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Home My WebLink AboutMCKINLEY HEIGHTS #1 BLK 3 LT 7McKinley Heights #! Lot 7 Block 3 #051-212-21 Municipality of Anchorage Department of Health and Human Services Division of Environmental Services On-Site Services Section 825 "L" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage.ak.us (907) 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A S NGLE FAMILY DWELLING Parcel I.D.~d-i- ¢?dct ~ ~ ,/ 1. GENERAL INFORMATION Complete legal description HAA# ,~ff"~'~ Expiration Date: Lot 7, Block 3, McKinley Heights #1 Location (site address or directions) 18676 Amonson Road CurrentPropedyowner(s) Matthew & Sherry Wilmeth Dayphone Mailing address ]~C; /,-:2'2~ ~¢'7~'~{0.~ .2 ?/~./,~ ~,~ ~",, /¢~/~'. Lending agency Day phone 257-0130 Mailing address Real Estate Agent Remax/L~rry Clark Day phone Mailing Address 2600 Cordova,Ste 100, Anchorage,AK 99503 Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by: NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Public Water System Well 2 TYPE OF WASTEWATER DISPOSAL: 257-0130 [] Individual On-site [] [] Individual Holding Tank [] [] Community On-site [] [] Public Sewer [] The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. Cedificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72 025 ,Rev 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 based on procedures outlined in the Health Authority Approval Guidelines for the Health Authority Approval application show 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 applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Address S & S ENGINEERING 17034 Eagle River Eagle River, Alaska 99577 Engineer's Printed Name Robe,'t: C DHHS SIGNATURE Approved for ¢.~ bedrooms. Disapproved. Conditional approval for __ Date / 0/,.'...~.~.~o.~..o bedrooms, with the following stipulations. Additional Comments Attachments: HAA ChecMist Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Expiration Date: / ~ /?~- Original Certificate Date: Reissue Date: 72-025 ,Rev 01'00Y RECEIVED Municipality of Anchorage ,~ Department of Health and Human Services0CT I ]. 2000 Division of Environmental Services On-Site Services Section 825 "L" Street Roor~i§~J~.iPALITYOFANCHOP, AGE..._..._ P.O. Box 196650 Anchorage, AK 99519~L~r,~ONMENTAL SERVICES DIVISION www. ci.anchorage.ak.us (907) 343-4744 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~- 5/' /~Z-OC/~ ~/' A. WELL DATA Well type~ ~ v'/C'f~ If A, B, or C provide PWSID # Date completed~'~/¢~'~anitary seal ¥~J Total depth ~/fo --/- ft Cased to ~(~ ~- ft FROM WELL LOG Date of test ,.-- Static water level ,.~?/;/ ft Well production ~ g.p.m WATER SAMPLE RESULTS: Coliform ~ colonies/100 mi Date of sample: ¢/~_ ~'/~ .. SEPT.C,. ' Tank TyPe/Material ~,~c- Nitrate/,~ ~" Collected by: Parcel I.D.: Well Log. /ye Wires properly protected Casing height (above ground) /;~-t- in. AT INSPECTION mg/I Other bacteria '(~colonies/100 mi $ & $ ENGINEERING 17034 Eagle River Loop Roast Eagle Rive~, Alaska 99577 Number of Compartments High water alarm'%/r'~ System type ~'~' __ Depression over field__ Date installed /¢~-~ Tank size ~-.6qJ'~ gal ~leanouts t~-s Foundation cie. anout ~/~ Depression over tank,~ _-&-~_0 Da(e installed. Length .__ft Soil rating (g.p.d./ft2 or ft2/bdrm) __ Width __ft Gravel below pipe Total depth : .ft Effective absorption area. ~[t~ Date of adequacy test __ ~ ~~il)l ~ Fluid depth in absorpt~ befor~Ee~ in Water added Elapsed Time: .....-~in Final fluid depth in Any rejuvenation treatment (past 12 mo.) (Y/N & type). For bedrooms __ gal. New depth __ Absorption rate >= __ If yes, give date __ in. g.p.d. 72-026 (Rev. 01/00)* D. LIFT STATION Date installed 1 ~.~Size in gallons "Pump on" level at/~___, in "Pump off" level at Datum // ' Cycles tested SEPARATION DISTANCES in Manhole/Access High water alarm level at __ in Meets alarm & circuit requirements SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot /V//~s-/ Public sewer main ,A//~. Sewer/septic service line On adjacent lots On adjacent lots Public sewer manhole/cleanout Holding tank '7,5-- SEPARATION DISTANCES FROM SEt:~R~/HOLDING TANK ON LOTTO: Building foundation ~ ¢- Property line ~ /'¢'- Absorption field 7 Water main /',.//.,~ Water service line /(3 /~- Surface water / O~o ".r- Drainage ~'~2D /¢.- Wells on adjacent lots _,_?,¢. / SEPARATION DISTANCE FROM ABSORPTION FIELD ON /,._/Z~-&~/~./¢. ~"~,_,,/.~ LOT TO: __ Propertyline '!!~'" ..Bulling/foundation Water mai line , r~- Surface water Water Service /~..- ~U~l,i;, ___ Driveway, parking/vehicle storage Curtain drain on adjacent lots COMMENTS ' G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Date ,O HAAFee $~OOtOO Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 01/00)* Oct-10-00 15:51 CT&E Anchorage/Micro 907 561-5301 P.02 CT&E Environmental Services Inc. Laboratory Division ~,m,l,m,,m,~:m*~',~',m',m'~'~'~'~'~m'~m',m'~',m'~'~ 200 W. Potler Drive Anchorage, AK ggE18-1608 )flaking Water Analysis Report for Total Coliform Bacteria T,l: (~o?) S.