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Home My WebLink AboutFAIRMOUNT LT 20 WILDER CONSTRUCTION COMPANY ALASKA DIVISION Contractor License #21747 June 4, 1999 Department of Health and Human Services On-site Services P.O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED JUN 9 1999 Municipality at Anchorage Oept. Health & Human Services RE: Well and Septic Abandonment To whom it may concern, This letter is to inform that two wells and one septic on Lot 20 and one well and one septic on Lot 10, both located in Fairmount Subdivision were abandoned according to code by Wilder Construction Company May 10, 1999 and May 11, 1999. Lots were purchased by the State of Alaska Department of Transportation for Right of Way during the Rabbit Creek Road Rehabilitation project and are located on the 5outhwest and Northwest corners of the intersection of Rabbit Creek Road and Goldenview Drive. Sincerely, Trevor Edmondson Pro~ect Superintendent Wilder Construction Company 11301 Lang Street Anchorage, AK 99515-3006 (907) 344-2593 · Fax (907) 344-1562 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Na,.c DISTANCES F R A N J_@ H A N E 5 ~ SEPTIC aOSD,PT~D, Add .... TANK FIELD WELL S730 RABBIT C~EEK RD. , Phone(s)~. ~8~ 2 lPermlt~oo2 82n° No ol3~eOrooms WELL I I O' "°' 20 FAIR MOUNT FOUNDATION 90' 116 AS-BUILT DIAGRAM tShow location of well septic ~ystem p~opurty hnus, Iour~dabou, TANKS ~ ~ A~) ~ -~N ~ SEPTIC ~ HOLDING ~,~ ~' A~c~ORA~E ~NK Iooo ~ STEEL TYPE OF SYSTEM r _ [ 1 TRENCH ~] BED ~ W. DRAIN ~ OTHER Depth tO pipe b(gtom hem ~otal dupth Irom original grade Ho ':Ill a~(led abovu Oflglf~[U gf~(~ '-- OlaVel dop~b~neath p~pu Z 77 FT 5'+ FT / X WELLS ~XtSTI N6 -¢'~ - ~ PRIVATE ~ OTHER fldentifv) ' [~< / K REMARKS: / / ........ Inspections Pedormed by ~"* ~,~ ~ ~ cedily inspection was pedormed according Municipal and Stale guidelines in ellecl on~ J I J I ~ / ~¢ ~ ' Heallh Depadment Approval:/, ( Date: , : · Tom Fink, Mayor unicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 November 29, 1990 Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchorage, Alaska 99516 Subject: Waiver Request for Lot 20 Fairmont Subdivision Waiver Request #WR900057, PID #017-111-12 Dear Mr. Moore: Your request for a waiver of the required 25 foot separation of a private well and sewer service line has been approved. The approved separation distance is 23 feet. This waiver approval applies to the existing well and private sewer service line only. Any future upgrade will require all separation distances be met or another approval from this department ~rely, / Robert W. Robinson Civil Engineer On-site Services On-site Services RWR/ljm :) i~i~(:* LL~icJ,.~;'~i... rtc:~ 1. Jlol: t'..i~oy7 ,::.,~i,,'{,,'::::i '~.,/ c),* 'th;y:, 'Lc)~.,.~ :;~;,,?~;t ,,.:m :', .::~ 3 t:,.,~,:~rc~,:::}m::~ FLATTOP TECHNICAL CIVIL & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. November 13, 1990 PH: (907) 345-1355 M.O.A. DHHS P.O. Bo); 19-6650 Anchorage AK 99519 Dear Sirs: 14530 ECHO ST. ANCHORAGE, ALASKA 99516 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION 1990 RECEIVED By means of this letter, we are requesting a waiver of the required 25 foot separation distance between the well and the private sewer line down to 23 foot on Lot 20, Fairmount S/D. The as-built inspection report for the septic system upgrade is enclosed for your review and approval. We had no control over the location of the sewer line as it exits the building, and the location was legal at the time of original installation. The contractor tied the new waste line into the existing waste line just downstream of an existing cleanout where the waste line first emerges from underneath a concrete slab. He then proceeded to route the new waste line away from the well and down to the new