The URL can be used to link to this page

Home My WebLink AboutGRECIAN HILLS BLK 2 LT 17PROPOSED FINISHED FLOOR MV. (ASSLUED) PROPOSED WWNG CORNER 10' ML FRONT BUILDING 3MACK GRAVEL SIX BUILMO SMACK DRIVE MAR BUILDING SETBACK WELL 0 CANT EXISTING 6,70 .01 q0 s,,hown on this record drawing FIREPLACE Cos is WELL 16 RADIUS En LOWER PORTION OF LOT NIS SURVEY CERTFICAMON Prepared by he. end a, e.bIMd -.11 of the let comara .how an 111gl'on and to the b-t,.f my rn�d tu. and .-L FOUNDATION AS -BUILT Ar ANCHORAGE, ALASKA 99504 Scale: Rec. Lot S.F. Rec. Plot File No. Date Surveyed: 2_22-06 Drawn by. REJ Checked bK�CW 1, R&�,t F John., Jr., h..by .dIty that I tion an thla lot and -that all Lhe ellm-e- and Infomnotton as how h..ar, RO ERT k] IN Date Drawn; Grid: W.O. . true and no an—t-ant. xl.t w,(- a- otllr� my 2-23-06 2940 2G-23 AV, AW Legal Description: FINAL STRUCTURE AS -BUILT 1§ T and no on-nothment. dt VnI.- III Grecian Hills Sub. 0 LOT SURVEY SURVEY TYPE SYMBOLS SET REBAR DRAINAGE ASPHALT FINAL STRUCTURE AS -BUILT E3 PLOT PLAN . . . AS-13UILT ... LOT SURVEY ... TOPOGRAPHY FOUND RE13AR CONCRETE WOOD FENCE N AS-SUILT ... NO CORNERS SET 0 REqER-nmw1ON AL -BUILT ... NO CoRNrRS SET ASSUMED ELEV. j�-� METAL FENCE WOOD DECK PLOT PLANS & LOT SURVEYS NOTE: IT IS THE REsPoNsIBILITY OF THE E.UILDER OR OWNER, PRIOR TO ONLY THOSE: IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVE -WAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR R STRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM ElEING SEEN AND LOCATED. WHICH DO NOT APPEAR ON THE RECORDED SUBDIVJ%ION PLAT. I ALI- DISTANCES ARE RECORD. UNLE:SS OTHERWISE NQ7.ED_ UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY. USTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. Tom Fink, Mayor A&unicipality Anchorage Department of Health and Human Services $25 "L" Street P.O, Box 196650 Anchorage, Alaska 99519-6650 January 8, 1991 Arvid Kahlstrom 1104 Fred Circle Anchorage, Alaska 99515 Subject: Lot 17 Block 2 Grecian Hills Subdivision Permit #900065, PID #017-073-82 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 origina~ 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 6~ ,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. J~n Smith,//P.E-~' ~: ~/og r am Mar~age r ' On-site Services JW/ljm:200 enc: Copy of Permit "Kids Are Our Future" SEF:'TiE: 'l".,ql'ql.(:: I~l:Ln:i. mt.,,m 'Lc:xLa]. !~[.")'!;.~.c:: tank c::apac:::L1'..y:~ J.~,O00 ga].].c:n'u~,, Each ~,:.z-~j::)t.:J.(::: 'L~r'~l.:: fnL.~'['., have:, ~'(.::.MTIL i"C:~'qL.[J. !'(.~:.)~B :j. FI~;L~].~:?CL:J.C:~r'i C:,V~.:.)F' '~:..~r'~J-:: c.J .:.~ ' " ' ~' ~ ~ '" ....... ~ 'J'..h(.~ "~ ' ~'- " ~" '" (:~'JEFI'.&i"iC2E'?~B l:'r'c:)r~ any ~;;e:,~/,h?~.)pa~g(.;:~ ~!~Fy~i'l;,(';.)iil (3r'i ~]l.!~!ii:) L.Ir'ic:h.:.?r'~B'Lai"icJ'l:,ha'l.','l:.h~:);, any x,:,n ].ar"t;:le:,rr~ent. ~.¢i. ]L] I'"~:.?!:;jL.i:J, i'(~ 8i'! i~dCt J.?,. :[OF1;¢,]. j:16;,Pm:[t. ,, ~,:~d i~ ..................................................... ] ................................................................... SCALE Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: L I~ ~Q.-~ ~,~ Township, Range, Soction: ~[~ ~" O~ '' ~ ~S SLOPE SITE PLaN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17, 18- 19- 20- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Depth Io Water After ~ ~ Monitoring? . ':~ Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE __ (minutes/inch PERC HOLE DIAMETER __ TEST RUN BETWEEN FT AND __ FT COMMENTS ' ying Planning April 28, 1994 W.O. 94122 Mr. Frank .T~,a CmA~-~ 15261 Snow Flake Drive Anchorage, Alaska 99516 RE: Test Pits / Lot 17 Block Grecian Hills Subdivision Dear Frank: On Friday, April 22, 1994, we met with John Smith of the Department of Health and Human Services, On-Site Services office. t We discussed the soils tests on the above mentioned lot. In particular, we discussed the relatively high ground water found in the test pits. John Smiths' recommendation was to wait until later in the spring to allow the runoff to subside and perform a percolation teston the unsaturated soil. We also discussed options if the ground water does not subside even after the spring runoff. John Smith was open to several options for placing on site septic system on the lot. The options are