=-2343 R~E Si~E BEFORE COLLECTING SAMPLE lex: 907 661-5301 ~TED BY WATI~K murrbm~ Analysis shows this Water SAMPLE to be: PUBLIC WA'I~,R sYSTEM I.D. # PRIVATE WATER sYSTEM Q . Sen4 i#~e Send lnvolt, e SAMPLE DATE: ~ SAMPLE TYPE: ~,," Routine ~ Repeat Sample (for routine sample with lab ref. no. _ ) Satisfactory Unsatisfactory t2 Sample over 30 hourS old, results may be un,liable ' d Sample too IonS in wansfl; sample shout Q not be'over~l}hourS old at examination to indicate ~liablc ~sults. Please sc~d ~,pc.~, ' ' Date Received / /')/? TI.R..,.. /' Analytical Method~ ~ambrann Filter ' · -~¢olonies/100 ~l. Io. Result* AnaLyst Untreattm weter~ S~nt to A.U.E.C. Anch ~b~ Jun [] C~ Special Purpose Time Collt~ted SAMPLE LOCATION Collected By BACTERIOLOGICAL WATER ANALYSIS RECORD MMO-MUG Result: TotaL Coliform Membrane Flltm~. Dirt~t Count Verification: LTB_ Fetal Coliform ConflFmatiun Final Msmbrune Filter Requite Reported By ~ Date BGB . Data: Time: GHent notified of UmbiliCi-results: Data: _ Time: CMl Colonlta/lO0 mt COL1FIRM Comments: Coliform/lO0 mi ~~ Member of tbs IGS Group ISoniOt6 G~irsle de Surmillsnee) ENVIRONMENTAL FACIUTIES IN ALASKA. CAUFORNLA, FLORIDA. IU_INOI~, MARYLAND. MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGiNiA 10-02-00 17:03 FRO~-CTE ENVIRON~NTAL 5615301 T-880 P.01/02 F-568 CT&E Envir. o.nmental Services Inc, Laboratory D vtsion 206 W. Potter Ddve Anchorage, AK 99518 Tel: (907) 562-2343 Fax: (907) 561-5301 CT&E Ref, #: 1005888001 Client PO#: n/a Client Name: S & S Engineering Pdnted Date/Time: 10/02/00 16:45 Project Name: n/a Collected Date/Time: 09/28/00 14:00 Client Sample ID: L7 B3 McKir~[ey Hts #1 Received Daterrime: 09/28/00 16:16 Matrix: Ddnking Water Technical Director: Stephen Ede PWSID n/a Released By:~~.~ Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Limits Date Date Init Total Coliform (MF) . /~'~'~'~ col/100 ml SM9222B 09/28/00 JDT Nitrate 0.5 U 6.5 mg/L EPA300 10.0 09/28/00 SCL , 'i ~IUNICIPALITY OF ANCHORAGE Department of Health & Human Services On-Site Sewer/Well Permit Application NOTE: Application must be filled out completely. SINGLE FAMILY DWELLING Property Owner Name //////~7'~/-/~Jc) ~ ~y ~/~/~ Mailing Address Legal Description '7 Lot Section Lot Size ~ 3/ 5(~'D')_/. ~-l~,~/Sq. Ft. Number of Bedrooms: ~ Parcel Identification Number Day Phone .('7/,/'/U~/''~j~ Zip Code _3 v Block Subdivision MUNICIPALITY OF ANCHORAGE Inspections will be conducted by: ENVIRONMENTAL SERVICES DIVISION ~ Approved Engineering Firm Municipality (permit fee included)SEP 0 2 1994 ~ Does~,~'~se contain any of the follow ng Hot Tub, Swimming Pool, Therapy Pool, Jacuzzi, ~ C~C~ ,~\~,--Xv, or Water softener Unit .... If yes, which one? plicat Sewer Only Sewer and Well Sewer Upgrade RECEIVED . Well Only I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and in accordance with applicable Municipal codes. Fees: ~_~_~. 0 ~ (~/~7)--~rpermit#_ Louis Butera, P.E. Registered Civil Engineer August 31, 1994 Robbie Robinson Municipality of Anchorage Dept. of Health & Human Services On-Site Services Division P.O. Box 196650 Anchorage, AK 99519 MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION SE? 02 1994 RECEIVED Re: McKinley Heights #1 Lot 7, Block 3 Narrative & Waiver Application Dear Mr. Robinson: On behalf of our clients, Matthew & Sherry Wilmeth, we are requesting an evaluation and approval of waivers for the proposed septic system upgrade. The proposed leaching system will r~laCe ~ existing hOIdi:ng ta~kOf unknown condition. The following waivers are required due to steep sl0pe, narrow lot size and the location of the existing well which combine to limit available area for septic improvement.: 1. On-lot private well to new tank and leachpit - 71' 2. Neighboring private well on Lot6 to newieachpit - 96' 3. Neighboring leachfield on Lot 6 to new leachpit - 20' 4. Lot line to leachpit - 1' The proposed septic upgrade and waivers are supported by the following physical data: The new septic tank will be the watertight, MOA approved type and is much less likely to leak than the existing holding tank. The surrounding lots have existing septic sites. Lot 4 appears unaffected, and Lot 8 will gain potential reserve area. Lot 6 is required to participate in the waiver, however, its reserve space is limited by its own well radius. With the exception of Lot 6, immediate neighboring septic systems are all +30' distant. The Lot 6 septic system has an effective gravel depth of 4' and our proposed system has an effective depth of 6'. The requested separation distance of 20' exceeds the minimum required horizontal separation distance computed as twice the gravel depth. \C :\WPWIN60\WPDO CS\1994\94-O37A.NAR P.O. Box 773294 ° Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 o The site topography indicates that surface and~g~oundwater floTM WoUld be to the :morthwesti ~Way ~mlthe Wel~t~(queSfi0n, supporting our waiver. Grade Slopes 5-10% to the northwest in the immediate leach area. iGrade betw~n wel~s and the ta~Ptt ~l~s 25~70%. towards the:~tank~pit eliraiflati, ng any:; chance of SUrfaCei effluent reaching either well head