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Home My WebLink AboutBAKIC Lots 1 & 2 Plat# 93-83 S-9163 March 25, 1993 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services 825 L Street P.O. Box 196650 Anchorage, AK 99519-6650 LIMITED ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT Attention: Ms. Susan Oswalt Re: S-9163, Bakic S/D Dear Ms. Oswalt: In accordance with our meeting held in your office on March 17, 1993, I am providing you with the required certification for the existing septic system on proposed Lot #1, of the above referenced sub-division. This certificate is provided as an attachment to this letter. Based upon our meeting, I am of the understanding this certification completes the Department of Health and Human Services (DHHS) criteria required for this subdivision. As such, I now understand DHHS will sign-off on the plat in the two lot configuration as represented in the modified preliminary plat. It is also my understanding the set-backs from water courses are to be from the mean high-water lines, rather than the center of the channel. These set-backs are to be shown on the final plat, along with other plat requirements identified in the approved preliminary plat. Please review the information contained here and advise me as soon as possible of any other requirements needed, from your department's perspective, for plat approval. We intend to set the monuments on this property in the very near future and will be processing the final plat shortly thereafter for signature(s) as required. Sincerely, LCMF Limited Steve W. Chronic, P.E., RLS SWC/rer Attachment as noted cc: Bob Bakic SWC/Bakic/3-25-93/R RECEIVED MAR ;5 0 1993 ivlu,',.c ~ai :~. ot ,-~,cnorage Dept, Health & Human Services 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 ° Facsimile: (907) 562-1831 March 25, 1993 ENGINEERING CERTIFICATION I hereby certify that the existing septic system, located on proposed lot 1 of the Bakic subdivision; S-9163, within the Municipality of Anchorage, has an adequate absorption area; the bottom of which is 4 feet, or more, above the water-table during any season of the year. This certification is in accordance with the requirements identified under AMC 15.65.060, sub-section 2.b. Certification is based upon the site topography, the existing test pits that have been dug on proposed lot 2 of this subdivision, inspection of the existing septic system and other engineering considerations. Stephen W. Chronic CE 4589 RECEIVED MAR 0 199 , · ::: ..,:.,t ;y u~ Anchorage Hemth & Human Services Torn Fink, Mayor Ntunicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 March 4, 1993 Mr. Derek Howard, RLS LCMF Ltd. 139 East 51st Avenue, Ste. B Anchorage, Alaska 99503-7205 Subject: S-9163, Bakic S/D Dear Mr. Howard: The final plat for this subdivision will consist of two lots, rather than three as originally proposed. We have adequate water monitoring information for the newly designed Lot 2. Due to the lot configuration and the stream crossing, we will ask for a plat note requiring the private well on Lot 2 to be installed to the south of the northern 100' stream setback. This is necessary to ensure that the reserved disposal area is maintained. No structures may be built in the reserved area. We will not accept survey information to verify that the disposal system on Lot 1 is in compliance. The testhole is too far away, and you cannot guarantee that groundwater follows the contours of the land. As previously requested, we will require that a water monitoring test pit (or augured hole) be installed next to the absorption area on Lot 1 and that water monitoring readings be taken through at least the middle of May. Based on these results, this department will determine if that system will need to be upgraded prior to final approval. If you have any questions on the above, please contact me at 343-4718, or John Smith at 343-4360. Sincerely, Susan Oswalt On-Site Services cc: John Smith, P.E. Joann Contreras, DEDP /s494 March 1, 1993 LIMITED Municipality of Anchorage Department of Health and Human Services P.O. Box 196630 Anchorage, AK 99519-6650 Attn: Susan Oswalt On-Site Services Re: Bakic Subdivision (Case No. S-9163S) Dear Ms. Oswalt: ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT RECEIVED UAR 2 199; IVIUniC,pali[y ot An Dept. Health & This letter is a request for clarification of the steps that you will require for approval of Bakic Subdivision, as stated during our phone conversation of February 22, 1993. As you know, I am new to this project and am trying to expedite its completion for our client. It is my understanding that you will require a minimum of 40,000 sq. ft. for each lot within the subdivision (excluding the R.O.W.). In addition to this, you will require confirmation that the existing septic system does not encroach into the ground water zone. I believe that this will entail confirming that the bottom of the existing disposal field is located no closer than 4' to the high