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HomeMy WebLinkAboutWOODRIDGE S-5685 POI :Cl-I 6-650 '' [ [ AS ,-IOaAS,E, ALASKA 99502 (907) 264-4111 June 19, 198]. Gene Brooks SRA Box 383 Anchorage, AK Dear Sir: On June 10, 99507 1981 , the Anchorage Platting Authority acte~ oa your petition subdivision resubdivision vacation of S-5685 The petition was ~ ~ xx approved .... .~ /~,~ ~ [ ~,\* denied /f, / !~ . ~z~/ withdrawn by the petitioner , {'~ . ~'"h, ~..a~-,,, '' ' returned for modification Conditions, if any, attached by the Platting Authority are on the enclosed Summary of Action and Minntes. If you have any questions on these conditions or changes, please call our office. (264-4267) APPROVAL IS VALID ONLY FOR 18 NONTHS. Within that time, yon must accomplish the following to finalize your subdivision and/or vacation petition. 1. Negotiate a subdivision agreement with the Public Works Department if required. .2, Meet the conditions specified by the Platting Authority which are included in the attached Summary of Action/Hinutes. 3. Comply with all applicable provisions of Anchorage Land Subdivision Regulations. 4. In the case of a subdivision, submit to the Planning Department a properly executed final plat ready for filing. If you wish to appeal this decision or any of the conditions, we will be happy to furnish copies of our appeal procedures, Please note that all appeals must be made within fifteen (15) days of the Platting Board's action. arming Department cc: Harry Shore 2220 E. 88%h Ave. I ' Anchorage, AK 99507 Platting Board Authority Meeting June 10, 1981 Page 2 10. S-5689 WENDY PARK SUBDIVISION, LOTS 1-4. The plat was approved subject to: 1. Resolving utility easements. 2. Extending sewer and water to serve all lots. 3. Ensuring there are no side yard encroachments. Ayes: Jim Barnett, Nancy Fisher, Eugene Leavens, Larry Norene, Dave Wells, Duncan McLeod. Nayes: Jim Swing.. 11. S-5683 REGENCY PLAZA SUBDIVISION, LOTS 1A-9B. The plat was approved subject to: Resolving utility easements. I~nterlng into a subject agreement for a. Street name signs, street lights, traffic control devices, b. .Sewer and water extension, c. Construction of Regency Court, d. Drainage 3. Resolving drainage easements. 4. Initiating an RID for Duben Street. 5. Resolving street names. 6. Correcting drafting errors. 7. Removing the existing structure situated on Lot 1. Ayes Jim Barnett, Nancy Fisher, Eugene Leavens, Larry Norene, Dave Wells, Duncan McLeod, Jim Swing. Nayes: None - '~OCK 2, LOTS 1-15 AND BLOCK 3, LOTS 1--3. The revised plat was approved subject to: 1. Resolving utility easements. Plat'ting Board ~uthority Meeting June 10, 1981 Page 3 2. Entering into a subdivision agreement construct roads to rural standards. 3. Resolving drainage and drainage easements with Public Works Engineering. 4.. Showing temporary turnaround for Woodridge Drive. 5. Showing a 50' maintenance easement. 6. Entering'into a subdivision agreement for street name signs and traffic control devices. 7. Resolving the intersection design of Betty Street and Virgo Avenue with Traffic Engineering and Public Works. 8. Resolving soils with DHEP. 9. Providing 100' protective setback from creek to potential septic systems on Lots 3 & 4, Bk. 1 and Lots 3 & 4 of Block 2. Bringing all access roads up to their ori- ginal standard prior to construction. Ayes~ Jim Barnett, Nancy Fisher, Eugene Leavens, Larry Norene, Dave Wells', Duncan McLeod, Jim Swing, Nayes: None 13. S-5687 COUNTRY ]bANE ESTATES 14. Withdrawn at request of the petitioner. S-5682 K&W MEISTER SUBDIVISION, LOTS 1-5. The plat was approved subject to: 1. Resolving utility easements. 