location. The bedrock surface is assumed to follow the ground surface and therefore forms a subsurface barrier layer that slopes away from the well location. Attached are well logs for Lots 1, 8 and 11 Block 3, Lots 6 and 8 Block 4, and Lot 3 Block 6, indicating similar conditions. The logs indicate several thick protective layers of bedrock and hardpan. Static water levels are above the water bearing layer, indicating a confined aquifer. Well logs show depths ranging from 160' to 500'. Static levels on well logs for the wells in Block 3 range from 42' to 90', and in Block 4 from 19' to 118'. No well logs are available for the on-lot well or the wells on Lots 2 and 3 Block 1, however sonar readings show the static level of the on-lot well as 22', and 28' for the well on Lot 2 Block 1. There is reportedly an abandoned well on LOt 3 Block 1 which we could not locate. Mr. Jay Williams, owner of Lots 2 and 3 Block 1 has reported the well on LOt 3 to be abandoned. Wells on Lots 2 and 3 Block 1 are not currently in use. Near surface soil consists of silty gravel. GM type soil is encountered from the 0'- 5' level. Percolation rates of the receiving soils at 0'-5' levels indicated 2.1-2.4 minutes per inch. Soil near the bottom of the test hole excavation was coarser, GP material and had a perc rate of less than one minute per inch. A sand filter layer will be installed under the leachfield, providing 2' vertical and horizontal separation from the coarse soils. The water table was encountered at the + 12' depth. We are providing a 6' separation to measured water table. The names and addresses of the adjoining land owners are as follows: Lot 4, Block 3 McKinley Heights #1 Everette & Colleen Richards P.O. Box 771913, Eagle River, AK 99577 Lot 6, Block 3 McKinley Heights #I Daniel F. Schultz P.O. Box 671824, Chugiak, AK 99567 Lot 8, Block 3 McKinley Heights #1 P.O. Box 671698, Chugiak, AK 99567 Statement of positive and negative impacts: The waiver enables locating an adequately sized septic system on a lot which has a poor well location, little usable area, and currently requires a holding tank. An existing separation distance infraction will be rectified. \C:\WPWIN60\WPDOCS\ 1994\94-037A.NAR We appreciate your earlier review of our proposed design and construction methods for the seepage pit. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \C:\WPWIN60\WPDOCSX1994\94-037A.NAR / APPROX. WELL / / ~-'~-~'~--A'MONSON-ROAB -.~--_%~_Z LEACHPiT DETAIL /~0' ~1 X ~_ ~ ~ / ~ EXIS% TANK 7 ~~ WELL ~ - TEST HOLE ~X . '~. . - M~%O E .T2BE .... ~ ~<¢x o - SEWER CL~NOUT ~ X ~ - WELL ~ ~ NO SURFA E A %EPT C PLAN LEGAL: MCKINLEY HEIGHTS ~1, LOT 7 ELK 5 OWNER: WlLMETH CONTRACTOR: N/A JOB ~ 94-037 I DATE: 08/~1/94~ SCALE 1" = 60' ~~~'~ P.O. Bo~ 773294 EAGLE RIVER, AK. 99577 (007) 694-5195 FAX: (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: McKinley Heights #1 Lot 7, Block 3 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, including Sketch S-1. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. Ali 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. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. Pit excavation shall be done with a track mounted excavator only. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. PIT 1. 2. 3. The bottom of the pit shall be level, plus or minus 1.5". The total depth of the trench excavation is not to be 8' with a 2' sand backfill. The contractor shall install a minimum of 2' thick vertical and horizontal sand separation material between original soils below 5' and septic rock. Separation material shall be MOA approved filter sand, placed as indicated on supplemental Sketch S-1. 4. The sewer line is to fie into the existing sewer line that leads to the existing holding tank. 5. The trench gravel is to be covered with typar fabric material. 6. A combination of soil (minimum 2' after settlement) and 2" extruded board insulation (35 psi) is to be placed over the leachfield and 2' beyond borders, with the exception of lot line observance. 7. The area over the pit is to be sloped a minimum of 2 % and contoured into the existing hill to prevent ponding of surface water runoff over the leachpit area. 8. The septic tank and leachfield must not be closer than 71' to the existing on-lot private well, 96' to the private well on Lot 6, and 100' to other private wells, 150' to any Class "C" well, or 200 feet to any community well. ~ by Engineer shall be conducted at the following times: 1. After excavation of pit, but before placement of any filling materials. 2. After initial sand layer (No. 1) and crib are placed. During this inspection the contractor shall place fill volumes No. 2 and No. 3 to the engineer's approval. 3. After tank is installed, but before it is backfilled, and all piping, monitor tubes and pit insulation is plac~l. Alternatelbollard designs shall be presented at this time. 4. After final grading, system tie-in and placement of bollards. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 8' GRAVEL DEPTH = 6' 'SAND DEPTH = 2' PIT LENGTH = 12.5' effective, 16.5' total with sand layer PIT WIDTH = 12.5' effective, 16.5' total with sand layer SOIL RATING = 1.0 GPD/ft~ BEDROOM CAPACITY = 2 SEPTIC TANK = 1,000 gallons Twenty-four (24) hours notice required for all inspections. C:\WPWIN60\WPDOCS\1994\94-037A.SPC J- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 %" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S SEAL) PERFORMED FOR: ~JIl~6rH DATE PERFORMED: LEGAL DESCRIPTION: H~!~Ht~'YH¢'5/¢'1, I. o1'7 I~l~,~ Township, Range, Section: SLOPE 10 11 ~d.L. t3 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED7 IF YES, AT WHAT DEPTH7 Lcuis A. 8ulcra CE,6736 12 ,q' Depth to Water After ,~ . ~"/Iz/~ y Monitoring? /'~' ~ Datei Reading Gross Date Time " If,"/& ,, /~,,~¢ Net Time SITE PLAN Depth to Water Net Drop PERCOLATION RATE__~:'~° (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN /"/'~- FT AND -~'~¢- FT 72-008 (Rev. 4/85) EAGLE RIVER ENGINEERING SERVICES P, O. Box 773294 EAGLE RIVER. ALASKA 99577 Phone 694-5195 SHEET NO. OF CACCOLATED SY ~'~"J~ DATE CHECKED BY DATE- SCALE EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 CHECKED BY DATE SCALE doHrl-OF. '--It I I'I ~.~I, ~.iH,~ FD"°HTAHY- I%' / // . ,/ ,/ / : ' / ///~ // / I / / / '///// ? / / / / A,E. HgJF-.E 2.O' iMI,NIHLIM Pi%IA~,Ic~ FEoM I~oTTo~/{EU, F- oF ~oc~. To GP LA'Ce.C. ~150.5 ~.42,0 , EAGLE RIVER ENGINEERING SERVICES P. @. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 SHEET NO. OF CHECKED BY DATE . ~;ULLIVAN WATER WELLS-. P.O.~OX ~, ~4uGtAK, ALASKA~G67 · From FI Fro~t From ....--- FL Frost blCL. INFOJLMATiON: · . I ?~,;'~. /,;'/ Ft, FIOIII -- DRILLER'S N, of: Tomuhip, Ranfe, Sedten, if knevn~'o~ dM main SULLIVAN WATER WELLS P. O, IJOX 2'/~. CHUGIAK, Al. ASWA 90~6~/ · T~LEPJ4ONII _'~__-~')*lSO KIND OF FORMATION: From ~ Ft.f,~ ~ ....Ft, b'../~/ Ft.t~,~.Ft. (~'r/~R~.~-;'' , F~__ ~ ~,- Ft.t~ ~: ~.FL - FL From FL ~ .... FL , From FL ~a _Ft. F~ .Ft. to _Ft. , , FL t~--~--Ft. From ,,, Ft. From Ft. From,-, , -,Ft. From ~ Ft. MISCL. INFORMATIOf4: DRILLER'S NAM DOC CO, elm SULLIVAN WATER WELLS P. O. BOX 272. CHUGIAK. ALASKA ~9567 · TELEPHON! DEPTH OF WELL __~~ - - OWNER OF LAND __ ~ OF FORMATION: STATIC LEVEL OF WATER FT. ~ I0 · DRAW DOWN FT. GALS. PER HR ~mO or c~s:No ~ Ft, tn Ft, , Ft, to . _FI, Ft. to , Ft. ,.Ft. lo L~',~rta'ifi~ ~rillitt~...ag ~ SULLIVAN WATER p.O.~OX~,2, cHUGiAK. ALASKA~r~l · TELEPNoNEE88~2'/69 ~ From. Fl ltlom. · - From. From FI ' T DRILLER .~ NAME DOC Co, SULLIVAN WATER WELLS P, O, BOX ~72, CHU~IAK, ALASKA g9~7 From -Ft.'to FI, From wei~FL to - From ' Ft DRILLER'S NAM 10-28-1994 11:27RM FROM E.R. Hngineerin9 Svcs. TO 3~367~0 R.O1 Total number of pages ~ including this coyer sheet. If you hczve' any questions or if you c~re midsing any pages please call us at 694--5195, 10-28-1994 11:29AM FROM E.R. Engineering Svc~. TO 3436?40 P.04 TOTAL P.04 10-~8-1~94 11:28AM FROM E.R. Engineerin9 Svc$. TO 3436?40 P.02 commerda! Tes,a~ & Enaineeri~ Co. LABORATORY ANALYSIS REPORT Anal 10-28-1994 li:28AM FROM E.R. Engineenin0 Svc~. TO 34367~0 P.03 CHEMICAL & GEO~I~ ~0~~ 'OF ~~, INC. ~~ 5~ B ~RE~ ~N~HORAGE A~ ~518 '.TELEPHONE ~ ~2-~ i &0-28-1994 02~54P~ FROM E.R. Engineering Svcs. TO P.O1 P.O. ~ox i773294 ........ Eagle RN ~r, Alaska 99fi~7 ~Date: '~ .... ~ .................. Total number of ~pages ~ ~ncluding this cover sheet. If you h~ve. ony ~quesfions or if you ore missing ony poges please call ~us at 694-5195. FROM E.R. Engineering Sv¢~. TO 3436740 P.04 A ~ L D~I~G COMPANY F=,,, I ~' .. ~ /'/v> , ~~to, :, ~' ' ~mi~ ~ ~, .~ ., , L TOTAL P.04 Z' ~rr. co 10-28-1994 02:55PM FROM E.R. Engineering Svcs. TO nrrm~,~ Testing & Engineering Co. ~mmm~ ~x.~ ~ -:---' ..... C I i.~'~.'t 'l~m ~ 3436?40 P.02 LABORATORY ANALYSIS REPORT i 10-28-1994 02:55PM FROM E.R. Engineepin9 Suc~. TO 3436?40 P.03 c~~ · o~o~~ ~o~~ ?~, ~c. Louis Butera, P.E. Registered Civil Engineer November 3, 1994 Dan Roth Municipality of Anchorage Dept. of Health & Human Services On-Site Services Division P.O. Box 196650 Anchorage, AK 99519 Re: McKinley Heights #1 Lot 7, Block 3 Dear Mr. Roth: Pursuant to our on-site meeting November 3, 1994, we are retracting our separation distance waiver application to explore the area located behind the subject house for a leachfield site 100 feet distant from the on-lot well. The exploration will probably be accomplished in the spring. We request a refund of the $920 waiver application fee at this time. Thank you for your concern and for the meeting with us on this project. If you have any questions please call our office at 694-5195. SinCerely, Louis Butera, P.E. \C :\WPWIN60\WPDOCS\ 1994\94-037B.LTR P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297 Municipality of Anchorage MEMORANDUM To: From: Date: Subject: DHHS Accounting & Budget On-Site Services, DHHS January 26, 1995 Request for Refund - Account #2570-9426 Please make the necessary arrangements for the following refund. The owner withdraw the request for a waiver. Please refund $920.00 the waiver fee and send to the address listed below. Thank you. Matthew Wilmeth P.O. Box 670865 Palmer, AK 99645 Receipt # 6618-00250 Amount: $ 920.00 Account # 2570-9426 Legal Property Description: Lot 7, Blk 3, McKinley Heights #1 Kathy Bouschor On-Site Services cc: File I I ' Ii 0!