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HomeMy WebLinkAboutVERN HAIK Lots 1-15 S-7692 Community Planning Department May 3.5, 1984 Page Two S-7625: S-7626: Saugstad Subdivision Soils test were not submitted with plat for review. This department needs to have the soils test for review prior to approval. Coronada Subdivision - Conditional Removal No objections. Lots 1 - 15 Mc Cabe Subdivision(Eagle River Area) This department has reviewed the soils lots for Lots 1 4, as submitted, and finds these lots will support. on-site sewer systems. However, the department requests additional soils tests for Lots 9, 10, 12, 13. Note the tests for Lots 12, 13 must be in an area outside of the 200 foot well protected radii and a letter of app~ovalof the community well from the Department of Environmental Conservation, State of Alaska prior to final approval. Also, on-site sewer systems must be in an area less than 25 % slope. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: S---7692 DATE RECEIVED: May 29, 1984 CTuM~N~S ~BY:-i 9 8 4 SUBDIVISION OR PROJECT TITLE: Lots i - 15 Mc~C~5~Subdivision PUBLIC WATER AVAILABLE /~OM MUNITY WATER AVAILABLE { · Eagle River Area COMMENTS: DEPT. OF ENVIRONMENTAL CONSER%'AT~ON / ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 203 ANCHORAGE, ALASKA 99501 BILL SHEFFIELD, GOVERNOR 274-2533 Tryck Nyman & Hayes~~J~' ~ 911 West Eighth Avenue ~ Anchorage, Alaska 99501 SUBJECT'~Vern Haik S/D -Water Improvements ~ (8521-FA-06~)~ Dear Si r.~:--_~~ October 12, 1984 . · :'[.,. We have reviewed the plans and specifications for the subject project. Enclosed with this letter is a "Certificate To Construct" for the drinking water system. The "Approval to Operate" section of the certificate must be completed by a representative of this Department prior to placing the system in operation. It should be remembered that final approval will necessitate the submission of Engineer As Built Plans. This will consequently mandate that a private professional engineer conduct basic inspection of this project so as to be able to sign off on as built plans. Arrangement for this inspection work is the responsibility of the developer. Environmental Engineer BEE/ Enclosure I I STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION AND OPERATION CERTIFICATE · - for · --:.. : PUBLIC WATER SYSTEMS APPROVAL TO CONSTRUCT Plans for the construction o'r modification of ~ approved. ' : K~ (? L tq~C ~' public water system located Alaska, submitted in accordance with 18 AAC 80.100 /~ ~t~ ~__-'~ have been reviewed and are conditionall~ approved_(see attached conditions). · If construction has not started within two years of the ap'proval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. B. APPROVED CHANGE ORDERS Change (contract order no. or descriptive reference) Approved by Date APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be completed and signed by the Department before any water is made available to the public. The construction of the public · (date). The system is hereby water system was completed on granted interim approval to operate for 90 days following the completion date. BY TITLE DATE As-Duilt plans submitted during the interim approval period, or an inspection by the Department, has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate. BY TITLE DATE DISTRIBUTION: 1. WHITE - ENGINEER (Complete Section C) "· 2. YELLOW - WATER SYSTEM FiLE (Comple[e Section C) 3 P NK - ENGINEER/MUNI-BOROUGH (Complete Section C) :" 4, GOLDENROD o MUNI-BOROUGH (Complete Sect on A .';~ :,ALASKA u UIRO meRTAL CORTROL $BI dlC $, IRC. D~2::1:'84, ~aska ~viro~n~l'~ntrol S~i~s, Inc., ~r~~ 6 ~st holes .in ~e pro~s~ Mc~u~ivision, to dete~ine ~ether or not soils su~ble for on-site septi~sys~ were present. In 5 of ~e ~les, ~autiful cle~ s~ds ~d grails were fo~, ~t in one hole, ~frost ~s fo~d, ~ a depth of 8 fe~~ ~ ~/~'~ .