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Home My WebLink AboutCREEKSIDE ESTATES LT 90ARick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 625 %" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 hltp://www.ci.anchorage.ak.us July 8, 1999 William Robert Bale Jr. 3551 LOC SAULT AVENUE Anchorage, AK 995164015 Subject: CREEKS1DE ESTATES LT 90A Permit # SW980290 PID #018-261_25 The subject permit, issued 8/10/98 by this office for a single family well and/or on-site wastewater system, is due to expire as of 8/10/99. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Sincerely, am~ PE ~~ Program Manager On-site Services enc: Copy of Permit IiEFT¥ DHILLING 3540 AKUIA ANCHORAGE, AK 995'i6 (907) 345-0593 LOCATION OF WELL (Please complete either Ia, lb or lc.) ~J. Borough Subdivision 4~f~t~ Block ~J I/4qtrs' Section No. WELL LOG Feet Bela w Surface Top BoIfom WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES Division of Geological & GeophysicalSurveys A.D.L, No. 4. WEL~L~ / ~DEPTH:ff.(flnal) 5, DaTE 0 I 6. ~.~Cable tool ~Rolory []Driven [] Dug E]Aeeer [] defied E] Bored 7. USE:~ Domeltic [] Public ~upply [] Indu~lry [] Irrigaflor~ [] Recharge [] Commerlca! [] Te~t Well [] Other: 8. CASrNG= [] Threaded ~ Welded diem,- ~ in. to //~ft. Depth Weight Ibs./ft 9: FINISH OF WELL: Type: 0.[3 o ~'~ ~-~'~t'~ Diameter: Slot/Mesh Size: Length;. Sot between ff. and fl. ,o. STAT,C WA... L VE : ". [~A~ove or []Below land surface Date Dept. Health WATER WELL CONTRACTOR'S CERTIFICATION: ...... ft. offer ...... hrs. pumping 12.GROUTING Well Grouled: [] Subm. [] Jcl [] Centrificol [] Olher Da,a: Copy Distribution: WHITE'Slate DSGS~ PJNR-~tJRer~ CANARY'Customer MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O, Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Date Issued: Aug 10, 1998 Expiration Date: Aug 10, 1999 Permit Number: SW980290 Legal Description: CREEKSIDE ESTATES LT 90A Design Engineer: 27 Owner Name: WILLIAM BALE Owner Address: 3551 LOC SAULT DRIVE ANCHORAGE , AK 99516-0000 Parcel ID: 018-261-25 Site Address: 003551 LOC SAULT AVE Lot Size: 108763 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: ~'~'"' Date: BLM LOT 71 Proposed Ilouse Reserved f~ Drainfield r e pl ~eme.~t Area Proposed Well ..~ BLS LOT 103 C/L Rabbit Creek LOT 90A Top Bluff above Rabbit Creek Absorption Trenches, 4.5 Deep / 2.5' Effective Depth / JAMES SIZEMORE & ASSOCIATES LOT 90A & 90B, CREEKSIDE ESTATES SUBD. PROPOSED WELL & SEPTIC SYSTEM SITE PLAN SCALE: 1" = 60' Drawn B¥:~__ DATE; MAY 15, 1998 Chkd. By: GRID: 3035 BLM LOT 71 feet i~ C/L Rabbit Creek LOT 90A Top Bluff above Rabbit Creek Absorption Trenches, ~.5 Ueep / 2.5' Effective Depth /' Reserved fo~ D~ainfield / re~i ......t Area Proposed Well %k ~/ BLM LOT 103 b JA/~ES SIZEMORE & ASSOCIATES LOT 90A & 90B, CREEKSIDE ESTATES SUBD. PROPOSED WELL & SEPTIC SYSTEM SITE PLAN SCALE: 1' ~ 60' Drawn By: DAT~; MAY 15, 1998 Chkd. By: GR~D: 3035 James Size - ,ore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive (907) 345-1572 Anchorage, AK 99516 WASTEWATER DISPOSAL SYSTEM LOT 90A & 90 b, CREEKSIDE ESTATES SUBDIVISION 0.0 GENERAL 0.1 The scope of this project consists of installation of a 1000 gallon Septic Tank and two absorption trenchs; one 5' x 40' & one 5' x 32'.Each trench has 3.0 ft. of sewer rock. 0.2 Construction shall be as shown on the approved site plan and design drawings. Deviations from the approved design drawings shall be coordinated and approved by the engineer conducting the inspections. 0.3 All construction procedures and material used to construct the system shall comply with Municipal and State regulations. 0.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas after the system is constructed and soil is compacted and mounded over the wide trench disposal field and the Septic Tank. 1.0 SEPTIC TANK 1. I The 1000 Gallon septic tank shall have two compartments and shall comply with Municipality of Anchorage Requirements. 