-25-19~5 O2:04~M FROM E.R. En.qineerin.q Svcs. TO 343~740 Louis Butera, RF.. I R~ister~ Civil Engin~r Novembe~ 3 1994 I , ~ ~an Ro~h Munid~i~ of %:~. of H~ ~ ~ Hu~ S~c~ I ~v~ a~on m ~gl~ ~e ~ 1~ b~d ~e subj~ ho~ for a I~nnma ~ ' you for ~m~k . yo~ ~n~ ~d f~ ~ m~g ~ ~ on ~ pmj~. ~ you have ~y qu~6o~ pI~e ~ ~r O~ ~ 69~5195. $inc~ely, \C;; ~WPW IN OLI~,W PDL1 {.~'~ I ~94',~,1-03 T~; LT~ P.O. Sox 7T$2~4 - ~.le l~i~, Atask~ 09577 · Tele0hone {~0~ ~4.519,~ '. Fax {g0~ 6~4.32~1~ ~' MUNICIPALITY OF ANCHORAG~ Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR9 WR940046 PID# 051-212-21 HA~ Date Received: 09-02-94 Permit Legal Description: Lot 7; Block 3; McKinley Heiqhts #1 Engineer: Louis Butera, P.E. Eagle River Engineering Services Applicant: Matthew & Sherry Wilmeth Waiver Requested: Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: Waiver is NOT Granted: List Conditions or Reasons for above: Date: By: Name of Reviewer Rec #: 00250(6618) Amount: $ 920.00 Date Paid: 09-02-94 i' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME 1PHONE ~J~'G RAD E MAILING A D~D,~ ESS Well Absorption area Dwelling PERMIT NO. DISTANCE TO: Manufacturer Material No. of compartments Liq. capacity in gallons Inside length Width Liquid depth IF HOMEMADE: ~ ~ ~ ManufacturerDlSTANCE TO:~f~Well ~ ~ Dwelling ¢ 7' Mater~ Liquid capa~ g~,~ Q ;Well Foundation Nearest lot line PERMIT NO. No. of lines Length of each Hne Total length of lines Trench width Distance between lines -- ~ inches ~ ~ ~ Top of tile to finish grade Material beneath tile Total effective absorption area Q inches Length ~ Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area m Well Building foundation Nearest lot line ~ DISTANCE TO: ~ CJass Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: OTHER P, LS ~/,_ 3o APPR~~ DATE LEGAL 72-013 (Re' ) ~ / ,Mi--IN 1~ ~?:.! PI"-IL'I T'-r~ L'-~F Rr-~"~Hc_.,F.:R,_]E ~.~, ._~_,~.'-]? · ' .. DEPRRTME. , O~ HERLTH 8ND ENVIRONME~.~L .PROTECTION ~ 825~ 'L' STREET, 8NCHORRGE, RK. 99501 NELL R'[-~D O[W--SI TE SE~]ER~ pFR~.IIT PERMIT NO. < ,i RPPLICRNT ~Z ~,~d/~ ' T~PE OF SOIL RBSORBTION S~STEM I,S: , MRXIMUM NUMBER OF BEDROOMS =~ , SOIL RRTING (SQ ET/BR>= THE REQUIRED SIZE OF THE ~OIL RB50RPTION SYSTEM DEF'TH= 0 I ~ E[4~]TH= 0 ~]~R'..~EL [~EPTH= ~ THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF .THE TRENCH OR 'DRRINFIEED. THE DEPTH OF R TRENCH~ OR PIT IS THE DISTRNCE BETWEEN ~HE ~IJRFR~:E OF THE GROUND 8ND THE BOTTOM~ OF THE EXCRVRTION <IN FEET.). ' THERE IS NO SET WIDTH~ FOR TRENCHE~. , r THE GR~VEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETNEEN THE OUTFRLL PIPE OF TH~, EXCRVRTION (IN FEET). , ~ OTTO OC4Z , , RE~2L~ I RE[) ~ L. TR[-IF-. S I iE=~O ~SRLLC~[-IS SQURRE FEET F'ERMIT RPPLICRNT HRS THE. RESPONSIBILITY TO INFORM THIS DEpRRTMENT DURING THE INSTRLLRTION INSPECTIONS~ OF RNY L,.IELLS RDJRr:EI.,IT TO THIS PROPERTY, RND THE NUMBER OF RESIDENCES THRT THE NELL WILL SERVE. TL-.IL~ < 2 >, I'-J_~,PEL-:T I ,-,N'_~.' · RF-:E F.:F. ~.-.!l_l I F~' E~--, BF~CKFILLING OF RNY SYSTEM NITHOUT FINRL INSPECTION RND RF'PROVRL BY THIS DEPF~RTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DiSTRNCE BETWEEN'R WELL 8ND RNY ON-SITE SENRGE :.1.0~'~ FEET FOR R PRIVRTE NELL.~ OR :1.5~., TO 200 FEET FROM R PUBLIC NELL DEPENDING UF'ON THE T4.'F'E OF PUBLIC WELL. NELL LOGS RRE REQUIRED RND MUST BE RE~TURNE[:, TO THE DEPRRTMENT WITHIN _~E'~ DRYS OF THE WELL COMPLETION. OTHER .REQUIREMENTS WRY RF'PL'~. SPECIFICRTIONS RND CCN'.-';TRUCTICN DIRGRRMS RRE 8VFIILRBLE TO INSURE PROPER INSTRLLRTION. F'ERr-11 T E×F' I F~E'_=. ~-,ECEr-IE:EF.: 2:±.. ' I CERTIFY THRT , l: t RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS 8ND WELLS RS SET FORTH BY THE MUNICIPBLITY OF 8NCHORBOE. 2: I WILL INST~LL THE SYSTEM !N ~CCORDBNCE WITH THE COl>ESi ~: I UNDERSTBND THBT THE ON-SITE SEWER SYSTEM MBY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCL,;DE MORE THBN 8 BEDROOMS. S i GNED ' Applicant , ~j .-q :::' o -q - 'O 'b E GE~ECHNICAL ~ DEVEI~'~PMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 Russell Oyster 694-2774 Soils ~t Foundations 694-2774 or 688-2280 SOIL LOG Perfomed for: Name: ~'~/c::~/./~ /~,qC/~///~ Tel. No, Ear/E/lis 688- ~0_ Land Development Hatllng Address: ,¢ Depth ,(feet) 0 2 3 , 5 ,, 9, Soll Ch;ractertsttc; 10 ~a ll 12L 13 14 15 16 Ground Water Encountered: Yes ,, Proposed Installation: Seepage Pit Comments: No ~ If yes, what depth Drain Field Performed by: Date: · Perfoz~;ed for Nick Nichols SOILS LOG 78-7 Legal D~scription ~ate Performed Lot 7, Block 3, McKinley Heights Subdivision 3/23/78 I0 14 16 1.5' - Red-brown, sandy silt w/some gravel (ML-SMI and orghnics - Dense gray-brown, sandy gravel w/boulders to 12 inches (GW) 100 ft.2/bdrm. 1.5- 7' ' 7 -11' Dense, gray, gravelly, sandy silt (ML-GM) w/cobbles to four inches and some sand stringers 250 ft.2/bdrm. Bedrock at 11 feet No water table encountered Test location shown on 'attached sheet AVERAGE RATING OF USABLE MATERIAL = 100 ft.2/bdrm. Date Net Time Depth Net Drop Percolation Rate minute Performed By ~ . CHAMPION DRILLING COMPANY, INC. ~- APPLIC~T FILLS OUT UPPER HAL~'~ONLY ~ Phone Property Owner Q_~ ~ ~.