2. Resolving drainage with Public Works Sngineering. Ayes: Jim Barnett, Nancy Fisher, Eugene Leavens, Larry Norene, Dave Wells, Duncan McLeod, Jim Swing. Nayes: None 15. S-5676 McALPINE SUBDIVISION, LOTS 1-4. The plat was approved subject to: October 16, 1981 Mr. Dave A. Grenier ~ ~ , Besse, Epps & Ports X Anchorage, Alaska 99507 x~~ POUCII6 650 ANCHORAGE!, ALASKA 99502 (90~) 264-4'111 lie: Woodridge Subdivision Soil Data - Case ~S5685 Dear Mr. Grenier: This Department finds soil test as submitted for Woodridge Subdivision indicates soil is adequate and will support on- site septic systems. However, the Department will require a.n additional soil test lots without soil test data, also in lots that propose sep- tic systems located in an area greater than 25 feet from the approved soil test hole prior to issuing sewer permits. cc: Les Buehholz JL: Reading File Laura Ward Sincerely, .... ~..., J/ohn L y d~.~l · ~nvir o~me~a 1 Specialist MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL HEALTH CASE REVIEW WORK SHEET ~] PLATTING BOARD ~} PLANNING & ZONING ;ASE NUMBER NAME S-5685 Woodr idge Subdivision )ATE RECEIVED April 29, 1981 COMMENT TO PLANNING BY May 14, 1981 FOR MEETING OF CASE OF [] PUBLIC WATER NOT AVAILABLE TO PETITION AREA [~ PUBLIC SEWER NOT AVAILABLE TO PETITION AREA REVIEWER'S COMMENTS: / 71-014 (Rev. 2/78) 6FIUIROrlm6FITAL COIqTROL $6RUIC $, IFIC. Soils Report f~r Wood Ridg ubdivision PAGE 1 This subdivision i~s'~4::~at~d between Golden V~ew and Old Soward Highway with road access from 164th Ave and Virgo ~venue. This subdivision contains approximately 30 acres of land and is broken up into 23 lots. Land Form This land is characterized by a series of benches running north and south and dropping to the west. The highest point of the subdivision is approximately 584 feet and the lowest point is approximately at the 364 foot elevation. The shape of the subdivision is an inverted L with eqi-distance legs. The upper leg of the L faces toward the west. A stream bisects the subdivision between lots 3 and 4 of block 2 and lot 4 of block 1. This small brook comes up out of the highland to the east of the subdivision. The eastern portion of the stream has no deeply indented stream bed. However, in the lower part of the subdivision to the west the stream is in a glen. As this appears to be a year round stream and is plotted on the maps, a 100 foot set back will be needed alon9 both sides of the stream for any onsite sewer systems. There is a draw that starts in the area of Loma Estates to the south of this subdivision° It then crosses the western most portion of lot 1 and 2 and then crosses in the vicinity of Virgo Avenue and then down into the creek. Evidence of this draw shows in lots 4 and 5 of block 2 where it terminates. This is apparently an abandoned stream bed. Vegetation This subdivision is vegetated by relatively large spruce running in diameter from 12 to 18 inches at breast height. There is a considerable number of large birch interspersed with the spruce in the eastern most section of the subdivision. In the lower western arm of the subdivision the land is more open with aspen, spruce, occasional white birch with large grassy plots in between. The under story consists of young spruce, occasional alder, high bush cranberry and in the wetter areas, devils club and grasses. Soils In general the surface soils appears to be home steaders loam to approximately 1 - 1.5 feet. A well drained silty, sandy gravel to sandy gravel underlines the loam. This open type soil generally allows excellent drainage of surface waters. In general this subdivision is well suited for onsite waste water treatment and disposal systems. It would appear possible to 1220 ~Jesl 251h /~ucn~e ·/~nchoraqc, //lask~ 99503 ~ [907) 276-1361 get a system on any lot in the subdivision but these systems must be judiciously located on each lot because of the slope and drainage patterns of the subdivision. Very limited areas are available to put an onsite sytems on lots 3 and 4 of block 1 and lot 3 of block 2 because of the 100 foot set back from the creek. Individual