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HomeMy WebLinkAboutNORTH WOODS UNIT 3 S-5673 4 nicipality of Anch , '-age MEMORANDUM DATE: TO: FROM: SUBJECT: February 11, 1983 Planning Department Health and Environmental Protection S-5675: North Woods Subdivision III The Department of Health and Environmental Protection will "sign-off" on the final plat of the above subdivision, however, the following comments are considered to be prudent and,important and should be noted, particularly by the developer and his engineer. Comments: The additional soils test data confirms that the northern 1/3 of the proposed subdivision(all of Block 1 and Lots 8 - 15 Block 2) are underlain with a shallow ground water system. Under these conditions, the on-site disposal will, in all probability, be of the absorption bed type. The remainder of the proposed subdivision, although not burdened with the shallow ground water problem, is underlain with tight soils(±265 square foot per bedroom). Although the proposed lot size and configuration will just meet the design criteria for on-site wastewater disposal, it must be noted and understood that either one of the two below construction limitations must be addressed: 1. The drainfield will utilize over 2/3 of the lot. Either the residence, front yard, driveway parking area, etc., will have to be confined to 'the front 65 - 70 feet of the lot or, 2. The drainfield and/or the replacement fields will have to also utilize the front yard portion of the lot. Under these conditions, it would be prudent to increase the lot sizes to approximately 150x220. or ±33,000 square feet. obie Robison ~ Environmental Engineer RR/ljw cc: R. Jokela Contracting Engineers & Associates 212 East International Airport Road Anchoraget Alaska 99502 91-010 (5/78) unicipality of Anchorage MEMORANDUM uno 221 1982 (2:10 p.m.) TO: Planning Department FROM: SUBJECT: Health and Environmental Protection S-5~5: North Woods Subdivision III The review of soils test data,~tted,~nd redesign of the subdivision meets with t~is depar~t's guidelines and can be subsequently approved. John W. Lynn Environmental Specialist 91-010 (5/78) i/,/ /t ./, /OYL E-,~ SU~D. CONTRACTIN~ £111~IN££R$ Il 6 UNSUBD~IDED 4 4 212 E. INTE~.'N~TIONAL AIRPORT ROAD -/ ANCH'©~,AGE, ALASKA~99502 jj~-~;~ ..... P~ON E~~~ ~ ~/ ~ ~1~ -~' April 27, lC)82 Department of Health & ~ }'" ~ 4th Floor West ~ ~ J [ ~ 1 ~ Anchorage, Alaska 99501 ~ 6 l~~ Attn: John Lynn ~ ~ Dear Mr. Lynn: Re: Northwoods Subdivision Unit III Soils Tests Enclosed are additional test holes requested in Unit III of Northwoods Subdivision. Most of the soils are rated SM classification. We therefore have increased the lot sizes, to conform with your platting'guidelines, so that they contain a minimum of 30,000 S.F. gross area including adjacent road right-of-way. An exception to this would be lots 10,11,12,13,14 and 15 of Block 2. which had SW soils. The developer has decided to leave lots 10 thru 20 of Block 2 unde- veloped at this time and will tract them as shown on the map. We request approval to proceed with the final plat as shown on the attached map. Sincerely, R B J /m t TF_.%T p iT' ki3ckTlo l~! S Ru.sell Oyster 694-2774 Performed for: Legal Description: uox 90, Davis St., Eagle River, Alaska 99577 894-2774 or 888-2280 SOIL LOG 688-2280 Tel. No. ~- Mailing Address:. ~.'