~ ~.~,.~ \ L~.~,~¥~ ~ ¥ \.~ Buyer Address Zip Code Lending Institution Phone Address Zip Code RealtyCo.&Agent~,~-/% ,'~,~,,~(~7~' __,~,/~._~¥,¢~L~.~.~-~\[, \~%,~¢,~,, Phone Legal Description ~,~ ¢.L~, ~L.,~.~./ Street Locaticn ~F~%,~ty\.~t/-~, ~fM_~WA _ ,(' ~,r'w~f~'~W-. {~4~ . , Type of Residence Single Family Multiple Family No. of Bedrooms [] Other Water Supply [~lndividual ATTACH WELL LOG. A wstl log is required for all wells drilled since June 1975. I~l Community For wells drilled prior to that date, give well depth (attach log if available). [] ,pP,ubllc Utility Sewe~' Disposal [] Individual Year Individual Installed: [] Public UtiJ~tY When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Date Date Date ~:~///~/~) D at ~//~~/~/? Inspector Inspector Inspector InsPector Field Notes: ' ~, ~ .~ ~. ~ , --~~. -- ' . JuN 0 ( ~PPROVED BEDROOMS *CONDITIONS OF ~t~ ~[~. .' ( ) DISAPPROVED ( ) CONDITIONAL APP~VAL* Soils Rating Date ~wer Installed Well To ~sorption Area Well Log Received ~/~2 Well to Tank Septic T~k Size 72-023 (3/82) (907) 562-234~3 qCHORAGE INDUST,Rh · '5633 E~ Street :" Drinking· · . '.. . - ' ':~' ::, TO.BE CoMPL.E~ ~;wATER SUpPLIE.,' ,. ': / ~TO. BE ~CO~ETED By ~BORATORY ,', "',,:. :~L ', : ' ;,-: :': :?: '.' WATEBS~sTEM" ' ~ 'I ~ ~ ' ' Ana]~is'sh°ws this Water SAMPLE t° be: '~ .:~:.~,.;.y;. '.: .. ~,' I.O.N · ~ .'%. ' ' ~S~ti~faCtory Water'*swte~ame ~, ""- ' ' ~ S '~ 'etoO on n~ranst' sampeshoud ~:::~ :~: :t:,.:'.?,:'::~:,:'~ SAMPEE DATE S~MpE~¢~pE':_,~r::.~:;~::~.. ~f,., ~, ~ ~ , -~ .: ~ r~ ~.;~,;~:~ ~''~' "' D ~e~ ~m~e (f°r NO LoCk'lON ,:~ READ INSTRUCTI( BEFORE COLLECTING ,SAMPLE::'! Final Membrane Filter I~$ ~t .~, Multiple Tube Tubes positive/Total lOml portions Membrane Filter= Direct Collform/~oOm! verification: LTB BGB Collfoml/~OOml I I Municipality Anchorage P.O. BOX 754 EAGLE RIVER, ALASKA 99577 (907) 694-2131 TONY KNOWLES, MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Upon your application for Health Authority Certificate approval for the individual sewer and water facilities cannot be granted until the following circled items have been completed: 1. A well log subnmitted to this office for our files and review. The top of the well casing should be sealed so that it is water tight. The depression or pit around the well casing needs to be filled with impervious tYPe soil so that it slooes away from the well casing. The well casing needs to be extended twelve (12) inches above ground level. Exposed electrical wires to The well head are in violation of the Municipality of Anchorage codes and must be encased in conduit. The water facilities were not turned on at the time of the scheduled inspection. Please call this office for another appointment. The water analysis report aeeds to be submitted to this office from the Chem Lab, 5633 B Street, for our review. Expose the well for our inspection to determine proper construction, also to insure minimum distance requirements are met between the well and sewer system. The septic tank pumped with a receipt submitted to this department. 10. The septic tank pumped with a receipt submitted to this department. The total number of gallons pumped needs to be on the receipt and verified by a registered engineer as to the actual number of gallons pumped. This is to verify the size of the septic tank. tl. Expose the septic tank manhole to verifty its existence. 12. 13. 13a. 14. 15. 16. 17. 18. 19. 20. 21. Locate and expose the cleanout to the seepage pit and/or leaching area for ot~r inspection. This is to insure the minimum distance requirements are met between the well and sewer system. A four (4) inch cleanout needs to be installed to the septic tank. A four (4) inch cleano~ needs to be installed to the leaching 82~ea. An adequacy test needs to be performed on the existing leachirg area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review,.~ A maintenance contract for the Jet unit serving the sewer system needs to be obtained from Consteel Company, 376-5919, and a copy submitted to this office for our review and our files. The permit for the installation of the on-site sewer system will expire December 31,198 . We have not received the as-builts of the installation in this office. If a private engineer inspected the system, please send us the report for our files and review. The application shows the number of bedrooms exceeds the number the on-site sewer system was originally designed for. An upgrade will be required. Prior to any upgrade, a permit needs to be issued from this department. An outside water tap was not available. Please call this office to make arrangements to have an inspector to meet you at the site. The depression over the sewer systems will need to be filled so that surface water drains away from the sewer system. The standpipe to the sewer system need caps on them. The water sample could not be taken due to silt content (turbidity). The well should be flushed clear by turning on a garden hose until clear water is evident over an extended period of time. Please contact this department for a resampling appointment. MUNICIPAUTY OF ANCHORAGE D~PT. DEPARTMENT OF HEALTH & ENV RONMENTAL PROTEC~I~IN ' 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 C REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTYOWNER J PHONE MAILING ADDRESS ,~,:,~ ~h>:, ~-:~z~,-~;: rah./If,_ -~:bh'.,/. _ PROPERTY RESIDENT (If different fro~4 above) PHONE 2. BUYER PHONE MAILING ADDRESS 3. LENDING INSTITUTION J PHONE I MAILING ADDRESS 4. REALTOR/AGENT I PHONE I MAILING ADDRESS 5. LEGAL DESCRIPTION STREET LOCATION S. