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HomeMy WebLinkAboutK & S LT 158B ~ MUNtCIPAI_.ITY OF ANCHORAGE % .. DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 LStreet-Anchorage, Alaska 99501 TeLephone264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/Of~ WELL INSPECTION REPORT TPHONE LEGAL DESCRIPTION /_ A~"O/~ LOCATION [] NEW /,~_UPG RADE NO. OF BEDROOMS PERMIT NO. No, of compartments Liquid depth PERMIT NO. [ Material Liquid capacity in gallons I . ~ Well LU~j [ ~ /.~/ __ FoundationE~,,~ *~Z I No~z~ I . of lines ¢'* , Lenq,, ~ each I,h~ Tota, - ~ j~ Materi¢~en~oth tile j~ ---- ~ z ITotal effeF~veab~r~tion area '~-- Lehgth ' ' Widt~ ~-/~ 'Depth ~ ..... I PE~M~ <~ IType~fcri~ Crib~ eter Crib depth ~ Total effective absorption area STNCETO: WelJ ~ Building foundation Nearest lot line ~ ~Cl~s Depth DrHter Distance to lot line ~ PERMIT NO, OTHER PIPE MATERIALS 0 INSTALLER DATE LEGAL July 27, 1977 William E. Knowlton & Stephen J. Slote c/o Tryck, Nyman & Hayes 740 I Street Anchorage, Alaska subject: R&M No. 751199 Soil Investigation for Sanitary Sewer System, Lots 158i and 159B, K&S Subdivision, Eagle River, Alaska ~ Dear Mr. Kno~lton & Mr. Slote: At your request of July 20, 1977, we conducted a subsurface soils investigation at the proposed locations of the sanitary sewer systems on the subject lots. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on July 22, 1977, consisted of two test holes drilled to a depth of 20' below the existing ground surface. In addition, a third test hole was drilled to a depth of 6' in the centerline of the road adjacent to Lot 159. The test holes were sited according to your instructions and their locations are shown in Drawing A-01. Test Hole #2 was drilled approximately 20 feet north of the location shown in your instructions. This change in location was made to avoid drilling into an apparent existing septic system. Drilling was accomplished with a rotary drill rig using continuous-flight solid- stem auger with an outside diameter of 6 inches. Samples were taken at the depths shown on the soils logs in Drawings A-02 and A-03. The samples will be held in storage at our lab for approximately six months. A mechanical analysis was performed on the sample obtained from beneath the road in Test Hole #3. The results are shown in Table II. In addition, all material excavated was continuously monitored by an experienced engineering geologist. The topography at the drilling site is generally horizontal. At the time of the investigation the sites at Test Holes #1 and ~3 had been stripped and filled. The site at Test Hole ~2 had original vegetation. The soils encountered in the bore hole are shown in the test hole logs in Drawings A-02 and A-03. The symbols used in Drawings A-02 and A-03 are explained in Drawings B-01 and B-02. These logs display specific conditions encountered at the test locations. However, subsurface July 27, 1.977 Mr. Knowlton & Mr. Slote: Page -2- conditions may vary in other parts of the ]qt without any apparent surficial evidence of the change. Groundwater was not encountered in the test holes. Bedrock was not encountered. At the time the holes were drilled seasonal frost was not present. Permafrost was not encoun- tered. A percolation test was performed within Test Hole %~1, at the depth shown in the attached Table 1. All depths were measured from the top of the hole. The data in Table 1 show average infiltration from the depths indicated. At the time the perc test was performed tine hole had caved in and was filled with loose