as follows: It may be possible to use a cumin drain to divert water from the soil in the area of the proposed septic system. The slope of the lot is such that fi. curtain drain may work very well. John Smith recommended a sand filter (similar to the ones that the Municipality has installed and has been monitoring during the past year) as an option for placing an on-site system on this lot. o We discussed the possibility of designing a system utilizing the Geo Syn Technologies, In-drain, as another option for a septic system on the lot. The last option discussed is to use sand to create a separation distance to the water table and install a more traditional style bed system. Although this is an option, John Smith recommended utilizing one of the first three options. PO Box 111349 Anchorage, Alaska 99511-1349 · (907) 345-1385/Fax 345-1386 Page: 2 Percolation Test Grecian Hills Subd. April 28, 1994 John Smith suggested that perhaps later in the spring someone from the on-site services office could meet up on-site to discuss the site conditions and the recommendations for placing a septic system on the lot. At this time we recommend waiting a few weeks to let the snow melt and runoff subside in Order to see if the water in the monitor tubes subsides far enough to be able to perform a percolation test on unsaturated soil. If you have any questions please give us a call. Sincerely, DHI Consulting Engineers Carl Abrams Civil Engineer CMA\Ifc cc: John Smilh. DHH$ D~ High, DH! K:~WP51 ~DHIX122ct25a.wp5 PO L:.z, r t 6-650 ANCHORAGE, ALASKA 99502.-0650 (907) 264 41 I I TONY KNOWI.LS MA YOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Permit ~: 840530 January 31, 1985 TO: Permit Applicant SUBJECT: Lot 17 Block 2 Grecian Hills Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as-built inspection report and the yellow copy must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Keith E. Bandt, SupeYvisor Environmental Engineering Program KEB/ljw enc: Copy of Permit SWP/057 DEPARTMENT OF HEAL.TH AND ENVIRONMENTAL- PROTECTION 825 L STREET~ ANCHORAGE.~ AK. 99501 264-4720 PERMIT NO: DATE ~.q~ ~n. 840530 (]7/02184- APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIF': LOT SIZE: 'LOT LOCATION: ARVID KAHLSTROM 3307 BONIFACE ~2C ANCHORAGE, AK 99504 333-9885 SUBDIVISION: GRECIAN HILLS SECTION: 25 TOWNSHIP: 12N 47808 (SQ. FT. OR ACRES) LAKONI~ DRIVE LOT: 17 BLOCK: 2 RANGE: ~W I certi£y 'Lhat: 1. I am l'amiliar with the requir-ements £o~' on-site seweps and wetls as set forth by the Municipality o£ Anchormge (MOA) and the State o~ Alaska. ~. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design cr'iteria oF this per'mit. ' 3. I wiI1 adhe~*e t.o ali MOA and State o¢ Alaska r'equi~*ements ~o~ the set back distances fnom any existi.ng well, wm. stewate~ disposal system or' public sewenage system on this o~ any adjacent o~* neanby lot. APPLICANT: ARVID KAHLSTROM GRe/~ 'R ANCHORAge Area BOA D~PARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-456! ~ SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT SOiL TEST r ULTS ~ NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCES, REOUIREMENTS FOUNDATION TO SEEPAGE PIT ., DRAIN SEEPAGE AREA SIZE ~ w', //~lTY~]~ // ~j DIAGRAM OF SYSTEM~ '~ SEPTIC TANK TO SEEPAGE PIT WALL _, DRAIN ~F~L~- SEEPAGE Pit ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK · SEEPAGE PIT DRAIN F[ELD , SEEPAGe PIT ., DRAIN field TO RIVEr, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT 'TTEDW'THA'BT'GBTR' OV.T PS',. /.., /.' & CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AN[ DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO, EQ-0f 6 THE ABOVE T,H.-[ 7- 10-73 O.Oa ORGANICS (PEAT) SILT TRACE SAND AND GRAVEL (ML) SILTY SANDY GRAVEL WITH COBBLES (GM) Note Test hole excavated No Water Toble with tractOr mounted 14.O T.D. b~ckhoe. R~ F:ngineermg ~ Geologica I Consultants L.G. Britt Property LOG OF TEST HOLE Anchorage Alaska DATE 7-24-73 ]SCALE]" : 2' ]DWNBY B.R.S. JCHKDBYW. E.D. JPRO,~.NO. 36636 DW~3NO. A- O1 R&M ENG' ,. EERING & GEOLOGICx._ ,. CONSULTANTS 229 EAST 51st A~/E - P.O.