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One [] Four [] Other rT/L~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY [~ Three [] Six 7. WATER SUPPLY [~]~ (NDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled [] COMMUNITY since June 1975. For wells drilled prior to that date, give well [] PUBLIC UTILITY depth (attach log if available.} 8. SEWAGE DISPOSAL SYSTEM · . -:. -, -?~? ~ INDIVIDUAL/ON-SITE** **if individual/on-site, give installation date. _. > ~ (f system is over two (2) years old an adequacy test is required [] PUBLIC UTI LITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONL DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE ~ATE DATE NSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [~] THREE ~ FIVE [__~ OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX PERMIT NUMBER 2. WATER SUPPLY [~ INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER [] INDIVI DUAL/ON -SITE DATE INSTALLED E3 PUBLIC UTILITY Connection Verified INSTALLER Size:,~)(~ ~ If~Yank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank IAbsorption Area Sewer Line I Nearest Lot Line I WELL TO: Absorption Area to nearest Lot Line APPROVED FOR : BEDrOOmS [] CONDITIONAL APPROVAL {letter must accompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 {Rev, 3/78) ~l~~ ~ ~E;O[,~O~i~ ~A~OEATORI~8 OF' ALAS~ ~NC. 4~49 BUSINESS PARI( BLVD. P.O. ~10× 4o127e ANCHORAGE, ALA$1(A 995t~ D~nking Water Analysis Report for Total Coliform Bacteria TELEPHONE (907) 279,4014 TO lie COMPLETED BY WATER SUPPLIER PUBLIC WATER SYSTEM: Public Water System Name · I.D. NO. Mailing ~ddre!s City ~ ' t ~ State t Mo. Day Year SAMPLE TYPE: [] Routine [] Check Sample (for routine sample with lab ref. no. [] Special Purpose zip Code SAMPLE NO. t I [] Treated Water [] Untreated Water LOCATION Time Coll~ected Collected By TO BE COMPLETED BY LABORATORY LABORATORY: NAME CITY Date Received ~ -7-' Time Received /~/~) Analytical Method: [] Fermentation Tube ,~ Membrane Filter Lab Ref. No. Result* Analyst I I-TI J FT-1 No. of colonies 11 O0 mi. or No. of Positive portions. READ INSTRUCTIONS BEFORE COLLECTING SAMPLE Form No. 18-310 (3-78) 06-1220 (b) Rev. 1978 BACTERIOLOGICAL WATER ANALYSIS RECORD Date Collected Date Received Presumptive 24 Hours 48 Hours Confirmatory 24 Hours 48 Hours EMB Verification: LTB. Final Membrane FIIte~ .-~,/e~,~tg__ Time Received p.m. Li~b. No. ~¢UNtCIPALITY OF ANCHORAGE ENVIRONMENTAL PROTECTION 3'OUTH£ENTflAL REGIONAL OFF/CE 00T 1 7 t979 RECEIVED October 15, 1979 338 Denali Street MacKay Bldg., Room 1206 Anchorage, Alaska 99501 (907) 274-5527 P.O. Box 1207 Soldotna, Alaska 99669 (907) 262 5210 P.O. Box 1064 Wasilla, Alaska 99687 (907) 376-5038 Department of Health and Environmental Protection Municipality of Anchorage 825 L Street Anchorage, Alaska 99501 Subject: Lot 7, Block 3, ~cKinley Heights Subdivision, Addition #1. Gentlemen: Recently I received a request from Patricia Nichols to reconsider my letter of September 28, 1979 which denied the use of a holding tank on the property to serve anything other than a single family dwelling. The owner had requested use of the holding tank to serve in addition a smaller rental house. The holding tank is located too close to the well and apparently there is no other place on the lot to place the holding tank. 18 AAC 80.020, Table A, prohibits the installation of a holding tank which is defined by 18 AAC 80. 900 (2) (31) as a "wastewater treatment and disposal system" within 150 feet of the well. Therefore the well on the property cannot serve both the residents and rental. The previous decision is hereby reaffirmed. Sincerely~ · ~erry ~ Regional Environmental Supervisor cc: Nick Nichols 18-O6LH bi MacKay Bldg., Room 1206 Anchorage, Alaska 99501 (907) 274..5527 SOUTHC~NTRAL R£GIONAL September 28, 1979 P.O. Box 1207 Soldotna, Alaska 99669 (907) 262-5210 P.O. Box 1064 Wasilla, Alaska 99687 (907) 376-5038 Department of Health and Environmental Protection Municipality of Anchorage 825 L Street Anchorage, Alaska 99501 Subject: Lot 7, Block 3, McKinley Heights, Addition Number 1 Gentlemen: We have received a request for a holding tank from Nick Nichols covering the subject lot. We have no objections to the loca- tion of the holding tank shown on your inspection form to serve the single family dwelling. Just prior to receiving this application we received a com- plaint from a neighbor regarding use of a smaller house on the lot as a rental. If the house is used as a rental and is served from the well serving the newer structure then the well becomes a Class C, Public Well which requires a 150 foot pro- tective radius. In addition in that case there can be no sewer pipes within 100 feet of the well and only cast or ductile iron sewer piping within 150 feet. Our non-objection is based on the holding tank being used to serve a single family dwelling and no other permanent resi- dence type structure. Sincerely, Regional Environmental Supervisor cc: Ms. C.L. Nichols, Jr. imc DAVID A. SLENKAMP ROBERT A. SHAFER MECHANICAL ENGINEER 694-90B5 Jn nub fy' ?