DuG ~ Auger ~Jetted ~ Bored ~ Other= ~ Above or ~ Belo~ Io.d surfoce MUNICIPALITY OF ANCHORAGE DEPAP, T~EN'¥ OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH C~-:['R'f IFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date ~//~ GEHERAL IHFOR~.'iATIOH (a) Legal [)ascription (ir~clude lot, block, subdivision, section, township, range) Locatioa (address or' directions) (b) Applicant Name/'~ ~. "T~L.. _tl~e "T~ Telephone: Home -'~/~ ' ~J~'3 ~ Business Applicant Address // '~'",1~ /* l~::>O ~1'~1/~' (c) Applicant is (check one): Lending Institution []; Owner/builder [~; Buyer []; Other [] (explain); (d) Lendin9 Institution ~,¢Al4~1,~4-~,,~[,*--'~'~''~4 ~'~'~, ~" (e) Reat Estate Company and Agent Telephone Address (f) Mail the HAA to the following address: 1YPE OF RESIDEf4L;E Single-Family¢ Multi-Family [] Number of Bedrooms ___ '~ Other WAif EFI SUP?LY hldividual WoII)~I Community [] Public [] Note: It community well system, must have written confirmation from the State Department et Environmental Conservation attesting 1o the legality and status. SEWAGr: DISPOSAL Onsite,: 1, Public [] Community [] Holdin~ Tank [] Note: ~ community well s~stem, must have written confirmation from the State Department et Environmental Ooeservation aHesting to the legality aed status. ~¢HG!:,~ER!~4G Fli?..t PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of tile validation date shown below, I verify that my investigation of this Health Authority Approval shows ~hat 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 verity 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 disposa~ system is ie compliance with aU Municipal and State codes, ordinances, and regulations in effect on Address Approved for _~_-_~/~ bedrooms by ~,t, ~Date ~9~,~--~ y/~:~' ~:~lpl'r¥~V~c~_c~it~o n~/~App r ova~ is a p p r ove~/ Condition,l,J CAUTION Yhe Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. 'The DHEP does this as a courtesy to purchasers of homes and their lending institutioes in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before e certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 ;2-o25 d u84) WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION Legal Description: Well Classification ""~ -~ Well Log Present (Y/N) ~ Total Depth ~' Cased to Static Water Level ~ D ~ Casing Height Aboye Ground l,~,. ~ Electrical Wiring in Conduit (Y/N) ~ Separation Distances from Well: To Septic/Holding Tank on Lot I J ~ To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line ~,~ ~'~ J~ Cleanout/Manhole ~'~1~ t~. I~. Water Sample Collected by Water Sample Test Results Comments If A, B, C, D.E.C. Approved (Y/N) Date Completed t~' °~ ~" ~"~"' Yield Depth of Grouting NO Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots I ~, ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on B, SEPTIC/HOLDING TANK DATA Date Installed O¢-,T',~ ~ Ii'&, Standpipes (Y/N) '"r~¢ Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well ~ To Property Line ~ To Water Main/Service Line Course Size l~-.~O No. of Compartments Air-tight Caps (Y/N) )/' Foundation Cleanout (Y/N) Date Last Pumped ~/'A ;for ~1~1¢'//'~" Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72 026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 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 / ~'~ To Building Foundation Lot 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) Date of Last Adequacy Test To Property Line To Existing or Abandoned System on ; On Adjoining Lots ~ To Cutbank (if present) Comments D. LIFT STATION 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 th~heck...e,~v?:i.e_d~ conformed to all ~¢~!~A guidelines in effect on the date of this inspection. Signed ~_ _~¢~,~,,e~,~.~-~ Date Company MOA No. Receipt No. Date of Payment ~L -- ~ J ,~(,0 ~'~.¢...'"" ~-- ' ~ ...~.~. ~'' ;"")" :2."~: ' ,~ · ,% ~ -,f'.t Amount: $ ~9 .~-O~..~_ "f*, 49~ ?*'~ , ;.~., ~ Engineer's Seal Page 2 of 2 ~O~ TELEPHONE: (907} 279-3916 SEPTIC SYSTEM ADEQUACY TEST LEGAL: LOT 5, BLOCK 6, TRAIL END LOCATION: 11581 DOGGIE OWNER: ALLAN TALCOTT RESIDENCE: SINGLE FAMILY, FOUR BEDROOMS WATER SYSTEM: ON SITE WELL SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: TANK: GREER STEEL, ABSORPTION SYSTEM: ABSORPTION AREA: SOIL RATING: 191 INSTALLATION DATE: TWO COMP. TRENCH 855 SQ.FT. 1250 GAL. OCTOBER 1982 DATE OF PUMPING: MARCH 19, 1986 ISAACS DATE OF TEST: MARCH 19, 1986 TEST PROCEDURE: SYSTEM WAS INSPECTED AND MEASURED. TANK WAS FOUND WITH 5 FEET OF COVER. 47 INCHES OF CLEAN LIQUID. NO SLUDGE OR SCUM. STAND PIPE AT END OF TRENCH COULD NOT BE LOCATED DUE TO SNOW COVER. 1000 GALLONS OF WATER WAS ADDED TO THE TANK AT A RATE OF 50 GALLONS PER MINUTE. THE WATER LEVEL IN THE TANK DID NOT RISE. 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. ' ' '. .'.:2 :~ 03 W. 15th AVE "C" SUITE 203 ANCHORAGE, ALASKA 9950~ TELEPHONE: {907) 279-3916 RESIDENTIAL WELL INSPECTION LEGAL: LOT 5, BLOCK 6, TRAILS END LOCATION: 11581 DOGGIE OWNER: ALLEN TALCOTT TYPE OF WELL: SINGLE FAMILY WELL LOG AVAILABLE: YES INSTALLATION REQUIREMENTS MET: YES WELL YIELD FROM WELL LOG: 1.5 GPM PUMP TEST: 1.5 GPM DATE OF INSPECTION: MARCH 19, 1986 TEST PROCEDURE: WELL WAS PUMPED AT A CONSTANT RATE WHILE THE DRAWDOWN WAS MONITORED WITH AN ACOUSTIC PROBE. THE WELL WAS PUMPED FOR TEN MINUTES. THE RECOVERY WAS THEN MONITORED FOR ANOTHER TEN MINUTES. TEST FOR COLIFORMS: WATER WAS TESTED FOR COLIFORM BACTERIA ON MARCH 19, 1986. 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. A..U NT OUT O.'¥ Property t3wner /,/~p .~ ~./4.~ ~> ~ Phone Mailing Addre~ Buyer Address Zip Code Lending institution Phone Address /¢~/2- -) :~ 71 f~ ~ Zip Code Realty CO. & A~nt Phone Address Zip Code Legal Description Type~R(of esi~nce ~ngle Family ~ Multiple Family NO. of Bedroo~ ~ Other Water Supply ~dividual A~ACH WELL LOG. A wMI Icg is required for all wells drilled since June 1975, ~ Community For wells drilled prior to that date, give well depth (attach Icg if available), ~ Public Utility ~ndividual YeAr Individual Installed: , ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE iNITIATED. Time Time Time Time ~,~ Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: MUNICI?ALIT'{ OF ANCHORAGE ? ECEIV D (~"~) APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ) CONDITIONAL APPROVAL* 72-023