water line. At this time, I plan on running levels from our last test- hole to the area of the existing disposal field to confirm the vertical location of the field. This will consist of assuming a ground elevation of 103.5 feet at the test-hole (knowing that the water elevation is 3.5 feet below the surface), and finding the ground elevation at the disposal field relative to the test-hole area. The distance down to the bottom of the disposal field will then be subtracted from the ground elevation. The assumed water elevation of 100 feet will then be subtracted from the relative elevation found for the bottom of the disposal field to determine the separation distance. Please let me know if you approve of this method for determining the adequacy of the ground water zone, or if 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 ° Facsimile: (907) 562-1831 Susan Oswalt March 1, 1993 Page - 2 - modifications to this plan will be required. If so, please let me know what these modifications will entail. If you have any questions or comments, please feel free to give Russell or myself a call at 562-1830. Sincerely, LCMF Limited Derek Howard, RLS DH/aew/91-074 MUNICIPALITY OF ANCHO~GE MEMORANDUM DATE: January 24, 1992 TO: Department of Economic Development and Planning Zoning and Platting THRU: FROM: John Smith, P.E., Program Manager, On-site Services Department of Health and Human Services A . Susan Oswalt, On-site Services Department of Health and Human S&~vices SUBJECT: S-9163A ' Bakic Subdivision Revised We have no objection to the plat proViding 'the following conditions are included in the approval: 1. Provide water monitoring results through spring high water period. 2. Submit additional soil test for Lot 2. 3. Certify that sewer sytem on Lot 1 is not encroaching on groundwater table. 4. Show 100 foot stream setback on final plat. SO/ljm . .. JUL Z9 '9~ ~8:36 ~? 56E 1831 LCMF P.1/2 I.~MF Limited 139 E 51st Avonue, #B Anthorage, Alarm Phone FAX Phone : 807-562..1830 : 907-562-1831 FAX TRANSMII'rAL From, No. o! Page~ to' Follow Project ~,/~- F.~, ~ Reference ... RECEi JUL ~ 9 ~[Jr/l'e~Pal~lY ot Dept' Health & I-lu~ 7ED ~hor~go SerVices If you did not receive any pages, please contact us as soon as possible · JUL L~ '~?. 88:36 ~? ~8 1831 LCKF' P.2/2 i I .> I I MUNICIPALITY OF ANCHO~GE MEMORANDUM DATE: December 5, 1991 TO: Department of Economic Development and Planning Zoning and Platting THRU: FROM: John Smith, P.E., Program Manager, On-site Services Department of Health and Human Services J~C~ Susan Oswalt, on-site Services ~ ~ Department of Health and Human c s SUBJECT: Request for Comments on Subdivision December 6, 1991 The Environmental Services Division, On-site Services Section, of the Department of Health and Human Services has reviewed the following cases and has these comments: S-9163: Lots 1, 2, 3 Bakic Subdivision The soil tests submitted for this plat are unacceptable as they are improperly sited. We will require adequate soil test reports on both Lots 2 and 3. The soil test must include water monitoring through a high water period. We require information on water availability in this area. The reserved area for Lots 2 and 3 must be designated on the final plat; well sites for these lots must also be shown. We are concerned about the proposed access to Lot 2; the driveway may not encroach on the reserved area. The 100 foot protective setback to the stream must be shown on the final plat. SO/ljm WELL LOG2 BAKIC SUBDIVISION WELL LOGS SPRING 1992 WELL NO. 2 DATE (( 12 ~7 2-2 ~7 TIME 2 'IT P WATER DEPTH (FT) Page 1 WELL LOG 1 BAKIC SUBDIVISION WELL LOGS SPRING 1992 WELL NO. 1 TIME WATER DEPTH (FT) ,,,..,~,-. ? ,' Su ? r~: :zop 'O Page 1 WELL LOG1 DATE 2-- BAKIC SUBDIVISION WELL LOGS SPRING 1992 ~7 WELL NO. 1 .~ ¢'~.,,)~._ '~Z'-- TIME WATER DEPTH (FT) Page 1 January 14, 1992 Municipality of Anchorage Department of Economic Development and Planning P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Jerry T. Weaver, Jr. Platting Authority Re: Bakic Subdivision (Case No. S-9163S)A ~c ~' ~' ~ Dear Mr Weaver: LIMITED ENGINEERING SURVEYING ~L.ANNING PROJECT MANAGEMENT Attached are thirty (30) blueprints of the re-designed Bakic subdivision that we discussed on 1/13/92. The lot dimensions have been changed in order to address Susan Oswalts concerns as well as to reflect some of the other comments stated in the memorandum to Donald S. Alspach dated November 25, 1991. After speaking with your assistant this morning, I will plan on obtaining the side yard variance from the Board of Examiners and Appeals prior to submitting the final plat for approval. If you have any questions or comments regarding this plat, please call me ASAP at (907) 562-1830 so we can discuss them. Thank you for your time. Sincerely, Russell H. Oswald, E.I.T. cc: LCMF Files 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 · Facsimile: t907/562-1831 January 13, 1992 LIMITED ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT Municipality of Anchorage Department of Health and Human Services P.O. Box 196630 Anchorage, Alaska 99519-6650 Attn: Susan Oswalt On-Site Services Re: Bakic Subdivision RECEIVED IAN 1 5 1992 Municipality of Anchorag. e Dept, Health & Human Serwces Dear Ms Oswalt: I would like to thank you for taking the time to meet with both Steve Chronic and I to discuss the actions needed for your approval of Bakic Subdivision. Following is a brief discussion of what I believe the outcome of this meeting to have been. After reviewing the new lay-out of lot 3, you said that the previous problems with the driveway being located over the reserve area were no longer a concern. A plan for water monitoring through a high water period was established which will require us to monitor the current test hole sites once a month up until April (or we notice a rise in the water level). At that time the monitoring should be increased to weekly until we begin to record large changes in the water level at which time the monitoring should occur daily until the water level begins to drop off. Along with the water monitoring, we will check to see that the septic system existing on lot 1 d~es not sit down in the h-f-g~'~ w-%-ter. This w~ii De none ~nr~h the us~-~-f--~ existing se~-i-~-- ~'~'m records and the water level information that we find through our monitoring of the existing test holes on proposed lots 2 and 3. 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 · Facsimile: (907) 562-1831 Page 2 Susan Oswal% - . January"l'3, 1992 It was then agreed that we should dig at least one more test ho~ in the reserved area of lot 2 If the material in this hole is found to resemble the two previous holes and there is no physical evidence to the contrary, then no more holes will be required. The reserved areas will De placed on the final plat, with a note stating that no building or foundation may be placed in~~ .... reserved areas. . .............. Based on these changes and considerations, you have agreed to approve the preliminary plat. We understood you would be sending a revised memo to the Department of Economic Development and Planning, stating your conditional preliminary approval of this plat. If you disagree with our understanding stated herein, or have any additional comments to add, please contact me ASAP at 562-1830 so that we may establish the condition of approval. Thanks again. Sincerely, LCMF LIMITED Russell H. Oswald, E.I.T. cc: Bob Bakic LCMF Files; 91-074 MUNICIPALITY OF ANCHO~GE MEMORANDUM DATE: January 13, 1992 TO: Department of Economic Development and Planning Zoning and Platting THRU: FROM: SUBJECT: John Smith, P.E., Program Manager, On-site Services Department of Health and Human Services_j~O~14~l~h~ Susan Oswalt, On-site Services ~C~.~~ ~ Department of Health and Human Services S-9163 - Lots 1, 2, 3 Bakic Subdivision Amended Comments We have no objection to the plat providing the following conditions are included in the approval: 1. Provide water monitoring results through spring high water period. 2. Submit additional soil test for Lot 2. 3. Certify that sewer system on Lot 1 is not encroaching on groundwater table. 4. Show 100 foot stream setback on final plat. SO/ljm January 14, 1992 RECEIVED JAN 1 5 1992 DeMo?)!C~pality of Anchorage P~, ~ealth & Human 8ervioee LIMITED ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT Municipality of Anchorage Department of Health and Human Services P.O. Box 196630 Anchorage, Alaska 99519-6650 Attn: Susan Oswalt On-Site Services Re: Bakic Subdivision (Case No. S-9163S) Dear Ms Oswalt: Enclosed you will find the water availability information in the area of proposed Bakic Subdivision. This information was taken from your files during the month of December and should answer any questions you may have concerning the availability of water in this area. The well records for Chalet Terrace Subdivision are for a community well which serves lots 2 through 10. This well is shown to be able to supply 2.0 gallons per minute per household using the well. The well certificates for lot 2 of World Top Acres and lot 2B of Upper Chinook Subdivision show the wells being capable of supplying up to 20 gallons per minute, and 10 gallons per minute respectively. If you require any further information, or have any additional comments to add, please contact me ASAP at 562-1830. Thanks again for your time. 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 ° Phone: (907) 562-1830 · Facsimile: (907) 562-1831 Page 2 Susan Oswalt January 13, 1992 Sincerely, LCMF LIMITED Russell H. Oswald, E.I.T. cc: LCMF Files; 91-074 1801 Stanton Ave. Anchorage, Alaska CONTRACTING ENGINEERS & ASSOC. Consulting Engineers Phone: ENGINEERING REPORT CHALET TERRACE SUBDIVISION WATER S¥STE]I Water System for: Lot 2 thru 10 Lot 1 will be served by an individual well, Total lots served : g I, bathroom group with flush tank 2. kitchen sink 3. laundry tray Total supply fixture units per lot = ll A. General 1. The system as designed will serve the g lots in this subdivision as noted above and as shown on the attached drawings. 