Soil Logs Following are the eight individual soils logs for this subdivision. From the soils logs it would appear to be very difficult to make any correlation between soils on the different lots except in a very few instances. In most cases the soJ. ls along any one contour appears to be different from lot to lot. The only generalization that can be made with these soils are that they are generally poorly graded sands and gravels with occational silty, sandy gravel. All appear to be relatively well drained. Conclusion: The soils in this proposed subdivision are adequate for onsite sewer systems. MUNICIPAI.ITY OF ANCl4ORAGE DEPARTMENT OF HEALTN AND ENVIRONMENTAL PROTECTION PERCOLATION ]'ESl' 82E L. Stroot, Anchorage, Al~sl(a 99501 264-4720 SOILS LOG -- PERCOLATION TEST '--'~ti ' / DATE PERFORMED: 5~-l/-- 8 [ F ..... SLOP~¢ ...... SITE PLAN 4 7 8 9 10 13 ~4 20- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN F'r AND COMMENTS ?.'-¢"--O(~,.:('-,,,*Z~t'~.Ch'~ (_~_.,,~,.q) '" " __ cERTIFIED BY: L. ff6'o/ DATE: 72-008 (6/79) SOILS LOG PEREORMEO PO.: ~'~ ¢_~/'~- LEGAL OESCRIPTION: LO~ (F 1 2 3 4 5 6 7 8 9 10 11 13- MUNICIPALI'rY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 26,1.4720 SOILS LOG - PERCOLATION TEST ..... /_, / /' ? PERCOLATION TEST SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? / ,Is '- 14- 15- 16 17~ 1.~ 20 COMMENTS ILl' 1:00 ~,7o~~ /./:3 PERCOLATION RATE ~ (minutes/inch) TES'I' RUN BETWEEN ~ I:T AND ..~?--- FT CERTIFIED BY: ~- F¢61~ DATE: 72-008 (6/79) SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L Stroot, Anchorago, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST '~ 1 G/VL J ,,.,-? s, l¢7 2 [)ATE PERFORMED: PERCOLATION TEST SLOI'E SITE PLAN 7 8 9 10- 11 13- WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? 14- 15- 16~ 17- 18- lg- 20- Reading Date Gross Not "7 PERCOLATION RATE TEST RUN t~ETWEEN Depth to Net Water Drop DATE: /2-008 (6/79) SOILS LOG PERFORMED FOR: LEGAL 2 3 4 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION / PERCOLATION TEST 825 L Stroot, Anchorage, Alaska 99501 264-4720 : SOILS LOG - PERCOLATION TEST 10- 11 12 13 14 15 16 17 1E 1.c 20 COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WI'fAT DEPTR? ) I 9 E Date Gross Net Depth to Net Time Time Water (:'~-/ Drop I0 ~0 tO 0,(~0 0,5'0 O.lO 0.08 PERCOLATION F1ATE {minutes/inch} 'rEST RDN BETWEEN ~. · 5- VT AN[) "~ ' ~''' FT /0 _CERTIFIED B Y: ~/: . DATE: SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ~ PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 / ,<-' - SOILS LOG -- PERCOLATION TEST / ,,,;( PERFORMED FOR: C~ ~/-J¢. 6"¢~oo~-~ LEGAL DESCRIPTION: 1 3 4 6 · 7 8 9 10 DATE PERFORMED: 11 12 13 14 15 16 17 18 19 Gross Net Depth to Net Reading Date Time Time Water Drop 2O PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT .CERTIFIED BY: L, /~ z C/ 72-008 (6/79) PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION IJ PERCOLATION TEST 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST I,'~ - S L O~--E~ -- SITE PLAN 1 3- GP ~' A,~L 6- 10- 11 13 - 14- ~7 ~8 20.2 IF YES, AT WHAT PERCOLATION RATE No. {minutes/inch] TEST RUN BETWEEN COMMENTS ,~'-/ ~,,~ '-- PERFORMED BY:D o,~ ~,~ ~¢~ __CERTIFIED BY: FT ANO FT I o <;, FC'*',~J_,,. 72-008 (6/79) SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Streot, Anchorago, Alaska 99501 264-4720 SOILS LOG - PERCOI-ATION TEST PERCOLATION TEST 2 ~ 3 Ge/DP ~ArE PEREORMED: 5-- Z ~, - 8 I, S'/'C:~ SITE PLAN 10 11 12 13 14 15 16 17 1[ 1~, 20 COMMENTS_ WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date I " PERCOLATION RATE Net Depth to Time Warm Jcl' O- ~t 7 LO d~,ql (minutes/inch) TEST RUN BETWEEN. B, ~ F'r AND ~' '~'¢ O, 16'~ FT DATE; 72-008 (6/79) SOILS LOG MUNICIPALITY OF ANCHORAGE PERCO LAI'ION DEPARTMENT OF HEAL'FH AND ENVIRONMENTAL PROTECTION , TEST 825 L, Street, Anchorage, Alaska 99501 264-4720 [t/~ ! . 