~80X 6087- ANCHORAGE, ALASKA 99503 TELEPHONE 907--279--0483 TEL'EX 090-35419 Civil Engineers Geologists Land Surveyors JAMES W. ROONEY, P. E, MALCOLM A. MENZIES, P,E., L.S. JAMES H. WELLMAN, P.E. RALPH R. MIGLIACC O Engineering Geologist. July 24, 1973 Mr. L. G. Britt 8420 Corbin Street Anchorage, AK 99504 R & M Project No. "36636 JUL 197-3 ~P~; 09 ~NvIRONMJ~NtAL Re: Test Hole and Soil Log Report for Sanitary System Lot 17 & 18,Block 2, Grecian Hills Subdivision Dear Mr. Britt: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of July 10, 1973, and those procedures outlined in a letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environ- mental Quality. A single test hole was put down within the Lot 17 and Lot 18 area for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished With a tractor-mounted backhoe and the test hole was extended to a total depth of 14 feet below grb~hd Surface. The final log prepared for the test hole has bee~ included in Drawing A-01. Ground water was not encountered in the ~est hole. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M ENGINEERING & GEOLOGICAL CONSULTANTS mes W. Rooney JWR: ph / xc: GA_AB '/ ANCHORAGE FAIRBANKS JUNEAU Test Hole 1 Lots 17 & 18, Block 2, Grecian Hills W.O. 17454 Depth in Feet From To SOIL DESCRIPTION 0.0' 3.5' 3.5' 6.5' 6.5' 16.5' F-4, brown peat, Pt, damp, soft F-4, grey slightly gravelly sandy ~ilt~ ML, damp, stiff, P1- F-l, olive silty sandy gravel, GM, slightly silty to 10' and very silty below 10', rocks at 16.5', damp, medium density, subrounded particles to a maximum size of 2" Bottom of Test Hole: Frost Line: Free Water Level: 16.5' None observed See remarks ~ample Dqpth 1 5.0' Type of Sample Grab Unified Class. ML 7.5' Grab GM 10.0' Grab GM 12.5' Grab GM 5 16.0' ' Grab GM Remarks: 1. 2. Unified classification: See sheet 1, attached After grinding on rock, found moisture had entered hole from unkown depth' Hole had mush at 10' after drilling. Not much water and may possibly be perched. Test Hole Log -- Description Guido Thc soil descriptions shown on the logs are tile best estimate of tile soil'~ characteristics at tile time of field examination and as such do not achieve the precision of a laboratory testing procedure. If thc log includes soils sam[des, those samples receive an independent textural cktssification in tile laboratory to verify the field examination. The logs often include the following items: Depth Interval - usually shown to 0.1 foot, within that zone no significant change in soil type was observed through drill action, direct observation or sampling. Frost Classification - NFS. Fl, F2, F3, F4, see "Soil Classification Chart" Texture of Soil - An engineering classification of the soils by particle ~ize and proportion, see "Soil Classification Chart", note the proportions are approximate and modifications to the soil group due to stratification, inclusions and changes in p~opcrtics are included. Moisture Content - this is a qualitative measure: d_D~, no or little apparent surface moisture, damp, moisture forms portion of color, less than plastic limit, wet, no free water, often soft, if cohesive soil; saturated, free water may be squefized out, ifa free draining soil; ddatent at natural moisture content, if a non-plastic silt or fine sand. (The molstur¢ content is fmther defined by reference to PI, L¥,/, NP, M% or dilatency.) Density - refers to more-or-less non<ohesive soils, &ucb as sand gravel ;mixtures with or without a fine fraction, derived from drilli~:~g action and/or sample data; usually described as: very loose, loose, medium dense, very dense. General intent is to portray earthwork characteristics. Stiffness -- refers to more-or-less cohesive soils and fine grained silts of ihe clay-sih groups. Derived from drill action and/or sample data. Very soft, soft, stiff, very stiff and bard are commonly used terms. Particle size - Thc largest particle recovered by the split spoon is 1-318", Shclhy tube 3", auger flights (minute-manJ 2", Auger flights (B-50 hollow stem) 6'-8". Larger particles are described indirectly by action of the drilling and are referred to ils cobbles, 3" to 8". or boulders 8"+, Therefore when reviewing thc gradation sheets, if any, the description on thc bole log must be considered for an indication of larger particles. Unified Soil Classification - This is a tv,,o Icner code. See Unified Classffication sheet for further definition. In some cases AASIIO and]or FAA soil cb~ssifications may be shown as well as the unified. Atterbcrg Lbnits-- useful for fine grained and other plastic s.oils. PI; natural moisture content believed to be less than plastic limh PI+; natural moisture content believed to be between plastic and liquid Lx.