2. The system as designed will not be expanded. 3. There will be no industrial activity which will affect the requirements of this water system. 4.' The estimated daily water consumption assuming 100 g.p.d, min. and 3.25 people per residence and g residences is lOOx3,25xg , 2925 ga: _-or 2.0 gaJ~/min. .This is the present aQd future requirement, The capacity of this system is based on the peak demand computed as fol Assuming for each lot: Engineering Report Chalet Terrace Sub. - -2- For g lots the load on the system in supply fixture units is 9g. With this load the supply demand is equal :o 42 g.p.m, for approximately 20 minutes or G40 gal. With the installation of one 82 gal. Hydro-pneumatic storage tank with 2/3 effective volume for storage on each lot served the total storage for this system will be: , 82x2/3x9 = 492 gal. Required pump capacity ~ 34.__~8= 17.4 gal. per minute or 1044 gal. per hour 20 5. The source of water for this system will be a deep water well located as shown a 6" on the plans. The well will be drilled and cased with casing to prevent ground water contamination, ~ The top of the casing will extend at least 12" above finished grade with no pit around the casing, A well h we]] to allow all electric controls t^ ~u~_~)~ be construfted over the ~ house w~]l be insulated .,nd weat~,J~cea,~t ~ well. The ura~n aha will be electric ~ ~.~..~- ~,u,~. ~ wlll have a dayli h all~ ,.~,~, ~o prevent freezing. A pitlessg t adaptor will not be used and the discharge pipe will come out the top of the casing and will be connected to the dtstrubution header in the well house. The casing will be sealed, All development in this area depends on we and t[j acqu~fe~ which this well will -e~^-- .... lls for their water of a quality' ~ -~ra~e nas proven to produce water suitable for household uses. Prior to public from this well will be tested for quality, use the water B. Permafrost is not known to be present in this area. -~. This ~-s not a Surface water source. - D. Purification is not anticipated or proposed, E. Pressure will be maintained in the lines at all times by the use of a submersible pump with a minimum ratihg of llSO gal. per hour with a discharge pressure of 60 P.s.i. and a depth to water level of 120 feet. {Jacuzzie Submersible Pump No. 15S4C or equal). If the depth to water level is such to require a larger pump, then a pump of adequate size will be installed. To minimize fluctuation in pressures, a hydro-pneumatic system consisting of one 82 gal. pressure tank will be located in each residence. Pressure loss in the mains at peak pumping rate is negligible. Engineering Report Chalet Terrace Sub. -3- F. The distribution lines will be constructed with approximately 275 lin. ft. of 2" NSF approved water pipe..Service connections with a corporation stop at the main and a curb stop with service box installed at the property line or easement line for each lot will be constructed as part of this system using 340 lin. ft. of 3/4" NSF approved Type K copper water pipe. 2. There are no special features in the distribution system. 3. The distribution system will be installed with a minimum of 10' of cover over the distribution lines. 4. The system will be located in glacial G. Water will be stored as specified in "E". 2. Fire protection has not been provided. H. Cost Estimates till at the depth specified. Construction Well with 6" casing 200' at $13/ft. 275 lin. ft. 2" WL installed at $6/lin. ft. *g curb stops installed at $150 e~ch Submersible pump and riser pipe ,600 ,65O ,350 600 Maintenance cost estimated to be $400/year. Th~ following minimum distances fr -~o ground-~ater ~,,.~ .... , . om points of possible contamination o~F~mes Wlim oe exceeded: 1. Any contamination _ 40 ft. 2, Sewers, septic tank, disposal fields - 80 it, 3. Seepage pits - 120 ft. *Curb stops included service connection. Eighty-two gal. hydro-pneumatic tank to be installed by each builder as lots develop. Certified Well hour. I:)e!.(riotlo.m of Iro~,n~.(;or, I CPrt,fy Ih~_ at ore true afl,! ¢c'trecI. Ot,l~er Iv1-W DRILLING, Inc. (907J 2)'4 .:GJ J A'./£1rc,,R/,.Gf_. A!_Ac ~,... 9':50? Well Owner ." ] ,'- Size of casing t'," .Static wah,r Screen --D('p:h ,,f lbde_ 10 _ h. (r:!,:,;~) ); Pcrf~,rated ( DRILLING LOG Use ,,f Well ,.. ,--) f~'et (l',.']~:w} 7:,nd ~ urface. Describe screen or perforation_:;,-,~o ....... pumping of drawdown from ~tat:c level. Ca t.d to_. '~-~.S ._ feet F:nish of well (check (,ne) apen end ( Date of completion ""~ c, .!97.2_ __ .,-- (rninu~to,) fnr..]. __ hours with .... 10,") _ft Dui)Ih in feet from ground surface .___o__ _TO._ 1o WELL LOG Give d, :nils r,f f"rm;,tmn~ t' n,.tratcc!, size of mate.r/al, crqor and hardness -'-. ! Q-_TO ....20_ _ _ ~2_0 TO_ 40 ..... TO_._ ......... TO ..... TO ....... .... TO TO~~ ...... TO __. ..... TO ....... TO_ TO .