~z~ ~'~ "-F;',~/.~ o..-~- ~ /'" Depth (feet) 2 3 4 5__ 6__ 7 9_ 10 Soil Characteristics 11 12 13 Ground Water Encountece~:' Yes.. No Proposed Installation: Seepage Pit PLOT PLAN PERC. TEST If yes, what depth. Drain Field. Comments:. Russell Oyster 694-2774 O & E ENG._~JEERING & DEVELO, MENT CO. Box 90, Davis St.. Eagle ~River, Alaska 99577 694-2774 or 688-2280 Performed for: Name: /~/~ ~ . L~ ~'-,~,,~ Mailing Address:..'~'~'~ ~--~ "-(~" Legal Description: "-/--~,~ d%'~- ~ /,J/~,/~ Depth (feet) Soil Characteristics SOIL LOG 688-2280 ~"- ~.~-~,..,~.:z-/ Tel No. ~- ~ /- /z.~ _,:~- 9 10, 11., 12.. 13_. 14__ 15 .... 16_ , PLOT PLAN Ground Water Encountered: Yes.., Proposed Installation: Seepage Pit_ Comments: If yes, what depth Drain Field_ Russell Oyster 694-2774 Performed for: O & E ENG~IEERING & DEVELO/-MENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 -t-P SOIL LOG Name: Legal Description:, Depth (feet) $oll Characteristics 0 2 3 8 9. 10... 11. 12 13... 14. 16 Earl Ellis 688-2280 '~- ' Tel. No. ~-~ ;~ ' ?d~ ~ .~ PLOT PLAN Ground Water Encountered: Yes No. ~' Proposed Installation: Seepage Pit.. Comments: PERC. TEST JO' ~ ~---~'=~--- -- '~- '~ .,x, ~/ ,..t I - '~'-"'"~I'"'~"'I If yes, what depth Drain Field Performed by: _t~, Date: - Russell Oyster 694-2774 O & E ENG~..-'!'JEERING & DEVELO', ,'-hVlENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 SO,L'OG 'TP - Performed for: Name: /~///~ _~--~,~g: (~: g'::~_.,:;>~ ..... Mailing Address' ~)~ ~" ~- ~,, '~-r/' ~// Legal Description: '~~ ~, ~ k'~' ['( '~,'¢~ ~,W~) Depth (feet) 0 5 , L"__~J 6__ 7__ 8__ 9 Soil Characteristics 10 11. 12. 13... 14. 15.. 16.. Earl Ellis 688-2280 PLOT PLAN Ground Water Encountered: Yes. Proposed Installation: Seepage Pit PERC. TEST I~----/~-r~:~,~,ci_~'..7-,~- ~..~."~ If yes, what depth Drain Field Comments:. Performed by: Date:.., f'C/?¢:'F .'?~, / ~ ¢~' / Russell Oyster 694-2774 Performed for: Legal Description: O & E EN¢&.~qEERING & DEVELC.~'MENT Box 90, Davis St,, Eagle River, Alaska 99577 694-2774 or 688-2280 ,I-P SOIL LOG Name: CO. .f Earl Ellis 688-2280 Tel. No /-"2~? -" ..... ' Depth (feet) Soil Characteristics 0 1 2 3~ .... 5 6 7 8 9 10__ 11 12 PLOT PLAN 14__ 15 Ground Water Encountered: Yes Proposed Instal ation: Seepage Pit Comments: If yes, what depth I~3 Drain Field. PERC. TEST Performed by: Russell Oyster 694-2774 Performed for: Legal Description: Depth (feet) 0 & E ENG,,qEERING & DEVELO, MENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG ~ 688-2280 Mai ing Address: .... $oll Characteristics 5 6 7 8 9 10 11 12. 13__ 14 15__ 16 Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments: ~.~ 4~,,~ -~,v ,-J ~'i L No · If yes, what depth Drain Field Performed by: , --/,-- , ¢ *.~*-? . ,,-~ ;~:=--¢~ ~ PLOT PLAN PERC. TEST Date: O&E Russell Oyster 694-2774 Performed for: Legal Description: Depth (feet) 0 ENG,NEERING & DEVELOr-'MENT Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Name:. ,/~,~ ~' Mailing Address: Soil Characteristics SOIL LOG 6 7 8__ 9 10 12.. 13 CO. Ground Water Encountered: Yes ~"~' No If yes, what depth Proposed Installation: Seepage Pit Drain Field__ Comments: PLOT PLAN PERC. TEST ......... ~%~.. - . Russell Oyster 694-2774 O & E. ENL~INEERING & DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2260 Performed for: Mailing Address:.. ~--54.