septic tank. The original waste line was found to be in good condition, with no sign of leakage. Calder couplings and glued plastic fittings were used throughout. We believe that the final configuration is the best that could be obtained under the circumstances, and that granting the requested waiver will not compromise public health. We also wish to note that the permit was issued and inspections performed in accordance with the provisions of the 1986 wastewater ordinance. Sincerely, Ted Moore, P.E. Flattop Technical Services 14530 Echo Street Anchoraqe, Alaska 99516 Lot 20, Fairmount S/D 5730 Rabbit Creek road Septic System Upgrade Addendum to Specifications 9/20/90 q 'o 2 2. 1. Due to groundwater encountered in the course of attempting to replace the septic tank, the scope of the project has been expanded to include the installation of a new drainfield. This revised permit application includes soils logs from two test holes, as well as a revised site plan and a plan and cross-section of the proposed drainfield. 2. The new septic tank shall be positioned at the location shown on the revised site plan, approximately 110 feet from the existing well. The contractor shall arrange for any necessary utility locates. 3. Due to the fact. that the soil overlying the groundwater table is clean gravel with a percolation rate of less than I minute per inch, a sand filter is required to slow down the percolation rate. The drainfield is sized on the basis of a soil rating of 125 square feet per bedroom for the filter sand, which means this three bedroom system will require 3 x 125 - 375 square feet of basal area. 4. The soil absorption drainfield shall follow an existing surface contour, and is to be constructed by excavating a 5 foot wide by 75 foot long level surface in the native gravel at a depth of 4.5 feet below original ground elevation. Two feet of medium sand is to be placed in the excavation to bring the elevation up to 2.5 feet below the original ground surface. Twelve inches of approved sewer gravel shall then be placed on top of the sand, with the perforated distribution pipe buried level in the gravel such that the bottom of the pipe is no less than 6" above the top of the sand filter. Cleanouts and monitor tubes are to be installed at the locations shown. The entire top surface of the sewer gravel is to be covered with approved filter fabric, and a minimum of three feet of soil backfilled over the fabric. The top of the fill material shall be graded to smooth contours which will direct surface drainage away from the drainfield. 5. A total of 5 inspections will be required during the course of the construction: ( 1 ) initial stakeout, (2) after the native gravel bottom of the drainfield has been prepared, but before placement of the filter sand, (3) after the sand is in place, but before placement of the sewer gravel, (4) after the gravel is in place, the pipes are laid and connected up to the septic tank, but before final backfill, and (5) after final backfill. tAOUSE $ B DR 1,1 House PROPOSe't, 'TRNK C.o. DRA~t4. FIELb LoT Iq LoT :zo LOT 20, FAIR MOUNT S/D REVISED SI'rE PLAN Flattop Technical Services 14530 Echo Street ,~r~chorage, Alaska 995!~ SCALE: = 50 DWN BY; DATE: ~l /Clo HOT&: THIs ~$ NOT A SuRvEy£b PL/~T ALL LocATIoNS ARE R?p/~oXtMAq~£ LItAE' FRoM H. ouSE 5£ PTIC TAI~K : PLAN VIEW 1':' lO" 3 SEWER. GRAvEl.: SECTION "A-A " Flattop Technical Services :" 14530 Echo Street Anchorage, Alaska 99518 LOT 20 FAIRMOUNT $/D SOIL ABS: DRAINFIELD PLAN ¢- CROSS- SECTION .SCALE: AS SHOWN bWN B'f'. ~ PERFORMED FOR: Flattop Technical Services 14,530 Echo Street Anchoraqe, A/as/ca Municipa'lJty o! Anchorage' DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST F~^N LEGAL DESCRIPTION: 2- 3 5 6 7 8 9 10 11 12 13 I 14 15 16 17 18 19 20 COMMENTS L2o FAIRMOuNT 5/DTownship, Range, Section: pr sp/s~ GW 12"- ILt" 58~b',/ LoA~4 -rD CL£/{N 5/t~bV ?ocKE'~S oF SA~4b R3W, S£c 3e SLOPE SlT~ PLAN 3 B~'t,t k V/ELL N t.,.2 WAS GROUND WATER ENCOUNTERED? . 