soil to a depth of 7' below the ground surface. Because of the rapid percolation rate, it was not possible to run the percolation test for an entire hour. Based on the visual classification of the soil and the requirements set forth by the Municipality of Anchorage, a percolation test was not necessary within Test Hole ~2. We appreciate this opportunity 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. Step<~anie Hoag staff Geologist Jim McCaslin Brown, Ph.D. Ilead, Earth Science Department SH:JMB/sl Attachments: Drawings A-01, A-02, A-03, B-01, B-02, Table I, Table II -0 T. H. - 3 Lot 159 B 0--' ~ 80' 4T.H' 2 BE\~RLY DRIVE Lot 159 A Lot 158 B 70' Lot 158 A Not to Scale Test hole locations are approximate and have not been measured by survey methods. CONSULTANTS, INC. LOCATION DIAGRAM KIIOWLTON AND SLOTE ~ [~. NO 751199 -ol . T.H. ~1 7-21-77 SAND w/ SO~ GRAVEL, TRACE SILT (SW) Moist, Brown _ 1. 5' SAND w/ So~IE SILT, SOME GRA%?EL, TRACE ORGANICS (STICKS) Brown, Moist (SM) SAND w/ sOME GRAVEL, TRACE SILT (SW) Grey - Brown, Moist T.H. ~2 7-2.1-77 Gpj~VELLY SAHD w/ TRACE SILT (SW) Brown, Moist SAND vi/ SO~E G~VEL AI~D SILT (SM) Brown, Moist GRA\rELLY SAND w/ TRACE SILT (SW) Brown, Moist 2I SA~]D w/ SO~K~ SILT A_ND GRAVEL, TRACE ORGANICS (STICKS) Moist, Grey-Brown 1 SILT w/ SOME SAND AND GPJkVEL, SOME ORGANICS (ML) Dark Brown, Very Moist 7.5T SAND w/ TF~CE SILT (SP) Coarse, Grey, Wet Some Gravel At 13' A 1 SAND w/ sOME SILT (SM) Grey-Brown 16' SILTY SAND ('SM) Brown 20'T.D. No Water Table Encountered No Water Table Encountered These logs represent subsurface soil conditions within the test holes at the locations shown in Drawing A-01. See Drawings B-01 and B-02 for explanation of symbols. ~ .... 19' 20'T.D. C~D: SMH ~ LPROJ. NO 751199 , j[o C C A-O: ..... TEST llOLE LOGS KNOWLTON AMD SLOTE T.H. 3 ~-22-77 GRAVELLY SAND w/ TRACE SILT (Fill) (SW) Brown, Slightly Moist SILT w/ SOME SAND, TRACE GRAVEL TRACE ORGANICS (TWIGS) Orange-Brown 4 ' GRAVELLY SAND w/ TRACE SILT (SI.Y) Orange-Brown, s].ightly Moist -- 6' T.D. This log represents subsurface soil conditions within the test hole at the location shown. See Drawings B-01 and B-02 for explanation of symbols. MH 7-22-77 I "=3' ' ~NSULTANTS, INC. TEST HOLE LOG KNOWLSYDN AND SLOTE ['D~.. N O. A-03 .-J TABLE 1 PERCOLATION TEST TRYCK, NY~gXN, HAYES R & M NO. 751199 TIME 11:30 11:31 11:32 11:33 11:34 11:35 11:36 ELAPSED TIME 1 2 3 4 5 6 FEET 2.65' 4.5' 5' 5.75' 6.3' 6.75' 7.0' FEET 0 1.85 0.5 0.75 0.55 0.45 0.25 4.35' OR 52 INCHES TOTAL DROP IN 6 [~INUTE8 0.1 MINUTES/INCH LABr]RATORY TEST REPORT TABLE II F:I&M GOI~-~ULTAPdTSj INC. TEST ON CLIENT/PROJECT- SOURCE _ SAMPLED FROM_ LOCATION __ Roacl_MAhe~ZJ.a~. R& M PROJECT NO. Tr_ cy~k_, Nyman, & Hayes LAB NO. _ Be~er]y~C-- SUBMITTED BY ~Hoa~ FIELD NO. DATE SAMPLED_7-2~77 _DATE REPORTED E~e R~r, Alaska DEPTH 4' ~ DATE RECEIVED 751199 TH. 3 S1 7-25-77 7-22-77 GRAIN SIZE DISTRIBUTION , PASSING AS SIEVE RECEIVED 5" 1 1/2" 100 1" 96 3/4" 1/2" 3/8" CLASSIFICATION AASHO FAA UNIFIED %+3 GRAVEL % SAND % SILT % CLAY FSV LL PL PI CLASS TOTAL WT. TESTED GMS REMARKS ~ SPEC ~INE sPec L, A. ABRASION LOSS DEGRADATION VALUE THIN-ELONGATED. ORGANIC COLOR_ DELETERIOUS MAT, MINUS ~200 MESH SOFT FRAGMENTS COAL & LIG. OR LT.WT.PT. CLAY LUMPS STICKS & ROOTS FRIABLE PARTICLES SPECIFIC GRAVITY ABSORPTION FINENESS MODULUS SULFATE SOUNDNESS FREEZE--THAW RATIO GRADE- COMPACTION OPIlMUM MOISTURE MAX. WET DENSITY_ MAX. DRY DENSITY_ CORR. MAX. DRY DENSITY % FRACTURE METHOD _ NATURAL DENSITY _ NATURAL MOISTURE WEIGHT LOOSE WEIGHT RODDED _ MOISTURE -- PERCENT 00765~; AS-BUILT LOT 158 Els K & S SUBDIVISION ANCHORAGE RECORDING DISTRICT REFERENCE PLAT FILE NO. 77-262 BEVERLY ORIVE LOT 159A ROAD [. SEPTIC C LEAiOUTS FOUNO ALUM. CAP ~ ON REBAR 144.41~ R LOT 158 A 3" MO.. ..... INDICATES WOOD RAIL OR PICKET FENCE FENCE EXISTS ALONG EAST & WEST PROPERTY LINES COMMON TO ADJACENT LOTS. NO FENCE' ALONG GEVERLY DR. I HEREBY CERTIFY THAT THIS PLAT REPRESENTS A SURVEY MADE BY MYSELF ON dULY 28, 1986 AND THAT ALL DIMENSIONS ARE CORRECT AS SHOWN WITH NO ENCROACHMENTS FROM OR ONTO ADJACENT PROPERTY. ~/~1~ ~ SCALE: I"= 40' TRIANGLE SURVEYS, INC. SRA6;*BZ YADON DRIVE PALMER~ ALASKA MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date July 21, 1986 GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 158B K & S Subd. T15N R1W Sec. 18 Location (address or directions) (b) Applicant Name Charles Sauve Telephone: Home 688-2376 Business _N/A Applicant Address P,O, 4RR Anchorage, Alaska 99509 (c) Applicant is (check one): Lending Institution []; Owner/builder []; Buyer D; Other [] (explain); (d) Lending Institution Commonweall;h Western Mo?bE~lephone __562-6477 Address _3601 C St~ Suite '222 Anch. ora~e, AJa. ska ~950~ (e) Real Estate Company and Agent ~ea Thc. Realto~a S~ Mi.~h Address P.O. BOX 77024~ Ea~le R~ver~ AK 99577 Telephone (f) Mail the HAA to the following address: ~ er~i naer __ TYPE OF RESIDENCE Single-Family b~ Multi-Family [] Number of Bedrooms 2 Other WATER SUPPLY Individual Well ~ 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 (11/84) ENGINEERING FIRMPROVIDK _, INSPECTIONS, TESTS, FiLE SEARCH, D..AANDINFORMATiON As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Healt/q 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 ali Municipal and State codes, ordinances, and regulations in effect on the date of this inspection?with waiver of well to septic tank separation distance. Name of Firm '[elephone Address F.~GLE RIVER ENGINEERING.S;LHVIOE,e F..A 6 LqEm]~ EI'CAqcg~5 / 7 Date ,P. 0,J~0X~232.94 894-5195 Engineer's Seal DHEP APPROVAL Approved for '¢'¢° eL)_ bedrooms by Approved Disapproved Conditional Terms of Conditional Approval CAUTION The 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 institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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 /2-o25 {11/84) MUNICIPALITY OF.ANCHORAGE (MO~-,, HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: Well Classification /,ay-~ / 0,/4 ~-~' If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) ~ Date Completed /~25- Yield Total Depth '~3 ~ Cased to ~ ~' 'Z Depth of Grouting Static Water Level ~ / ~/~ ~ o~ ~ Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments Pump Set At ~../.4- .... Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots / ~(-~ ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot L?~-4 ~'- ~' ~, ~3'~e~'~ ; Date '7~ B. SEPTIC/HOLDING TANK DATA Date Installed J~?5- Standpipes (Y/N) ,.F Air-tight Caps (Y/N) Depression over Tank (Y/N) /12 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 g'O / To Water Main/Service Line ! '¢ Course /'/~o ' Size //,~ ~1, No. of Compartments / /v Foundation Cleanout (Y/N) 42 Date Last Pumped ,3-~.