~[r~-~ (:r~ Legal Description: z~ (,r- (> / ,/~4~<.~,. ,~:. ;~ 13epth (feet) Soil Characteristics 0 Earl Ellis 'SOIL LOG 688-2280 · Tel. No.,~'?~/- '7~) :¢r~ ~ / .~f 3__ 4 5 6 7 8__ 9__ 11 12 13 14__ 15 16 .... Ground Water Encountered: Yes, Proposed Installation: Seepage Pit Comments: If yes, what depth Drain Field Performed by:, PLOT PLAN PERC.~ TEST Russell Oyster 694-2774 Perform ed for: Legal Description: O & E ENG.,klEERING & DEVELO~'MENT CO. Box 90, Davis St., Eagte River. Alaska 99577 694-2774 or 688-2280 ~. Earl Ellis SOIL LOG 688-2280 Depth (feet) Soil Characteristics 1 2 3 4 5 6 7 -, 8 9, 10 PLOT PLAN 12__ PERC. TEST I. ,._ ,,: z, .., Ground Water Encountered: Yes, No ~ If yes, what depth Proposed Installation: Seepage Pit Drain Field ~'"' Comments: ¥~-z~"~.,':~ ~,u~ ,-~7,.'~.~-.'~'~ '~'?~.2~/4. ~ ~,~'~' Performed by: L"i/'C'~ .~ ~ ':= " O&E CO. Russell Oyste~ 694-2774 Performed for: Name: Legal Description: NC .,NEERING & DEVELC. ~MENT Box 90, Davis St,, Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG Mailing Address: / ~ ~ z~ ~_ L_/ Earl Ellis 688-2280 Depth (feet) 0 Soil Characteristics 10__ 11 12 13_. 14. 15__ 16 Ground Water Encountered: Yes. No / If yes, what depth PLOT PLAN PERC. TEST [~' ~?~-= Proposed Installation: Seepage Pit ..... Drain Field' Comments: D _p ,u '~. ,'~. . I,'V": ~ ~.F,~_. ~ ~, Performed by: Russell Oyster 694-2774 Performed for: O & E ENGINEERING & DEVELOPMENT CO. Name: Mailing Address:. ',~4D ~ "(¢~" Legal Description:, ~'- ~ Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 ~: SOIL LOG ~" ' ~ Earl Ellis 688-2280 . , c_ ~ ~,~'-¥.~ ........................ Tel. No. ~ '7 ?- ~ ~ '~ ~ /b ~,~.T~.-,,,;. ~.,~ ,%/ /~.~ /.I,,..~ ,.~ ~=.. % Depth (feet) Soft Characteristics 6 9__ 12_., PLOT PLAN 13 14 15~ 16 Ground Water Encountered: Yes., Proposed Installation: Seepage Pit' Comments: l-,- ~:: d ',, ': '? PERC. TEST -- _' _--, , -' '""'"'"~"~':'~'l If yes, what depth.. ~ / Performed by: "~ ~, ._~_.. / O& Russell Oyster 694-2774 - Performed for: E ENG,,~IEERING & DEVELO, ,VlENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 i~ '~ ' : '"~ ~: ' ~ . SOIL LOG Mailing Address:,,"~x)'.~'-~ 4'~ ~--- -~-q ~ Legal Description: Earl 688-2280 Depth (feet) Soil Characteristics 1 5 6__ 7 8 9_ 10.. 11.., 12__ 13 14,. 15__ 16 Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments: No // If yes, what depth. Drain Field ~J' PLOT PLAN PERC. TEST Performed by: L._-~ . ~./ ;~ ,% Russell Oyster 694-2774 Performed for: O & E ENG.~JEERING & DEVELO, ,VIENT CO. Box 90, Davis St,, Eagle R!ver, Alaska 99577 694-2774 or 688-2280 SOIL LOG Mailing Address: "?-/~3~ ~ (~? z_.~.;_ ~,.;,.'.T-~y-- Z//' Legal Description: Depth (feet) Soil Characteristics 0 2 3 4.,,~ 5 , 6 -, 7 8 9 Earl EIII~ 688-2280 I0 PLOT PLAN 11 12__ 13__ 14 15__ 16 Ground Water Encountered: Yes~ Proposed Installation: Seepage Pit No_ If yes, what depth Drain Field.~ Comments:, Performed by:. PERC. TEST Russell Oyster 694-2774 & E .ENG..~IEERING & DEVELO, Box 90, Davis St., Eagle River, Alaska 99577 Performed for: i Mailing Address: Legal Description:. ~r-~) ~ <-~,~'- Depth (feet) Soil Characteristics 0 6 7 8 9 10 .... 11.. 694-2774 or 688-2280 ~ , SOIL LOG MENT CO. Earl EIII~ 688-2280 PLOT PLAN 12 13., 14.. 