~ TO ..... TO MUNICIPALITY OF ANCHO~GE MEMORANDUM DATE: January 24, 1992 TO: Department of Economic Development and Planning Zoning and Platting THRU: FROM: John Smith, P.E., Program Manager, On-site Services Department of Health and Human Services ~uj~u~tTqn~ Susan Oswalt, On-site Services /~ Department of Health and Human S&~vices SUBJECT: S-9163A - Bakic Subdivision Revised We have no objection to the plat~providing the following conditions are included in the approval: 1. Provide water monitoring results through spring high water period. 2. Submit additional soil test for Lot 2. 3. Certify that sewer sytem on Lot 1 is not encroaching on groundwater table. 4. Show 100 foot stream setback on final plat. SO/ljm Municipality of Anchorage ~I~PARTMENT OF HEALTH & HUMAN SERVICES ,~treet, Anchorage, Alaska 99502-0650 PERFORMED FOR: DATE PERFORMED: LEGAL DESCRIPTION: 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ZO ~,t,,j /Z¥c,, 20 5~ r[~_: ~.3cO£/~. Township, Range, Section:,T-[2' ~O, ~ ~t,O, .5 Z.q; SLOPE SITE WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT DEPTH? E Depth to Water After,. , Monitoring? · Dale: '"~ / ! l Ot T.. Gross Net Depth to Net Reading Date Time Time Water Drop &Z~5 1o'~5 .,~ :F" .~ t l .' ~0 ~0~ i '. ~" ~,, I Z: tO ~ 1~ 6~z~ PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER ._~. TEST RUN BETWEEN l' '--~ FT AND 3.0 FT COMMENTS PERFORMED BY: ¢'~u ~_.C~_. ~. ~:~.A~r_~B~) I ::~F~OF_..,~.~.~. C..t.~-z3~OI~CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) RECEIVED 53' DEC 2 3 1991 Mun~clpahzy ut Anct~orage Dept. Health & Human Serv/ce~ December 20, 1991 Municipality of Anchorage Department of Health and Human Services P.O. Box 196630 Anchorage, Alaska 99519-6650 Attn: Susan Oswalt On-Site Services Re: Bakic Subdivision Dear Ms Oswalt: LIMITED ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT RECEIVEI) Municipality u~ Dept. Health & Human l~terVlOll This letter is in responce to your concerns regarding the proposed design of Bakic Subdivision. During our meeting on December 5, 1991, I believe we cleared up some of the questions that you had on the soil test sitings. The confusion as to the proper location of these test areas appears to have come from incorrect off-set distances being shown on the soils logs from Hillside Drive and Alps Avenue to the soil test sites. The test site shown to be 570' from Hillside and 220' from Alps should show distances of 540' from Hillside and 190' from Alps. The test site shown to be 530' from Hillside and 290' from Alps should show distances of 500' from Hillside and 260' from Alps. These distances reflect the location of the soil test sites relative to the proposed property lines (see attached). As for your other concerns, I would like to meet with you at your earliest convenience to discuss our proposed modification plans and possible options. Please contact me at (907) 562-1830 to set a time we can meet Sincerely, :,~F LIMITED Russell H. Oswald, E.I.T. 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 · Phone: (907) 562-1830 · Facsimile: (907)562-1831 Page 2 Susan Oswalt December 20, attachments: 1991 Soils Log (site 1) Soils Log (site 2) Site Plan (soils test sites) LIMITED ENGINEERING SURVEYING PLANNING PROJECT MANAGEMENT CC: Jerry T. Weaver, Jr. LCMF Files 139 East 51st Avenue, Suite B · Anchorage, Alaska 99503-7205 ° Phone: (907) 562-1830 ° Facsimile: (907)562-1831 RE C E I V E B Municipality ot Anchor. ge DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 OEO ~ ;~ 19°Jl SOILS LOG -- PERCOLATION TEST Municipality ot Anchorage Dept, Health~ Human Services LEGAl 1 2 4 5 6 , 12 ~3 14 17 18- 2O DESCRIPTION: DEPTH [F~FT1 L)/.~/~Township, Range, Section.'T'/Z~,.~'' ~,~/~, 5~_.~ 5J~, .~._/,"r.. SLOPE SITE DR.',/ WAS GROUND WATER IF YES, AT WHAT DEPTH? · ._ Depth to Water A,er _ ~,O"'i'~"~'"VI ~J~Jm'Monitoring? /L.~.,%..1~_.. Date: [ Gross Net Depth tO Reading Date Net Time Time i Water I Drop PERCOLATION RATE ~' I ~ (m,nutes/,ncn) PERC HOLE DIAMETER TEST RUN BETWEEN 4 FT AND ~3 FT COMMENTS '7'-~'57" pEgFc~2.~.j:~ /I¢'~'-'~--/2. F/4.C /,O~S ~,~&.F_... c~. H~r...) '?"cO // J= A.,O D PERFORMED BY: ~US~LC ~~~ ~ ErOdE Cg~o~/C CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECTON THIS DATE. DATE: /~/~/5/ 72-O08(Rev 4,85~ DEPARTMENT OF HEALTH & HUMAN SERVICES ~* ~ 4~ ~ ~* ~ DEC 2 ~ ~"L" Street, Anchorage, Alaska 99502-0650 ~ ~. I., ~1~ . ~ SOILS LOG -- PERCOLATION T ~ ~ ~[PHEfl W. C~NO~:C / ~' Munimpalay ot Anchorage EST PERFORMED~ WAS GROUND WATER ENCOUNTERED7 8 9 10 11 12 1 2 3 4 5 S IF YES. AT WHAT L DEPTH? _... O P E 13 ¥0"~,4 L L . .., ,,'.,,'~ Depth to Water Alter 17 18 19 20 _ Dale: ~ Gross Time F" t PERCOLATION RATE ~ (m~nutes/~nch) PERC HOLE DIAMETER TEST RUN BETWEEN 4 FT AND _~ FT COMMENTS ~ ~CCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. ~-008 (~ev. 4~85) CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: ..._~/(--)/2,~ //'~',/ MUNICIPALITY OF ANCHORAGE ECONOMIC DEVELOPMENT AND PLANNING P.O. Box 196650 Anchorage, Alaska 99519-6650 PRELIMINARY PLAT APPLICATION OFFICE USE REC'D BY: VERIFY OWN: Ao Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks. 1. Vacation Code 2. Tax Identification No. S916} DEC 9t9~ 101~1¢1t1~$1o~t NEW' abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34). ILlol~kl I,l.lzl I~J~l I~1 I~l~l~J,l¢l I I EXISTING abbr~iat~ I~al d~cripfion ~12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS ~) full I~al on back page. Petitioners Name (bst - FiBt) 6. Pe~oneFs ~eprese~ve 7. Petition Area 8. Proposed 9. Existing Acreage Number Number Lots Lots Address City Phone# I~Prt~ul~J I~l~l~lolM,Id.ldcl~l¢t IJ-rl~l.I I ltl I ' z~p ~9 5'o3 10. Grid Number 11. 