~/~ ~a~e ~e ~frost hole ~rr~ where ~ere ~s a distinct chenge in to~raphy ~d v~e~tion, it was ~ought that ~ssibly ~e ~frost ~ght ~ present ~oughout ~is ~. ~ find out, ~re ~st holes were done on Au~st 16, :1984, with ~e int~tion of delineating ~e ~frost zone. Two test holes were performed, using a small backhoe. In both tests, no frozen ground was encountered at all, and the soil was beautiful clean gravel and coarse sand like elsewhere in the subdivision. These tests were spaced in a manner so as to give a representative idea of what the soil was like in the presumad permafrost zone (see map enclosed. ) Since no frozen ground was found at all, it appears that the test hole with permafrost was an unusual isolated pocket, and is not representative of any permafrost zone. The test hole that had permafrost in it differed fraql the others in that there was a layer of silty sand, with really fine sand, from 5 to 8 feet, which was frozen and hard like cement. This strata was not found in any other test hole. Apparently it is just a silty sand pocket that does not drain well and for some reason has not thawed out. This strata does not appear to be laterally continuous and thus does not appear to be a a serious problem. Sincerely, arcy~Bevens Engineering Geologist DB/caj Approved By: L~tOl,~"~./Reid, ~., Presid~t Phd, P;E. 1200 West 33rd Aacnu¢. $ui1¢ 8,, Anchoraq¢. Alaska 99503 o[907) 561-50z10 MUNICIPALITY OF ANCHORAGE DEPARTNIENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 r)'~ ~"~... SOILS LOG - PERCOLATION TEST /~.- PERFORMED FOR: LEGAL DESCRIPTION: 8 DATE PERFORMED: SLOPE 10- 11 13- 14- 15- 16 17 18 19 2O COMMENTS SO (I 'l'l~J 3 'J/~ ~ WAS GROUND WATER ENCOUNTERED? (%~J 0 IF YES, AT WHAT DEPTH? ~ SO],LS lOG [] PERCOLATION TEST SITE PLAN Gross Net Depth to Net/ Reading Date Time Time Water~ . b't~u AL. ' PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: ~cr,~ J~ld~ .~'T ~f O7~ I (minutes/inch) 72-008 (6/79) CERTIFIED BY: , FT AND FT MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9- 10 11 12 13 14 15- 16- I7- 20- COMMENTS PERFORMED BY: 72-008 (6/79) 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST !~/' SOI'LS LOG, [] PERCOLATION TEST SLOPE WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SITE PLAN O Gross Net Depth to Reading Date Time Time Water PERCOLATION RATE TEST RUN BETWEEN ~' , FT AND (minutes/inch) - FT D ~ 'tVA~~ :'dB ' h_ 3( ~ ,;0 31~ 143~ .31, zoo; SF 126' [~8 ~,750 S~ V_~ Haik AOOOUNT# 703. 705 708 710 711 AMERAGE: COUNT: 12 Subdivision Lot Si o LEGAL UERN HAIK L 01 MERN HAIK L 02 MERN HAIL L 03 UERN HAIK L 04 UERN HAIK L 05 UERN HAIK L 06 MERN HAIK L' 07 UERN HAIK L 08 UERN HAIK L 09 UERN HAIK'L 10 VERN HAIK L 11 UERN HAIK L 12 AREA 38 ~745 31 800 27 590 27 125 31 800 28 855 27 590 35 000 24 620 38 310 32 825 22 750 29,784 PAGE 1 8358.0 MEMORANDUM TO: FROM: DATE: SUBJECT: JoAnnContreras Platting and Zoning Bob Droll June 25, 1984 McCabe Subdivision This memo is to familiarize staff and the platting board with the developers intent and the current site conditions regarding McCabe Subdivision. HISTORY During the March 2, 1983 Platting Board hearing, Case S-6768 Eklutna East, which Subdivided four (4) lots into?ight (8) lots was approved. This preliminary plat is still pending. Since the approval of this plat, the Chugiak areawide zoning study has occurred. The result o~ this study is that thi~i~rticular site has been noted by-physical planning to be designated as one (1) dwelling unit to two (2) dwelling~ units an acre. The justification for this reclassification stems from the fact that the lot sizes of one (1) to two (2) dwelling unitsanacre is compatible to the surrounding land use pattern and the fact that these lots within McCabe Subdivision will be served by a co,~unitywater system (Dawn Water Company). The plat before the board, had been suk~itted for the June meeting, however this 15 lot plat was