1.2 The septic tank shall be set level and shall be bedded as necessary to prevent settling or shifting of the tank. 1.3 All pipe connections to the septic tank shall be made with waterproof mechanical couplings. A cleanout shall be installed upstream of the tank within 5 feet of the house foundation. A double cleanout shall be installed downstream, within 5 feet of the septic tank. 2.0 SOIL ABSORPTION DRAINFIELD 2.1 The soil absorption drainfield shall consist of two trenches. One trench 5' x 40' & the second 5' x 32'. Each trench shall contain 3.0 ft. of sewer rock, 2.5 ft. beneath the perforated drain pipe. 2.2 The bottom of the excavated trench shall be level within +/- 2". And compacted or smeared surfaces shall be raked to allow for proper infiltration of effluent. This includes both the sides and bottom of the trench. 2.3 Sewer rock shall be 0.5 - 2.5", screened gravel with less than 3% passing the # 200 sieve. 2.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown on the plans. The portion of the monitor tube extending through the sewer rock shall be perforated. All monitor tubes and cleanout pipes shall have waterproof caps conforming to Municipality of Anchorage Specifications. 3.0 ENGINEERING INSPECTIONS 3.1 A minimum of four engineering inspections will be required during construction of the system. One after the septic tank is set prior to its backfill, one after excavation of the absorption trench prior to placement of sewer rock, one after placement of the sewer rock and the distribution piping, eleanouts and monitoring tubes are in place. The final inspection shall be after filter fabric is placed, the trench and the final grading are complete. 3.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction. If the contractor desires, a site visit with the engineer prior to start of construction can be arranged. PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system is designed in accordance with current Municipal Wastewater Disposal Regulations. The proposed system has the required 100 ft, separation distance from wells adjacent lots and the proposed well on this lot. Therefore there should be no adverse impact on wells from this new system. B) WASTEWATER SYSTEMS The proposed system is designed in accordance with current Municipality of Anchorage regulations. There should be no adverse impact to adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE There is enough space on this lot to put in another replacement system and maintain thr required protective distances between wells and disposal systems. D) DRAINAGE Thc location of the disposal system will not interfere with any drainage. The area disturbed during construction of the system will be graded to prevent ponding of water. 5e._pb ? o LEGAL DESCRIPTION: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: 1 2 3 4 5 6- 7- 8- 9 10 11 12 13 14- 15- 16- 17- 18 19 20 COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT /'/ ol DEPTH? p Depth to Waler Alter I Monitoring;' J~). _:2j Date: SITE PLAN PERCOLATION RATE /'~ (minutes/inch} PERC HOLE DIAMETER ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELI~,~ IN EFFECT ON THIS DATE. DATE: - 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST · ~-~.~ -/~._~ · LEGAL DESCR,PT,ON: L ~/O~'~ fm,~ ~r~.y~/~/~ Township, Range, Section: 7"! 11 12 13. 14- 15- 16- 17 18 19 20- SLOPE SITE PLAN COMMENTS ENCOUNTERED? s IF YES, AT WHAT DEPTH? p E / De,th to Water After ~" _/'_ / Monitoring? .~ Dale: /'--' Reading Date Gross Net Depth to Net Time Time Water Drop r PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TESTRUNSETWEEN ~"~ FTAND ~ ~-~ FT PERFORMEDBYi J, ~/~ "'~'~'~2/~/1~ , ~/~L.