'F ES,^TW AT ,, _L Jo J I i B~I~ lo W~ler ~ll~rI Reading D,te ~k cll,~-_~ .... "+ +~o PERCOLATION RATE TEST RUN BETWEEN Gross '~'N et Depth to J Net Time Time t,~,Jlq Water Jlq J Drop 'J O:ol 25 Y-,. .. ?/~ J Io~oG ~' 2(, ~Y'a' J ~ ,~ IO: I~ 2q '/~ (minutes/inch) PERC HOLE DIAMETER ~ H ~ FT AND ~ FT CER'IIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC] ON THIS DATE. DATE: /O (,",~...~, /,, ~C~ 72-008 (Rev. 4/85) Flattop Technica! Services I 14530 Echo Street - .? 49~/'A ~./ ................ ~... DEPARTMENT OF HEALTH & HUMAN SERVICES I ~ .~%'m~o~o,~ ;:. ¢.',ooR~ ... 825 "L" Street, Anchorage, Alaska 99502-0650 I ¢-%~,7% CE. 3589 SOILS LOG ~ PERCOLATION TEST I ~ ~" ....... ' L2o F~IRMOuNT 2/~Township, Range, Section: TI2N ~W, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS, C LE4N SANb',/ GRAVEL WITU POCKETS oF ~;/INb GE/i'/ SiLT WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water ADe[ , Monilorlng? _.0 ' fo ~ Reading Date SLOPE PERK TEs'r Dale: ~ ~'Net Depth to Time ~1N Water Gross Time Io: lo'. ~//,,: 30 lo:qg: 3o PERCOLATION RATE J (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND 3,.__.___~ FT CoN~uCTE'b Ab'I~C~E~4-T.----T-°~.'TEET HoLE ~ I Net Drop PERFORMED BY:FLATTOP TECH.SVCS.., ~~ CER~IFY THAI THIS TEST WAS PERFORMEO iN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC] ON THIS DATE. DATE: .. 72-008 (Rev. 4/851 0 O_ /..o"r t 3 BDRM I " 1 HouSE $~:PTIc T~INK LOT Lot 20 Fairmount S/D 5730 Rabbit Creek Road Septic Tank Replacement Specifications 1. The scope of the project is to remove an existing, collapsed septic tank and replace it with a new approved septic tank which is to be connected into the existing seepage pit.. 2. All construction practices and material specifications shall conform with Municipal and State requirements. 3. The existing tank is to be thoroughly pumped, crushed and buried on site. 4. The new septic tank shall be a Municipally approved, 1000 gallon, 2 compartment tank. The tank shall be installed level in the approximate location shown on the site plan, outside a 100 foot radius from the well and at least 10 feet from the property line. 4. The inlet line to the tank shall be connected into the existing waste line leading from the house, with two cleanouts allowing the line to be cleaned in both directions. 5. The outlet line from the septic tank shall be connected into the existing waste line leading into the seepage pit. The existing seepage pit shall be pumped and backflushed. 6. One engineering inspection is required during construction, at the time the tank is installed and connected up to the inlet and outlet lines, but prior to backfill. Tom Fink, Mayor Department of Health and Human Services 825 "L" Street P,O. Box 196650 Anchorage, Alaska 99519-6650 January 8, 1991 Frances Elaine Johannes 5730 Rabbit Creek road Anchorage, Alaska 99516 Subject: Lot 20 Fairmont Subdivision Permit #900382, PID #017-111-12 The subject permit, issued by this office for a single family well and/or on-site wastewater system has expired as of December 31, 1990o A new permit must be obtained from this office for a well and/or on-site wastewater system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this office for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site wastewater system, the original as-built inspection report (three-part form) must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $90.00 for an on-site wastewater permit; $50.00 for a well permit; $140.