~ ./.. ;for "~ Temporary Holding Tank Permit (Y/N) To Building Foundation ~ ~' / To Disposal Field z/'¢ / To Stream, Pond, Lake, or Major Drainage Page 1 of 2 72-026(11184) WELL DATA MUNICIPALITY OF ANCHORAGE (MO~,~ HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: MUi,~iCIPALI'IY L)F AiqCI-~©RA~ DEPT. (.)F I-IE/,LI'H & ENVIRONMEH[AL PROI'ECriON --fcc If A, B, C, D.E.C. Approved (Y/N) Well Classification Well Log Present (Y/N) ~/ Date Completed /~2,5~ Yield Total Depth ~q'~ / Cased to "z./~ ~,_ ~'~'~:¥"'~'Depth of Grouting /~'",'~ Static Water Level z/~/,4~" ;,~,4~, ,,¢ f~,~-;,- Pump Set At ~'"~"~"'~' Sanitary Seal on Casing (Y/N) Y Depression Around Wellhead (Y/N) Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by '" Water Sample Test Results .-.~ Comments B. SEPTIC/HOLDING Date Installed /¢ ?S' ~ Standpipes (YC~N..). /v Depression Pumping/Maintenance Contract Air-tight Gal (Y/I Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holdin To Water-Supply Well To Property Line To Water Main/Service Line Course Tank: ; On Adjoining Lots ; On Adjoining Lots /-'"~¢" ]rest Public Sewer Sewer Service Line on Lot Compartments Foundation Cleanout (Y/N) Date Last Pumped ,.7~,-,, e'/ ; for Temporary Holding Tank Permit (Y/N) To Building Foundation '"-~?/Y / To Disposal Field To Stream, Pond, Lake, or Major Drainage Page 1 of 2 72-026(11t84) §6t§-~69 v6;~ZZ X0g '0 'd LL'~66 >IV '~BAI~I 3'19Y~ ~ to 8 o6ed 'ON VOIAI 'uo!loodsu! 9!41 jo elep eql uo loojjo u! sOU!lOp!n8 VVH pue VOLN lie ol pswJojuoo Jo' '"~'-TT" '~¢~'~ '-~/Z x~'-- pe!j!J~e~a~o ~^eq I leql XJllJeo I ~, lsonbobl VVH lsu!eSV 6u!lebl uuooJpe~ pell!uJJod Hoeqo, s~uowwoo (N/A) sepoo VOIAI sloeR '],se± X'oenbapv buHnp SelOXO 6u!dLUnd (N/A) lUeA la^al ,,I~O dwnd,, (N/A) ssoooV/oloquel/q suo!suew!Q JOj pels@/ Iv la^e-I W~el¥ Ja~eM qS!H le le^O-I ,,uo dLUnd.. SUOlle9 u! oz!s pOllelSUl a~eQ /4'/ NOI/V/S .L41'1 'O / (luaso]d Ii) ~ueqlno o/ / ¢_~, slo-I 6u!u!ofpv uo '. uo wolsXs pauopueq¥ Jo 8u!ls!x3 Ol / o,¢/ au!9/,HodoJcl O~L 1se1 Xoenbepv ~sel lo oleo (N/A) lUeSe~8 sad!dpue19 // ss@u~of41 po8 lo^e-lO / _% plON ¢o qldaQ ~.) , 0_.¢/ plO!zl jo q),Suo"l uS!soO walsXs ~o edX.L ~7//¢fl O ¢/ )s@J. 4oenbopv lsel ~o sllnSebl (N/A) PleM .IOAO uo!sse~deQ eoJV uolldJosqv ~o loe-t oJenbs ,., ¢~ pla!:t ~o qlP!M o ~/.:....¢ pOllelSUl oleo e~eJI9 uo!ldJo@qv u! 8up, ebl si!os 'O V.LVa a-Iai4 NOI/dldO~GV P.O. BO,, ,96650 ANCHORAGE. ALASKA 99519-6650 (907) 264-4111 TONY KNOWLES, ivlA YOR DEPARTMENT OF HEAl. TH & HUMAN SERVICES September 3, 1986 Lou Butera, P.E. Eagle River Engineering Services P.O. Box 773294 Eagle River, Alaska 99577 Subject: Lot 158B K & S Subdivision Waiver Request, WR86-i12 Dear Mr. Butera; The septic tank-to-well separation distance on the subject lot was incorrectly stated as being 90 feet in my letter to you dated August 15, 1986. The actual separation is only 80 feet. Please consider the 100 foot separation requirement waived to eighty (80) in this case. Stipulations attached to the waiver approval is my August 25, 1986 letter remain in effect for this waiver. Sincerely, Civil Engineer On-site Servcies SSM/ljw August 28~ 1986 Mr. Steve Morris Municipality of Anchorage Civil Engineer, On-Site Services P.O. Box 196650 Anchorage, Alaska 99519 REF: Lot 158B K & S Subdivision Dear Mr. Morris: I have received your letter regarding my waiver request for K & S subdivision. I have enclosed the letter that I sent to you on 7/28/86 in which I stated the distance from 'the well to the sep'hie being §0~ The previously mentioned letter which I received from you has that distance incorrectly stated as being 90~ I found it important that this mistake be cleared up as soon as possible. Thank You, Leu Butera, P.E. A clkorage P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MA YOR DEPARTMENT OF HEALTH & HUMAN SERVICES August 25, 1986 Lou Butera, P.E. Eagle River Engineering Services P.O. Box 773294 Eagle River, Alaska 