12. FeeS ~O~-'~ 13. Community Council I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission, or the Assembly due to administrative reasons. Signature *Agents must provide written proof or authorization. 20-003 (Rev 6/89)MOA-24 Please check or fill in the following: 1. Comprehe/psive Plan -- Land Use Classification v Residential Commercial Parks/Open Space Transportation Related 2. Comprehensive Plan -- Land Use Intensity Dwelling Units per Acre (~, ~'* Special Study Alpine/Slope Affected o Environmental Factors (if any): a. Wetland 1. Developable 2. Conservation 3. Preservation Marginal Land Commercial/Industrial Public Lands/Institutions Alpine/Slope Affected Industrial Special Study b. Avalanche c. Floodplain d. Seismic Zone (Harding/Lawson) D. Please indicate below if any of these events have occurred in the last three years on the property. Rezoning Case Number Subdivision Case Number Conditional Use Case Number Zoning Variance Case Number Enforcement Action For Building/Land Use Permit For Army Corp of Engineers Permit E. Legal description for advertising. F. Chec~t Waiver 30 Copies of Plat Reduced Copy of Plat (81/2 x 11) C~rtificate to Plat Fee Topo Map 3 Copiesv/ Soils Report 4 Copies Aerial Photo Housing Stock Map Zoning Map Water: Sewer: Private Wells Private Septic Community Well Community Sys. Public Utility Public Utility 20-003 Back (Rev. 6/89)MOA-24 ENGINEERING 16~ SURVEYING .S 9 o~o 9 ~99~ ~'ANN,~ PROJECT MANAGEME~ - I, Robert S. Bakic, being the owner of the property described as the S 1/2, of the NW 1/4, of the SW 1/4, of the NW 1/4, Section 24, Township 12 North, Range 3 West, Seward Meridian, hereby authorize LCMF Limited to act as our agent for the subdivision of the above referenced property. 'Signature Date 139 East -':-.~.t .avenue, Suite B · -~nchoraqe. "~ ~ ',e~.,;q 7~n~ o ~h,~ne saT, 562-~83C, ,, ~a<:'slm;ie: 907~ ~-¢~2-~8'~ CASE -~':~ REATER ANCHORAGE AREA BOROUGH..~ '~'*'*'~*¢~ G ...... ~ rRVIROR#ENTAL I , 3500 TUDOR ROAD ~'~ ' ~ ANCHORAGE, ALASKA 99502 Performed For his For P S 11~ ~ LI4. ~ ~14, ~ LI4, ~. 24, ~ ~, ~ ~' 'Ground Yater Encountered-__---- if Yes, At What Depth?_ -- Reading Date Gross Time Net Tine __ ~te 't' X Drain £teld ___ . Proposed Insta~ Seepage ~e~_~tom Of Pit or I~Bl~n__ Depth Of lnle~t_. ....... ea ~m~ ~"~-be-l(m 4 It. de COVERTS: l~s .~.ozorasm c~ . DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG I PERCOLATION TEST LEGAL DESCRIPTION: ~.~ ~f~ j~l/% ..~/.~ I/4,~ tj~~ Township, Range, Section:T'lZ/~ SLOPE SITE PLAN OF /~..DIM.~V~ ~;~D WAS GROUND WATER 10 G~f~ ~ (..-' ENCOUNTERED? 11 S L IF YES, AT WHAT O 12 DEPTH? ~ p E L~._. ,. ~,~,) Depth to Water Alter · 13 J~:)R'O/',4 ~"~l:~,u~ Monitoring? A)ovo~, Date: ~ Reading Date Gross Net Depth to Net Time Time Water Drop Z.: 5 / 1, Z ' 2O PERCOLATION RATE ~ (m,nutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 4 FT AND /'~ F PERFORMED BY:.~tS~L~- ~~L~ ~ 5~E~E ~&~IC CERTIFY THAT THIS TEST WAS PERFORMED iN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~/~ [~ 72-008 (Rev. 4/85) Municipality of Anchorage ~ ,¢jc~ DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 9 1 615 BEC 9 1991 DATE PERFORMED: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 Df.L~/~Township, Range, Section.'7--/Z~.' ~[~',~,__. SLOPE SITE WAS GROUND WATER DP.¥ 'SA~D u)/um-E ENCOUNTERED? IF YES, AT WHAT DEPTH? · ._ Depth te Water Alter _ Reading Date Gross Net Depth to Net Time Time Water Drop I0/~!~! $: JO -- ~,& ' "-' COMMENTS PERFORMED BY: ~U~~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 4 FT AND ~ FT CERTIFY THAT THIS TEST WAS PERFORMED IN 72-008 (Rev 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SER VICES/,/ 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: .~Z~ ~ · DATE PERFOR~~'' LEGAL DESCRIPTION: ~,~ ~/'~.. ~ U0 i/~) ,~ ~.~ t/~.~ , ~..~.~ Township, Range, Section:'T"lZ/~ O~ /T4E, D~u. wl ~.~D WAS GROUND WATER ~'~"~ ~.,~ ENCOUNTERED? SLOPE S L IF YES, AT WHAT O DEPTH? ~ P E Date: ,,,,.,~)Depth to Water After Monitoring? SITE PLAN /Iv.. P5 AdF-. Reading Date Gross Net Depth to Net Time Time Water Drop ~/~/,~ ~ Z,'$,./ --,- ~3, ~' ._ PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER ~ ~' TEST RUN BETWEEN ~'~ FTAND _~ FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 PERFORMED BY:_J~t~-'~'(". ~:)~3R-C.D ~ 57-Ec/E (~.