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sin~e~ly, / / J~/hn Smith~, P.E. P~og r am Manager On-site Services JW/ljm:200 enc: Copy of Permit "Kids Are Our Future" 3 8DR~ House too ~goPo5~l> LoT 19 LoT 20 I klo ce/, ~'~ -~. o-,;/'x,',, too' LOT 20, FAIR MOUNT S/D REVisED SI'rE PLAN Flattop Technical Services 14530 Echo Street Arichorage, Alaska 995~ ~ SCALE: = So DwN BY: bATE: 9/90 St. 9~ 1.5 ANCHORAGEt ALASKA SIX INCH WATER WELL DRILLED DRILLED AT The RATE Of OUT TO THE DEPTH OF ]6U feet Charge for 15u' only. PEr FOOT. Steel casing seatea to UP feet. PROPERTY OWNER .Vzancis Joham~ 3q>-qq'?5 LOCATION Of WELL SITE ~j ernie C l. aus ol' DRILLER Pampart r~illing Works. WELL LOG: O - ib~ ~;!.lty sana gravel. 3~',. clay binaer. i~ - Db' ].i ne gravel with ~o - q'/' 2 Wilt silty sana Iine_.gr_a. ye_~. q'/ - op' ~' ~ - ...................... b> - ]~d~ ]:~e~roc~. A ~edlmentary rock. water bearing area of iissureu porous roci~ fro., Ioq - 'lO'/ Sect. quality is very goou. Wcter proauctisn__is 9oSp~_with water recovery back u~ to within DP 1meet of surface, p/9 horse submersioie pump snoulu be installea at 150 to 155 feet. Even lbo shoula be o~ay. set-up cost. "o mobilization cost. :eeling generous, ~ancis, so T'm just going to Charge you for saw the V.Tll ueginning to ~roauc~ water, ~ thought, who ~ays there's RECEIVED Cnst oi the ariiiing: ~:23.00 x JAN 2 5 19' 1 MunicipalitY of Ancho;'a9e Dept. Health & Human Services COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLI~ilON OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF ,.P~4Pt2.L?,~ THANK YOU VERY MUCH. - ~,="), BERNIE CLAUS Of RAMPART DRILLING WORKS SERVICe CHARGE OF 1~% PER MONTH WILL BE ASSESSED ON PAST DUEA(;C;OUNT$. GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 REQUEST FOR APPROVAL OF -- ' ......... INDIVIDUAL SEWER & WATER FACILI~IES~ ~ ,,. Mailing Address: Phone: 2. Property Owner: Paul A. Sellens ,~.)~D~te Received June 14, 1976 ~. Time of Inspection :-~5- p.m. Date of Inspection 6 76 Phone: 344-3586 Mailing Address: Box 468B Star Route A 99507 Legal Description: Lot 20 Fairmont ~ Subdivision Location: Corner of Rabbit Creek Road & Golden View Drive, white house Type of facility to be inspected Well Data: individual A. Type Duplex B. Depth No. of bedrooms~ ,~,~/ C. Construction D. Bacterial Analysis Sewage Disposal System: On-site system A. Installed 66 or 67 B. Installer C. Septic Tank: 1. Size D. Seepage Pit: 1. Absorption Area 2. Manufacturer '~' 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area , Other contamination , Absorption area , Sewer Lines C. Absorption area to nearest lot line EQ-034 (1/74) Page 1 of two pages MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection:/~. CMRO VA 2. Property Owner: L~/~,~ ~'_~~ Mailing Address: ~ FHA RECEIVED ¢ONV Day Phone: 3. Name of Buyer: Mailing Address: Name of Lending Institution: Mailing Address: 5. Name of Realtor or Agent: Day Phone: Phone: Mailing Address: Phone: Legal Description:./~-,,.'~'~ f/~/,..~.'~-~-~ ~ Location: ~_~Z/~ ~'~-~ ,/~- ~/~,~--~r_, ~ Type of Facility to be Inspected: ~ No. Bdrms. Water Supply Type of Supply: Public Utility If Individual, number of dwellings presently served / If Individual, depth of well rlndividual,~" Sewage Disposal System Type of System: Public Utility If Individual, date of installation ,//,~ 4~ Individual (on-site) X' 72-003(3/76) Page 2 of two pages - Re, ~t for Approval of Individual ~r & Water Facilities Legal Description Lot 20 Fairmont Subdivision Comments . ~,J~ , ~/~~ O.f~dE~..~ ~ / T~J[ , ~ ..-. - ~, '~ ~/ ~' / h ~' ~ ~ -~/~ ~' /' ApProved (~~~ ~isapprove~ ~ ~,g' ~e ~>~ Approval,Valid for one-~r fro~ S igneh ~ ~.~ S Greater Anchorage Area Borough, DepartmeD~t of Environmental Quality -- DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating s~atisfactorily.~ SIGNED ~--~/~. ,/L~ .C~.-~-~~ Date '~)j//s~Jt ~'- EQ-034 (1/74)