7~ i~ / SOILS LOG -- PERCOLATION TEST PERFORMED [:OR: OATE PER~ORMEO: 5-"'1 3 ' ~ I .EGAL DESCRIPTION: ,L.'¢¢ %) 1 2 3 4 5 G 6 7 9 "/SLOPE SITE PLAN 10 11 12 13 ~P WAS GROUND WATER ENCOUNTERED? IF YES, ATWHAT OEPTH? 14 15 16 17 18 19 2O COMMENTS Reading Date Gross Net Oepth to Net Time Time Water Drop PERCOLATION RATE 'rEST RUN BETWEEN FT AND (minutes/inch) FT PERFORMED CERTIFIED BY: Z ' IF(~'(:'/C,/ [)ATE: ,~/7¢'~ / 72-008 (6/79) ALASKA [1UIROIqmenTAL CONTROL SeRUICeS, IrlC. ~nclJneerin§ ~ ~nuiPonm¢~lal $ludi¢~ Soils Report for Wood Ridge Subdivision PAGE 1 This subdivision is located between Golden View and Old Seward Highway with road access from 164th Aw~ and Virgo Avenue. This subdivision contains approximately 30 acres of land and is broken up into 23 lots. Land Form This land is characterized by a series of benches running north and south and dropping to the west. The highest point of the subdivision is approximately 584 feet and the lowest point is approximately at the 364 foot elevation. The shape of the subdivision is an inverted L with eqi-distance legs. The upper leg of the L faces toward the west. A stream bisects the subdivision between lots 3 and 4 of block 2 and lot 4 of block 1. This small brook comes up out of the highland to the east of the subdivision. The eastern portion of the stream has no deeply indented stream bed. However, in the lower part of the subdivision to the west the stream is in a glen. As this appears to be a year round stream and is plotted on the maps, a 100 foot set back will be needed along both sides of the stream for any onsite sewer systems. There is a draw that starts in the area of Loma Estates to the south of this subdivision. It then crosses the western most portion of lot 1 and 2 and then crosses in the vicinity of Virgo Avenue and then down into the creek. Evidence of this draw shows in lots 4 and 5 of block 2 where it terminates. This is apparently an abandoned stream bed. Vegetation This subdivision is vegetated by relatively large spruce running in diameter frem 12 to 18 inches at breast height. There is a considerable number of large birch interspersed with the spruce in the eastern most section of the subdivision. In the lower western arm of the subdivision the land is more open with aspen, spruce, occasional white birch with large grassy plots in between. The under story consists of young spruce, occasional alder, high bush cranberry and in the wetter areas, devils club and grasses. Soils In genera], the surface soils appears to be home steaders loam to approximately 1 - 1.5 feet. A well drained silty, sandy gravel to sandy gravel underlines the loam. This open type soil generally allows excellent drainage of surface waters. In general[ this subdivision is well suited for onsite waste water treatment and disposal systems. It would appear possible to 1220 Wes1251h/~uenu¢ · ~nc~(~r~§¢, ~laska 99503 · (907/ 276-1361 get a system on any lot in the subdivision but these systems must be judiciously located on each lot because of the slope and drainage patterns of the subdivision. Very limited areas are available to put an onsite sytems on lots 3 and 4 of block 1 and lot 3 of block 2 because of the 100 foot set back from the creek. Individual Soil Logs Following are the eight individual soils logs for this subdivision. From the soils logs it would appear to be very difficult to make any correlation between soils on the different lots except in a very few instances. In most cases the soils along any one contour appears to be different from lot to lot. The only generalization that can be made with these soils are that they are generally poorly graded sands and gravels with occational silty, sandy gravel. All appear to be relatively well drained. Conclusion: The soils in this proposed subdivision are adequate for onsite sewer systems. MLJNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFOF1MED FOR: (~ ~.