~ CIVIL ENGINEER 694-2979 ~UNICIPALITY OF ANCHORAGE DEPT. OF i!~ALTH & I~NVIRONMENTAL ?;~oTECTION De?rtmenb of Enviornmentn] Conserva'hion q'PflE{T['!ON~ Kyle Cherry or 338 Dens] i Anchora X% Als sk8 99g01 JAN 7 1980 RECEIVED Desr Sir~ I performed 8 st~rvey o? the 5nnrovemen%s ]ocy~"ced on Lo]3 7~ ]?lock 3~ P{cKinley Heip}h'hs Stlbdivi. sion~ ~ddJ.'bfion /[~_1.~ nb bile rennesl; of }9~ NB ck Nic]-:oJs} ownero a one be(room co%-hape~ IocrFhed annroximn'he-~y 90 LN from bhe well/ 2000 p~alllon sewsFe holdins henk w}Jch holds %be se-~o?'e from both resJdenceso The hol]..din~y -N~nk wns gns(58)led nnero~r;mnbely one yer'r shown on one]os'ute ].o This arrangemen~ sppesrR %0 be wol'kJ.n? ndent~ntei[y accordin[{ %o %he Dre~en% oacupan'hso To obi;f ~n i;he maximtlm dis[',nnce be'hween -hbo %nnk and -bhe Gl sss C wailr, i~; 5s recommended -h}m% 'i;he hol', 9in? tank be relocs%od ss shown on %he ske-hch~ eno]os'urn 2o Presonb nroperhF ])onndnrion and hope. Given full] considers'hi, on %o %he soil condJt:ion% 'the ].ack of ground water~ %he surfaco %opos[z'ephy~ nnd seo]o?Bc cond5 hlon% I ~}:]nd no ssnJtary or enviornmon%r~] re?sons -hh8% would nrohihJ% bhe oropo~e(! 1]0 LF more or ]ess sem~ra'hion d~ s%ance he-hween {;he }~old~nF '[Pnk and bbc Gin st' (1 wo].l ]ocnZed on this prope:rhy~ The hoidiln{~ fisenk~ if proper]}x ser'~riced~ will nob be of con%,, mJnn%ion %o %Ntis we]lo Therefor% Fenuesb 8 waiver be %he above reference and -throb a cony of y ur letter 8ckno~lednJnp ~ocep'[mnce of the prDposed sepa??-hion cN sb"~ce Be orovJded bo %he }.~unficj. os]iby of AnohDrsp'e~ DepeF'bmen% of Nealbh and F, nv:lornmen%ql Pro%ecl{)jon~ 825 ]: S%ree%~ wibh 8 copy to this office o SRB 196X EAGLE RIVER, ALASKA DAVIDA, SLENKAMP ROBERT A. SHAFER MECHANICAL[!NGINEER 694-9055 CIVIL ENGINEER 694-2979 SRB 196>~ EAGLE RIVER, ALASKA MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 CERTIFICATE OF INSPECTION SEWER AND WATER FACILITIES 1. PROPEB~rY OWNER Claude Lee Nichols, Jr. ~ '"~'31~l°.J(OJl~' MAILING ADDRESS Box 466 99567 2. LEGAL DESCRIPTION Lot 7 Block 3 Mc Kinley Heights Subdivision 3. TYPE DWELLING SINGLE FAMILY RESIDENCE MULTIPLE FAMILY RESIDENCE OTHER (Describe) 4. WATER SUPPLY INDIVIDUAL COMMUNITY/PUBLIC 5. SEWAGE DISPOSAL ×~{~× INDIVIDUAL/ON-SITE [] PUBLIC UTILITY I~3 HOLDING TANK (Maintenance Required) APPROVED FOR three BEDROOMS CONDITIONAL APPROVAL (See Attached) DISAPPROVED DATE June 8, IBY (TITLE) 72-014 (3/78) DEPT. OF ENVIRONMENTAI~ CONSERVATION MUNICIPALITY OF ~ANCHORAGE DEPT. OF I ~ALTH & SOUTH£ENTflAL REGIONAL OFFICE ENVIRONMEN h:,L 338 Denali Street MacKay Bldg., Room 1206 Anchorage, Alaska 99501 (907) 274-5527 P.O. Box 1207 Soldotna, Alaska 99669 (907) 262-5210 P.O. Box 1064 Wasilla, Alaska 99687 (907) 376-5038 CERTIFIED 102540 Mr. Nick Nichols P.O. Box 466 Chugiak, AK 99567 Subject: Holding Tank, Lot 7, Block 3, McKinley Heights, Addition Number 1 Dear Mr. Nichols: I have reviewed your'request for a waiver for the distance between your Class C well and the holding tank serving the two dwellings on your property with the agencies involved. The proposed relocation of the holding tank to conform with the plans presented by Robert Shafer of S and S Engineering is approved. The 110 foot distance is acceptable to this department and a waiver of the 150 foot distance is granted. The installation is of course subject to all Anchorage Muni- cipal requirements. Sincerely, Kyle J. Cherry Regional Environmental Supervisor cc: AM-DHEP Robert Shafer imc 8-O~LH DATE: TO: FROM: SUBJECT: MEMORANDUM February 28, 1980 Ken Norman, Assistant Municipal Attorney Karla L. Forsythe~ Assembly Ombudsperson OF ANCHORAGE RECF:iVED. COHPLAINT OF GEORGE WOLANSKY As you will recall, Hr. Wolansky has complained to Health and Environmental Protection that his neighbor is renting a dwelling unit which does not have adequate provisions for septic and water. You indicated that further action in this matter might depend on evidence tha~ the property in question is being rented. Mr. Wolansky has forwarded to me the attached written statement. He indicates that he has personally observed the activities reported in that statement, and that he would be willing to testify. Where do we go from here? Please review the attached statement and let me know your thoughts. Karla L. Forsythe Assembly Ombudsperson KLF:dab Attachment cc: Les Buchholz 91-010