pulled in an effort to address staff's concerns regarding topography and vegetation. The 12 lot plat suk~itted for the July meeting satisfies staff's concerns and the petitioners goals. pETITIONERS 1-~i,~NT The petitioner for this plat is also the owner and manager of Dawn Water Company of which the proposed lots w~ll be serviced by. Increasing his service base will yield benefits such as delaying cost increases, providing a reliable water source to each proposed lot, minimize the potential for potable groundwater contamination and provide the opportunity to live in the growing co~unity of Peter's Creek. This part of the site is gently sloping to the southwest and the south half of the site is undUlating knolls. A bench (wooded slope) transects the site in a northeasterly direction'. SOILS One foot of peat over sandy gravel. unsorted sandy gravel. -- Rnolls consist o~ unconsolidated, SITE VEGwI'ATION In the northern part of the site is an open coniferous forest with White Spruce and Alaska Pape= Birch dominating and the remainder of the site is closed deciduous forest with a dense stand of Alaska paper birch dominating. ACCESS Access is gained to the site from the weSt and the New Glenn Highway by Chugiak Drive, from the south it is gained from Monron Drive which is only constructed to the southeast corner of the property. ALASKA June 27, 1984 Bob Drall Tryck, Nyman & Hayes . 740 I Street Anchorage, ~l~ka ' 99503 Dear Mr. Droll: on June: 20 & 22, 1984, ~]~.~ka Environmental Control Services, Inc. performed six soil te~[~ in the proposed McCabe subdi~on located along Ch~giak DIive in North Peter's Creek, The tests done were scattered over five of the twelve- propcsed lots ,~q a smal~ backhoe that could dig to roughly 12 feet_ The purpcse Was to determine whether' ar not soil which ~s permeable enough to support on-sLte septic systems was present in ~!f-~nt quantity to warrant subdividing. In ail the t~st b~ dug, excellent soil was found--clean grave]s and coarse sands~ which ail were visua]Iy ratsd between 85 and 150 square feet b~reem. One could reason~hl~v ex~l,~e~ batween test holes and uredict that th~ good grave]s: run~ throughout the sukdi~ ~ n, so that there i~ ~ob~hly Water was encountered on one lot (Lot 4) at a depth of 12 fe~_ The water /~vel was: 10 feet a- week later, On Lot 6, pentecost was ~ncountered~ The excavator bed a ~ult ~e d~ging, remanking that it was hard ~ cement_. Ice cm3sta]s were present in the ~vel s-~'ata, which was und~rlMn by a frozen fine-s~lty sand. Therefore, a second t~st h~le was done elsewhere on this where vegetation and topography changed, and here beautiful clean non-frozen 9ravel was found from 2 to 12 feet_ r~ ~s p~h]~ that the permaan~st runs in a ~ ~'~, which I have drawn on the map--here there i~ an unusual aksence of par~leling a toEc~raphic drop. ]~ wonld be ~ for peoDle b~ng on ~ which ~ ~ !~ps runs through to plan ab~a~ and put their houses and septic systems in~ ar~.~ where no permafrost i~. Th~s appe~ to be no problem, as excellent snfl~: seem to permeate the subdi~4on. lreCOmmend that additional tests be done to ~l~neete the permafrost zone, Tke softs kx3s and a map showing test b~l~ ]Dcations are enclosed. If you have [~ SOILS LOG MUNICIPALITY OF ANCHORAGE [] PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 829 L. Street, Anchorage, Alaska 99501 264-4720 SLOPE SITE PLAN 5 6 7 8 9 10 14 15 16 17 18 19 PERCOLATION RATE .......... -' ~nutes/inch)/~/~ j 20 72-008 (6/79) 12 13 WAS GROUND WATER L S Gross Net Depth to Net Reading Date Time Time Water Drop PERFORMED FOR: LEGAL DESCRIPTION: tvlUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 Lo Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST '"'SOJ LS LOG_. [] PERCOLATION TEST 4 5 6 7 9 SITE PLAN 10 12 -- 13 14 15 16 19 2O 72-008 (6/79) ENCOUNTERED? ~F YEs, AT WRAT DEPTH? Gross Net Depth to Net Reading Oate Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN r~ v,'s~- I\ CERTIFIED BY: I MUNICIPALITY OF ANCHORAGE 1~ SOLES LOG . PERFORMED LEGAL DESCRIPTION: 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17- 18- 19- 20- DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 8215 L, Street. Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SLOPE SITE PLAN COMMENTS PERFORMED BY: 72-008 (6/79) WAS GROU N D'V~A [] PERCOLATION TEST 20' O P E ~ G~ess~/ Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~: ±~(m~d~tes/inch) / MUNICIPALITY OF ANCHORAGE DI:PARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 82S Lo Street, Anchorage, Alaska 99E01 264-4720 SOILS LOG -- PERCOLATION TEST /~ SOILS LOG [] PER~OLATKkN TEST LEGAL DESCRIPTION: ~ C CO?be- 5t~, L' O"~ ( 5- DATEPEREOR~EO: ~u~c 2o IqS~ SLOPE SITE PLAN 13 14 15- 16 17 18 19. 20 ROUND WATE ~,~ ENCOUNTERED?~ '~O ~\ ~L IF YES, AT WHAT/ E DEPTH? Reading O Time Time Water Drop PERCOLATION RATE (minutes/inch) 72-008 {6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOIL. S LOG - PERCOLATION TEST SLOPE 10 ,~ SOIL~ LOG [] PERCOLATION TEST SITE P'L'~N- ~ 11 12 13 14 15 17- 18- 19- 20- COMMENTS PERFORMED B Y~f ~ / 72-008 (6/79) WAS.RO""O Gross ~ Net Depth to Net Reading '~ Date Time~~ Time Water Drop TEST RUN BETWEEN FT AND ~ FT 5~y'~~ CERTIFIE~SY: ~ ~ ] ,DATE: SOl Ls*LoG MUNICIPALITY OF ANCHORAGE [] PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOII~S LOG - PERCOLATION TEST ....... PERFORMED FOR: SLOPE 6- 7- 8 9- 10- 11 13- 15- 19- 20- SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT, DEPTH? ,? _Gross~ Net Depth to Net Reading Da Time Time Water Drop .I PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT PERFORMED aY: ~' ~ ~ ~1 ~ ~oz~ CERTIFIED BY: ~ ~ " ' '~~ 72-008 (6/79) o..,As l ~ - ---l% S .~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: S-7628 DATE RECEIVED: May 3, 1984 SUBDIVISION OR PROJECT TITLE: Lots 1 - 15 Mc Cabe (/~'~/) PUBLIC WATER AVAILABLE ~'~ COMMUNTYWATEBAVA"AB'E Subdivision(Eagle River Area) I,/V ~dUB,,C BEWER AMA'L^BI~ COMMENTS: S?fo2 8 J_U._,N. 06 1984 PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 '9 ".,~UNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 :~64-4720 SOILS LOG - PERCOLATION TEST SLOPE PERCOLATION TEST .,' SITE PLAN 10 11 12 13 14- 15 16 17 18 19- 20- COMMENTS WAS GROUND WATER S ENCOUNTERED? ~--~//~- O! ,,C.--" F YES ATWHAT ///-'/ / DEPTH? / '/ L Gross' Net Depth to Net Reading [3ate ~ ..TYme Time Water Drop PERCOLATION RATE /'~/J (minutes/inch) TEST RUN BETWEEN FT AND FT ? , / SOILS LOG MUNICIPALITY OF ANCHORAGE r-I PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 ',..~ SOILS LOG -- PERCOLATION TEST PERFORMED FOR; LEGAL DESCRIPTION: 1 2 3 4- 10- 11 13 14 15 16 17 '18 19 20 COMMENTS SITE 'PLAN SLOPE WAS GROUNg'~ATER ENCOUNTERED? S L O P F YES, AT ~A~HAT DEPTH?.,' 72-OO8 (6/Z9) PERCOLATION RATE · (minutes/inch) TEST RUN BETWEEN AND FT /,:/I A Da~ Gross Net O~pth to Net eadlng ~ · Time . Time Water Drop ,/ PERFORMED FOR: LEGAL DESCRIPTION: 1 ,¢IUNICIPALITY OF ANCHORAGE ~ DEPARTMENT OF HEALTH AND ENVIRONIVIENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SLOPE ~... SOILS LOG PERCOLATION TEST DATE PERFORMED: SiTE ~t:AN 10 11 13 14 15 16 17 18 19- 20- COMMENTS 72-008 (6/79) L ENCOUNTERED? , O IF YES. AT WHAT DEPTH? '~, Gross ~/ Net Depth to Net Reading Datb,.~. Tim~ Time Water Drop PERCOLATION RATE ~ /~] (minutes/inchl TEST RUN BETWEEN , FT/Ai/~'D FT //// - PERFORMED FORi ,~IUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST LEGAL DESCRII~TION: / g~"7"- / '/~"'~', ~ 1 / 2 / 3 5 - / 7-..5' '¢'//~,-&.. ,/ / 7 8 10- 11 13 i4 t5 SLOPE i6 17 18 19 20- COMMENTS SOILS LOG PERCOLATION TEST I I WAS GROUND WATER ENCOUNTERED? DEPTH? 72-008 (6/79) i , PERCOLATION RATE /~'//]l {minutes/inch) TEST RUN BETWEEN ~ FT AND FT ,/,, ,, SU~ T N VICINITY MAP SCALE: /"-aa~" PLAT OF LOtS Z T/~nU ~,, DT1002152 V£RIV 14AIM SUBDIVISION