~/;~OTt, Jl(- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage ~' ~ DEPART,,MENT OF HEALTH & HUMAN SERVICES u ~~[-~ I 825 "L' Street, Anchorage, Alaska 99502-0650 ~_ -. EP#[#"~'. CHi~01~IC _, ,,.. I SOILS LOG -- PERCOLATION TEST I FOR:..~.~~ ~--.... LEGALDESCR'PT'ON:¢--~//?.: ,~_14; ,_~f.~SL~4.~/~Township. Range. Section.'T'JZ,4~.~ Zc~I.~Z.~..~ ,,~j~,,Z}r? SLOPE SITE PL, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 D~, ¥ 5A,'OD a)/um.E WASENcOUNTERED?GROUND WATER IF YES, AT WHAT DEPTH? · ._ Depth to Water After _ ~'JTg~'el~ ~g,Y,,~-Moniloring? /00,0~.- Date: s L O P E N L. I Reading Date Gross Net Depth to Net Time Time Water Drop IO.//,~le/ 8: ,fo .-- 43,4,, -.- ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~'~ FT AND ~ FT CERTIFY THAT THIS TEST WAS PERFORMED IN 72-008 (Rev. 4/85) Z: ROAD ? TR 8 C R-6 TR 8 ALATNA ALPS 2 2B f · r ~' " :' 'tA 112 th Ave -KLA~T- Dr CIRCLE, ~4 Case No. 92-050 RETURN COMMENTS TO: DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING Planning Division P.O. Box 196650 Anchorage, Alaska 99519-6650 Phone 343-4215 A request for variance: A variance to (1) allow an existing garage to encroach 6.2 feet into the required 25 foot secondary front yard setback (AMC 21.45.120.B) and (2) to allow an existing well house to encroach 5 feet into the~2~equlred 25 foot side yard setbacks (AMC 21.40.080.G.2). S 1/2 of the NW 1/4 of the SW 1/4 of the NW 1/4 of Section 24, Township 12 North Range 3 West, S.M, AK (Dr~lDD~sed under p~.eq~lnary plat case # S-9163A~.~_9~~ ~Subdivisio~6, Lot 1). Generally located north of Alps Avenue and east of Hillside Drive. CURRENT ZONE: R-6 Suburban residential district COMMENTS AND MEETING SCHEDULE: Zoning Board of Examiners & Appeals Public hearing Meeting Date: May 14, 1992 Agency Comments Due: Apr 16, 92 Council Comments Due: May 4, 92 DISTRIBUTION: STANDARD DISTRIBUTION Hillside East Community Council * ZONING BOARD OF EXAMINERS & APPEALS * * Assembly Hall, Z. J. Loussac Library * * 3600 Denali Street, Anchorage, Alaska * * May 14, 1992 7:30 p.m. * ***************************************** Municipality of Anchorage Department of Economic Development and Planning P.O. Box. 196650 Anct~orage, Alaska 99519-6650 ZONING VARIANCE OFFICE USE ~ ~. REC'D By: Yedht Own: Poster and Affa~~ A. Please fill in the information requested below. Print one letter or number per block. Please use black ink pen. 1. Case Number (IF KNOWN) 2. Petitioning for ~ ~1- o~o . I 3. Abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34). Full legal on back page, I,.t)'/.i:, ,,,'bt. I,sl,,' ;/,~, ~tw t/4. "ri, Petitioner's Name (Last -- First) IE~I~ x, c, ,~ot~ ~ '~t~ I Address:~.O. ~3OX II;~/,.~q-I City: ~r~ State: ~q~ Phone No.: ~- ~q ~ Zip: qqSIl- ~qg 5. Petitioner's Representative or Contact Person* sh"t~ ','tel ~, '~ ot~, c, ,,_.lc_~ ,:-t I,.--kl'l;, I Address: l~--q ~-t--.~,s'"r ~,'~e C~,~. City: J~C_.hO r-Q.~ ~ State: Gt Phone No,: ~:::)'~ - t~:,~;:~ Zip: 6. Current Zoning 7. Petition Area Acreage 8. Grid Number I al~qtol 9. Hearing Date 10. Principal Tax Number 11. No. Parcels Iql~ c~t~ ~1 Io~ ,~t, I~lolql ~ Y YM MD D 13. Fee $ ~,-~[~), (~(~) 14. Community Council B. I herby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire a variance in conformance with Chapter 21 of the Anchorage M u nicipal Code of Ordinances. I understand that payment of the basic variance fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the variance. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff or the Zoning Board of Examiners and Appeals due to administrative reasons. Date: ./~t,,r,~=~ -~'~: ~<='t~t~- Signature:~ ~-,~ * Agents must provide written proof or authorization. ~,.~-,,w.'~' 20-~32. (Rev. 12/'90) MOA 25 PAGE 1 Co Additional documentation submitted: ~ 1. As-built or proposed site plan to scale 2. Building floor plans to scale 3. Building elevations 4. Photographs ~ 5. Topography map of site 6. Building Permit 7. Other items D. Date discovered variance needed E. Code citations involved: AMC 21. /-~C) . AMC21. /--1/~''' . / _,~0 . AMC 21. __ AMC 21. __ AMC 21. __ AMC 21. F. The existing situation is A G. Granting this variance would permit~e H. Please indicate below to the best of your knowledge if any of these even(s have ooourred in the I~st three years on the property. Rezoning Subdivision Conditional Use Zoning Variance Enforcement Action for Building/Land Use permit for Case Number Case Number Case Number Case Number Full legal description for legal advertisement (use separate sheet if necessary). ~'l;~: k~o'tq, %~ 'lq: ~u~ ~1~,, ~ec-~¢, ¢9~-, ~~;~ ~ ~~, 20--032 (Rev. 12/90) MOA 14 PAGE 2 The Zoning Board of Examiners and Appeals may only grant a variance if the Board finds all of the following six (6) conditions are met. Each condition must have a response in as much detail as it takes to meet the condition. Please use additional paper if there is not enough room here for your response. The applicant hereby alleges that: Special conditions exist which are peculiar to this land, structure, or building involved are which are not applicable to other land, buildings or structure in the same district. These special conditions are: 2. Strict interpretation of the provisions of the Zoning Ordinance would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the ordinance. These rights are: 3. The listed special conditions and circumstances do not result from the actions of the applicant and such conditions and circumstances do not m~rely.con.stitute a pecuniary (monetary) hardship or inconvenience in that: Granting the variance would be in harmony with objectives of the Zoning Ordinance and not injurious to the neighborhood or otherwise detrimental to public welfare for the following reasons: 5.propertyGranting liesthe inVariancethat: will no.