99577 Subject: Lot 158B K & S Subdivision Waiver Request, WR86-112 Dear Mr. Butera: This department has reviewed your request for a Health Authority Approval and waiver for the on-site water and sewer facilities on the subject lot. In the process of your inspection you have discovered a number of non- conformities in the well and septic system° The septic tank is located only 90 feet from the well on the subject lot and the well was found to be perforated at a depth of 33.5 feet. Both of these distance~are in violation of the 100 and 40 foot minimum distances required by Municipal code. You have noted a number of mitigating factors that lend on additional element of safety to the sewer and water facilities. An inspection of the septic tank revealed that the tank and associated coupling were in satisfactory condition. After the discovery of the perforation in the well casing a chlorinator-type disinfection system was installed which insures the quality of water supply. Given these mitigating factors, waiver to the required minimum separation distance between the well and septic tank and minimum casing depth have been granted. These waivers are valid only as long as the disinfection system remains in operation. Future approvals may require an inspection of the septic tank and disinfection system to insure that they remain in satisfactory condition and/or remain operational. Lou Butera, P.E. Eagle River Engineering Services August 25, 1986 Page Two These waivers are valid for the existing two bedroom single family dwelling only. Any enlargement of the setpic system will invalidate this waiver. Sincerely, Stephen S. Morris Civil Engineer On-site Services SSM/ljw SE ¢Yli'CES. Eagle River, Alaska 9957'] Telephone (90?) 694-5195 August 21, 1986 Mr. Steve Morris Municipality of Anchorage Civil Engineer~ On-Site Services P.O. Box 196650 Anchorage, Alaska 99519 REF: Lot 158 B K & S Subdivision Dear Mr. Morris: As per our conversation 8/11/86 a chlorine type disinfection system has been installed to purify the water supply serving the referrenced lot. This system injects chlorine into the water supp].y in response to pump demand. An asbuilt of the water system is enclosed. At this 'time the injector pump is being calibrated to determine free chlorine residual content. If this system meets with your approval please provide a comp].eted Health Authority Approval. If there are any questions or if addition information is requested, please fee]. free to contact me at 694-5195. Thank You hou Butera, P.E. Enol: Asbuilt Mr. Steve Morris Municipality of Anchorage Civil Engineer, On-site Services P.O. Box 196650 Anchorage, AK 99519 BEF: Lot .15OB, K & S Subdivision Dear Mr. Morris: On behalf of my client, Mr. Charles Sauve, I am submitting the information necessary for your determination of a waiver of separation distance, well 'to septic tank, to 80' for the above referenced lot. The septic system absorption rate has been 'tested and found adequate for a 3 bedroom use. The leachfield was upgraded in 1980 by Steve Slote and was inspected and approved by 'the Municipality at that time, as per 'the inspection report enclosed. The on--site sewage disposal system inspection report shows the well to septic tank distance as 73~ Our field measurements confirm the tank inlet to be at 80' from the well. There is no well log, but it is estimated that the well draws from a bedrock confined aquifer at a depth of 120'. The casing should be continuous to where it is seated into bedrock. The surface 'topography is such that any seepage