~'~ERTiFY THAT THiS TEST WAS PERFORMEO ACCORDANCE WITHALLSTATEANDMUNJCiPAL GUiDELiN~/iNE'FF~CT~NTH~ATE. DATE: .,'~"~' / ~ ~-- ~ 72-008 (Rev. 4/85) IN ? EASEMENT ,- / GRANT made this 7tit day .of August 1998, between Robert W, Bale ,3551 LocSault ~ ,~ ~ .[ AvenUe, Anchorage, AK 99M6, hereinafter referred to as the g,-a lot, nad Rober~ W. Bale -e vr~ 'L 3551 LocSault Aventte, Anchorage, AK 99516, hereinafter referred to as the grantee. WHEREAS, tile grnntol is the owner m Fee simple of the foliowlng described real~: · Lot 90B Creekslde Estates SubdiVision, according fi,e tile official pla~0 ~hereof filed in the Anchorage Recording District, Third Judicial D'st~ict, State of Alaska. flad WHEREAS, the grantee's the owner in fee smqde of tile followln~ described realty: 0 .' ' ,ct L. 0A CreeP. side ~states Subdlvlslon, aeeordlng to tile offieial plat ~'r fl~ereof, filet[ in die Ailehorage Reeo~ d'ng D strle{, TIm'd Judicial Distrlct, Slate of Alaska. WIIEREAS, Il e g'-antee ts desh-ous of enjoying tile Use of a certain portion of the grantor's land fur tile sn~e purposes of ingress anti egress 1o {he grantee's land for ibc ptH'pose of installing and ' ' ' ~a nialn[ng a prwa{e sep{]c sys{em, WIIEREAs, the grantol i as ag ced, it constdera,on orS10.00 (Ten Dollars no cents) and othei- good and valnabie coitsideratlon, the receipt of which by grantor is hereby acknowledged, to grant {o tile graliiee an easenlent solely ~'or said defined purposes and foe other, NOW this grant wiloesselh that in retur~ for said specified Consideration paid by the ~rnntee fo the granlor, file grnnlor hereby grants unto tile grantee, his heirs and nsslgns, hdt and free rigid and authority to install and tllereafler maintain a private septic system upon a portion of granior's land as shown by file "Septic System Design Site Plan" by ,lames Sizemore, P.E. dated May 15, 1998, This grant of easement is inlended fo by appurtenant to grantee's above-described land and touclles, concerns and runs with said lands. This is no{ intended to be an exeluslve easemellt: tile grantor herein expressly reserves nnto hhnself equal rights of Ingress and egress and all oilier rlghts as Ibc owner ill fee simple of file described premlses. If Public water and sewer become available, this easement becomes null and void and the grantee will abandon the encroaching system and connecl to Public utilities, Any dispule or disagreement arising under or in any way concerning this instrument shall be submitted for resolution to tile process of binding arbitration ill accordance wilh tile Alaska Statutes nmde and provided for said arbitration, tile Jurisdiction of the Arbitrator shall commence 80 days fi'om the onset of file disi~ufe and shall operate lo toll all applicable Slatides of Limitation. Ru~ OB 98 01:~7p IN WITNESS WitEI},EOF the granlor aml grantee have hereuato set their hands the day and year first above wrlttea, STATE OF ALASKA ) TItlIID JUDICIALDISTSRICT ) 'Fills IS TO CERTIFY th,'~ o, this --~Tm day of August, 1998 before me the undersigned, a No;aD, Public in and for fire Stale of Alaska, duly commissioned aud sworn, persoaally appeared ROBERT W. BALE ~o me known ~o be Ibc person described in and who executed Ihe above and foreegolng instrument, and acknowledged ~o me that he signed aml sealed the same fi'eeiy ami volnnlarily ~r the uses and purposes fl~erein mentioned WITNESS my hand and official seal ~he day and year in this certificate firsl above My commission explres: t ~] I~l ~6 8 3303 c08h. BLM LOT 71 Ob, 87q8 ANCIIORAGE RECORDING DISTRICT 1998AU-7 AHIO: 12 REOUESTED BY C/L Rabbit Creek LOT 90A BLM LOT 10 ( un de~J~'l~'~O~Od~ SCALE: JAMES SIZEMORE & ASSOCIATES LOT 90A & 909, CREEKSIDE ESTATES SUBD. PROPOSED WELL & SEPTIC SYSTEM SITE PLAN Drawn ny: ,~ · ~.~ Chkd. DATR; MAY 15, 1998 GRID: 3035