~ e~t_ a use ~that~is,~-'~_,.~n°t otherwise permitted in the district in which the 6. The variance granted is the minimum variance that will make possible a reasonable use of the land, building or structure in that: 20-032 (Rev. 12J90) MOA 14 PAGE3 The required 30' dedication of R.O.W. for Alps Avenue for subdividing this property would create the following conditions; la. The existing garage would fall approximately 7' within the 25' minimum required secondary front yard setback. lb. The existing wellhouse would fall approximately 5' within the 25' minimum required sideyard setback. The owners right to subdivide the existing 5 acre parcel into three smaller parcels in accordance with current land use designation. The proposed subdivision design follows A.M.C. Title 21 requirements for subdivision design and A.M.C. Chapter 15.65 for waste water disposal. AMC 21.80.010 requires "the dedication of a half street width when the other half of the street has been dedicated". For this proposed subdivision, the required dedication for half a street width is 30'. This would then place the existing garage approximately 7' within the 25' minimum required secondary front yard setback. 3b. AMC 21.040.080's minimum size requirements for a single-family lot, combined with AMC Chapter 15.65's requirements for waste disposal areas, and MOA's Traffic Engineering departments not allowing direct vehicle access onto Hillside drive, locks the geometry of lot 3 into the configuration shown on the preliminary plat. This then places the existing wellhouse on lot 1 approximately 5' within the 25' minimum required sideyard setback from lot 3. ENGINEERING SURVEYING PLANNING PROJECT MANAGEMEh:~ I, Robert S. Baki¢, being the owner of the property described as the S 1/2, of the NW 1/4, of the SW 1/4, of the NW 1/4, Section 24, Township 12 North, Range 3 West, Seward Meridian, hereby authorize LCMF Limited to act as our agent for the subdivision of the above referenced property. 'Signature · ------. Date 139 East 51st Avenue. Suite B · Anchorage1 AlasKa 99503-7205 · Phone: (907) 562-1830 · Facsimile: 1907't562-1831 The existing garage would not interfere with sight distance along Alps Avenue, or be in any way obstructive to the users of Alps Ave. 4b. The portion of lot 3 closest to the existing wellhouse on lot 1 is not usable for building due to the nearby creek. In addition to this, the foliage currently surrounding the wellhouse hides it from view. The granting of the requested variances will not result in any additional construction or abandonment of proven working facilities (i.e. residents potable water supply). These proposed variances would not change the current use of the surrounding properties, or the way in which the lot to be subdivided is used. This variance would allow the current 5 acre parcel to be subdivided into the three parcels displayed on the preliminary plat of Bakic Subdivision dated October 31, 1991, while allowing the existing residence to keep and use the garage and wellhouse while approximately 7' within the 25' minimum required secondary front yard setback and approximately 5' within the 25' minimum required side yard setback respectively. AVENUE: ~ "' ~ f " I ----'~ ~ro eo~ ~ c~~ --POSSIBLE WETLANDS IN I'HI$ AREA ' "~. $ 8~'57'2~~ ~ ~0~ 05 t / PS AVENUE / I / t I \ r ....... ,+ ......... ~ ,,.,,, ..---,-, .......... j~, ,, ., I I t / ! I I I , ~ ~ [XI$11NG S£PnC $~[~* II I L LEGAL DECSRIPTION: S .: ~Jl'l~.~ SW~ .'.IN~., Section 2A, T12H, R3W, S.H. , ~' ~ , ~ .. ~ ~ ~ ~ , ,' ~t is the responsibility of ~he owner to determine %he existence of an eas ., ., ' y ements, covenants ,' or re- ' ' strictions whiCh, do not'anpea, r on'the' recorded sub-.' . ' , ~¢o~2 ...... .,.t~p~ p t. Under no c~rcumstances, should any ' NOTE .... data hereon be used for construction. Or for estab- EASEMENTS O~mECORO, OTHER TH~N ~OSE lishing boundary o~ fence lines. The surveyor take~ SHOWN ON TH~ ~EOO~DED P~, 'A~E NOT responsibility for the initial, transacti, on only.. S~OwN ' LEGEND . ~ ~ ~ 0 IRON PIPE AN CHORAGE REOORDING DISTRfCT m .~., ,~. ; ............ DOWLING & ASSOCIATES 804 EAST 15th Ave. Suite 2 ANCHORAGE~ AI'.ASKA 99501 / / / HILLSIDE DRIVE ? / / / / / / / / / f HILL DRIVE -:: ..- ?/~,1¢/// ,,I HILL~DE ORl'v'~ ~