~,,./~ ¢. ~3 v'-'~ '~:* ~-~ ,.~ LEGAL DESCRIPTION: L~-~ B t o ¢~k 3 ~ 00¢~ ~ ~ ,~ ) ) SLOPe 4 9 ~0 12 13 14- 15 16 17 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? DATE PERFORMED: =/o SITE PLAN Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND PERFORMED BY:~.~¢,¢'~ '~/i~'~"~"~,~-c.~,~,~,.~ __CERTIFIED BY: ~' z~'e ! C/ 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTIVIENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 g Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION 1'EST SOILS LOG PERCOLATION TEST PERFORMED FOR: · EGA, DESCR,PT,O~: L.o~ DATE PERFORMED: ? SLOPE SITE PLAN 10 12 13 14- 15- 16- 17 20- COMMENTS WAS GROUND WATER S ENCOUNTERED? /%/0 L 0 P iF YES, AT WHAT E DEPTH? Gross Net Depth to Net Reading Date Time Time Watel ~'~1-¢ Drop / 6"-I 3,,~1 11:3° '~" /"~" "z.. //~5' ~ /. ~3~~ ~ i%: 15' b~ 1,703" n.~ 'l t:00 lY 1.1~ PERCOLATION RATE ~'~ (minutes/inch} TEST RUN BETWEEN ~*~ FT AND ?,,,,//,,,,, s CERTIFIED BY: ~' ~e~ DATE: 72-008 (6/79} MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST ' SOILS LOG PERCOLATION TEST 10 12 13 DATE PERFORMED: '~- /// ~"~ I SLOPE 14 15 16¸ 17 18 19 20 SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop ?, " l&: 05' 15~ /3.v¢ o, 4 ,, t ~; 2_0 /6- '~,~ o, t~ ,~ " I~ :~'0 I~' ~ ~ 0.0~ '7 " i: o6'" 15~ %. ~o8' ~. 0~-5 PERCOLATION RATE 'Z,-~ (minutes/inch) TEST RUN BETWEEN ~/~ FT AND FT CERTIFIED BY: L_. ~1~[ DATE: 72-008 (6/79) MUNICIPALITY OF ANCFIORAGE DEPARTMENT OF HEALTH AND ENVIRONMEN'FAL PROTECTION 825 L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: 1 G/tA., s,/'t7, 2 3 4 5 6 --~ °SLOPE SITE PLAN / / / / / / 10 11 12-- 13 14 15 16 17 20 COMMENTS ) ENCOUNTERED? /~O 0L ./ DEPTH? , Gross Net Depth to Net Reading Date Time Time Water ~'.q~ ~ Drop 3 " 1:5'~ ~o o.~-o~ o ~ o PERCOLATION RATE_ TEST RUN BETWEEN (minutes/inch) FT AND '~ ' }''' FT CERTIFIED BY: ~/. /(~e '~/ DATE: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, A~chorage, Alaska 99501 264-4720 SOILS LOG .- PERCOLATION TEST SOILS LOG PERCOLATION TEST PEREORMED EOR: ~ ¢~e. DATE PERFORMED:~':"'~'//--~ t ~.EGAL D.SCRIPTION: '~ ~ S LO~-~ SITE PLAN 5~/G P 10 11 13 14 15- 16- 17- 18- 19- 20- G' WAS GROUND WATER ENCOUNTERED? /IFYES, ATWHATDEPTH? Gross Net Depth to Net Reading Date Time 'rime Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND FT PERFORMED BY: ~ __ CERTIFIED BY: L. DATE: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTFCTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR:. 1 2 3 SLOPE 4 5 GP 8 9 10 11 12 13 co k-, {.o N..~ C,~ P/~ ~ CO WAS (;ROUND WATER g{Ot~-.$ ENCOUNTERED' C~ DEPTH? DATE PERFORMED: '~ /'Z- -~ ( SITE PLAN 14 15 16 17 18 19 2O Gross Net Depth to Net Reading Date Time Time Water Drop COMMENTS PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND ---- FT ~5-- 'g..~ '= I oo ~-f~ /(~(.,.,,..-, I00 F'~ ~'/b~?. CERTIFIED BY:.__ DATE: 72-008 (6/79] MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 2_64-4720 SOILS LOG-- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: "~"~'~ l "~ -- 8 I LEGAL DESCRIPTION: S L~rpE SITE PLAN 10 11 12 13 14 15- 16- 17 2O COMMENTS WAS GROUND WATER S ENCOUNTERED? ~/~ ~L E IF YES, AT WHAT DEPTN? Reading Date Gross Net Depth to Net Time Time Water D~op ;. ~,-,./~,.e~ 3: I 0 .4D-. O. ~ 7 ~-- ~ · ~ ;~O I O °'7-~.~/ 0,'?~ O, ?~ PERCOLATION RATE ~/~ (minutes/inch) TEST RUN BETWEEN '~ ;"~ FT AND F./. ~,~'-¢ FT __ CERTIFIED BY: ~._ .DATE: 72-008 (6/79) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 82B L, Street, Anchorage, Alaska 99501 264-4720 SOILS LOG -- PERCOLATION TEST SOILS LOG [] PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION:/'.0'~' f/''') ~ ~¢t.'~,~ ~'~. 1 2 3 4 ~ G P//(~N\ 6 7 8 9 SITE PLAN 10 11 12 13- 14- 15- 16- 17- 18- 19- 20. COMMENTS WAS GROUND WATER ENCOUNTERED? IVO L~. O P E IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND ---- FT ,~ IV'~I'7 DATE: 72-008 (6/79)