~Zv+; naturM moisture colltellt believed to be greater than liquid limit NP; non-plastic, useful as a modifying description of ~ome silt)' Dilatcnc)_' - is thc ability of water to migrate to th,5 ~urface of a silt or a vole:mit ash. Rock flo&r- finely ground soil that is not plastic but otherwise appears similar to a clayey silt. Organic Content -- usually described as Peat, PT, sometimes includes itqCcrcte particles such as wood, coal, etc. as a modifier to an inorganic soil. Quantity described as; trace, or an eslimate of volume, or, in case of all organic, - as Peat. Tbis may include tundra, muskeg and bog material. ~uck - a modifier used to describe very soft, semi-organic deposits usually occuring below a peat deposit. Amorphus peat - organic particles nearly or fully disintegrated. Fibrous Peat ~ organic particles more-or-less Bottom of Tcstholc -- includes last sample interval. Frost Line - seasoual flost depth asdcscribcdbydrilllng actim~and]or ~mplcs ar the time of drilling. Frozen Ground - other than frost line, described by samples, usually includes description of icc content, often will include modified Unified ClassiGcation for frozen soils - this is a special case related to permafrost studies. Frce Water Level - The free water level noted during drilling. This is not necessarily the static wa?r table ;xt thc time O~ drilling or at other soils requires observation wells or piczomcter installatlous, u~cd only Blow/6" -- The number of blows of a 1,10 weight free f;d]ing 30" to. advaucc a 2" split simon 6"i the numbc~ of blows for a 12" advance is, by definition, thc st;md.rd penetration. performed on dean sauds or gravels below the walcr table. Type o~qamplc - ~, refers to 2" split qmon driven into the soil by 1,I0 pound wclgbt, a disturbed sample, ~, thin wall tube, "Shelby" used to obtain undlsturbcd samples of fine grained soil, ~,"grab" disturbed sample from auger flightsor walloft~cnch, ~, cut sample, undisturbed sample from wall of trench. ~' Strent~~ -- a useful indic:itor of a soil's clayey frnction, N=None, L= I. ow, M =M cd iu m, H-I ligh Group - Thc samples a~e placed into apparently similar groups based Oh color and texture and ;ire arbitrarily a~aigned a g[oup letter. Fmtbcr di=turbed tests including At~crbcrg Limits, grain size, moisture-density group. Tiffs is an imlm~t.m phase of the st~il an.dysis and is used to August 4, 1975 W.O. 17454 ~ IItONE: 707-279-258t' " t4r, ken Mitchell Alaska ]3and Development Co. 4546 Business Park Blvd. Anchorage, Alaska 99503 Re: Dear ken: Lots 17 & ].8, Block 2, Gre¢:i.a.q Nills Percolation Test As per your request we performed a percolation test on the above referenced property. Using a B-50N Hobile Drill dril. 1 rig mounted on a Fle>:trac-Nodwell FN-75 track vehicle owned and operated by Denaii Drilling, inc. we placed a 16.5' deep test hole 45' south and 25' east of tNe southwest corner of LNe existing foundation excavation on the site. The log of that test hole along with our sta~:dard explanatory information are enclosed in this letter. No water table was detected in the test hole, but after drilling on a rock at 16.5' /or 15 minutes, a~_qis~ure Nad entered the Nole from an unknown depth a~ld there was . --- ~ .... ' .......... y. · - = - ~e perched, thougll, and someth.ing tNat might be corrected during construction Of the seepage pit. /The test hole was filled tn 9" Fr ..... ~-~ ........ ~l ~ July 3], 1975 a~d chocked at 11-30 a n .... ! au which time _it }lad dropped to 2.9'. The i]~]/ fJ. lled to i 35' and obser,,ed n,~,i'i .' . ~h 'ids cnen : ~ ......... d pe]:'loo os ~our }}ours [ ]~.: the v, at~r level dropped ~o-.1..80E-.for___a )el-cc · Mr. Ron Mitchell 2 Grecian Hills, Lots-17 & 18, Block 2 August 4, 1975 If we can be of fur%her service or prOvide additional clarif'ication o·f the data presented in this report, please- do not hesitate to contact us. ~.~ Very sincerely, ALASICA TESTLAB Melvin R. Nichols, C.E. Laboratory Supervisor MRN :pf Encl. (4)