would be directed away from the well location toward a 10% slope to the south. The subsurface soil is a GW-GP type with a pert. rating of 100. A water sample for coliform bacteria was satisfactory. The well. is located so that the house foundation is be'tween the septic tank and well tank. Connections were excavated and photos are enclosed showing non-leaking seals. The area in question has a iow population density. If 'there are any questions or if additional information is required please fee]_ free to contact me at 694-6195. Sincerely, Leu Butera, P.E. Encl: HAA application inspection report DATE RECEIVED INSPECTION APPOINTMENTS /C.CC~--~tL.,__~(_? TIME TIME TIME -DATE DATE DATE 'NSPECTOR ,NSPEOTOR ¼- INSPECTOR~ MUNICIPALITY OF ANCHORAGE D~PT. OF HQALTH &  DEPArTMeNT OF HEALTH & ENVIRONMENTAL P~OTECTION ~NVI~ONM~NTAL P;iOTECTION 82~ L S~reet. Anchorage, Alaska 99B01 dbi',~ ~ 5 ig81 RECEIVED ~E~UEST FOB APP~OVAL OF I~IVI~YAL ~ATE~ A~ 8E~E~ FAOlLITIE8 ~I~EOTIO~8; Oom~l~le all p~rls on ~aBe 1, I~1~1~ r~qu~sls will ~t b~ ~ro~ss~d. Please allow t~ (10) da~s 1, PROPERTY OWNER BAILING ADDRESS PROPERTY RESIDENT (If different from ab0~) 2, BUYE~ MAILING PHONE ~AILINB ADD~Es8 . i~E~AL DESCRIPTION STREET LOCATIO~I J 6. TYPE OF RESIDENCE/. SINGLE FAMILY [] MULTIPLE FAMILY 7. WATER SUPPLY NUMBER OF~BEDROOMS [] One [] Four ~ Two [] Five [] Three [] Six [] Other INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY 8, SEWAGE DISPOSAL SYSTEM * ATTACH WELL LOG. A well log is required for all wells drilled · since June 1975, For wells drilled prior to that date, give well depth (attach log if available.) .]~' INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) /--/~ C]3AO~Jaavsic] S~OO~Q38 ~HOJ Q3AOSaaV - -_ / au[~ ~o~ lso~ou ol ~o]~ uo[~dJosq~ au~ ~ol isa JeaN aUll JaMeS eelv UOl~dlosq~ ~ue~ 6ulPloH/Ol~das SgON~SIO '~ ~18~ ~U~ NOI~d~OSS~ ~&O~ U~SR~O~RN~ ~NV~ ~0 ~ :suo~suow~p DNIIVHS~IOS ap~mam°qs[~ue~tl o~ '(/ :°z~s ~ue~ 6u!ploH~ ~o ~u~ oRdas~ ~3qqV&SNI pag~JaA uoRoauuoo k~lll~fl 3118NdB QB~V~SN132VO 3~1S' NO/1VNQIAIQNI ~ U38~flN ~l~U3a ~3~SAS ~VSOdSIQ 39V~38 'S OgAI3OB~ ~0~ P~YH~A u°~3~uu°o daqllUa ~va AIINN~O3 lqaM ~o H~aaa qVNQIAIONI XIS ~ ~0~ ~ 0~ ~ ~I~V~ 3~dl~R~ ~H~O ~ ~AI~ ~ 33~H~ ~ ~NO ~ ~I~V~ 3~9NIS AqNO 3SN l~lOIJJO HOJ 3OlS SIH~ DAVID A. SLENKAMP ROBERTA. SHAFER MECHANICAL ENGINEER 694-9055 JulY 21~ .1980 Steve Slote SR 637 ~ugiak, Alaska 99567 Dear ],~. Slote~ Reference:' Lot 158A and 158Bi K and S Subdivision CIVIL ENGINEER 694-2979 MUNICIPALITY OF ANCEIORAG~ DEPT. OF HEALTH & ENVIRONMENTAL P[(OT~CTION RECE. IVED Per you~ request, a sewer system adequacy test was performed on the system located on the referenced property. ~.e septic tank ~.~s pumped and verified to have a capacity of 1250 gallons. The seepage pit was full of ¥~ter and approximately 500 gallons of ~ter had to be removed. Approximately 750 gallons of fresh water ~as tl~en added° At the end of a 24 hour period¢ approximaLely 134 gallons had percolated out of the crib. It can be concluded from this test that the septic tank is adequate to serve a residende up to and including 4 bedrooms. However, I reg~ret to inform you that the seepage pit is not adeouate for even a one bedroom residence. It will be necessa~7 for you to have the absorption area upgraded. If you need further assistance in obtaining a perr~t from the ],~nicipality for the upgrading of your system please do not hesitate to contact ~s. ATTE;!TION: Joyce Porte ],:mnicipality of Anchorage Depa'rtment of Heolth and Enviornmental Protection SRB 196X EAGLE RIVER, ALASKA