15., 16. Ground Water Encountered: Yes ~No.,. Proposed Installation: Comments: Seepage Pit If yes, what· depth Drain Field Performed by: ~ PERC. TEST S-5706: S'-5707: S'-5708: S-5712: 5-5713: Campbell Heights, vacation and easement Lot 9A Block 2 Romig, Park Subdivision Baranof Woods Subdivision .Lots lB, 7B 15C, 16C, 17C Block 40B South Addition Lot 3T Block 1 C Street Industrial Environmental Health Division ]]as comments on the follow~ing/., S'-2675: North Woods Subdivision Unit 2 and 3 ~5 ~M~ This department requests additional soils data. Due to the review of soils submitted showing only eight(8) test holes on a forty(40) lot proposal of Addition ~3 with rates of 225 - 250 square foot per and no percolation rates. Also, noted were clay profiles in some of the soils tests in North Woods Addition [Init ~2. S-5676: S-~5679: S-5681; S-5685: This department requests fifteen(15) soils test on Addition #2 and ten(10) soils test on Addition #3 as an initial'workup. Due to adverse soils in the'area, '; ~ additional soils may be requested at a later date and the possibility of lot redesign may be essential,, Lot 1 Cross Estates Subdivision (Mc Alpine Subdivision) This department requests soils test on Lots 1, 2, 3 of Mc Alpine Subdivision. Public sewer is not avaiable in the next three(3) years at the earliest. Daniel Subdivision' This department must have s~ " u.~s test on Lot 2 prior to final approval. Lots 2, 3 Block 1; Tr - .act A~Groll Subdivision This department requests Soils test on Lots 2 3 prior to final approval. ' Woodridge Subdivision This department mUSt have soils test information prior to final approval. The developer must observe the 100 foot set back from the creek for the on-site sewer systems on Lots 3 and 4 Block 2; Lots 3 and 4 Block 1. The developer should be aware of the 25% slope restriction. CONTRACTING, 212 E. INTEl & ASSOC. ANDS [RVE:YING All,PORT ROAD 99502 MUNICIPALITY OF ANCHORAGE p,"rT ("~ :,T':T'~ r. rNVIg ,. ii., .I~,/,. I ,0 ~ :4 4 RECEI_V_ED Department of Health & Environmental Protection 825 L Street 4th Floor West Anchorage, Alaska 99501 Attn: John Lynn April 27, 1982 Re: Northwoods Subdivision Unit III Soils Tests Dear Mr. Lynn: Enclosed are additional test holes requested in Unit III of Northwoods Subdivision. Most of the soils are rated SM classification, We therefore have increased the lot sizes, to conform ~ith your~!~.ng AU$~~ey contain~~ gross area including adjacent road right-of-way. An exception to this would be lots 10,11,12,13,14 and 15 of Block 2 which had SW soils. The developer has decided to ~ thru 20 of Block 2 unde- We request approval to proceed with the final plat as shown on the attached map. Sincerely, RBJ/mt Russell Oyster 694-2774 O & E ENGINEERING & DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 er 688-2280 Performed for: Mailing Address: -"~- '~/~'~'~ '~'" Legal Description: '-T'~/2/~ 0-~- ,~ / [~/~>2:~7=~ TP st- SOIL LOG 688-2280 Name: ,//~/~ ¢-,z~z)/2_~.'..~ ~ ~,.//,_~o.~ ..... Tel. N0. ~'77- 7~'~ / ,': [ Depth (feet) Soil Characteristics 1 2__ 3~ 4 5__ 6 7 8__ 9__ 10__ 11 12_ 13. 14 16 __ vi Ground Water E Yes No If yes, what depth_. Proposed Installation: Seepage Pit, Drain Field ~'~ PLOT PLAN PERC. TEST Comments:. Performed by: Date: '~-~- / ~'~i Russell Oyster 694-2774 Performed for: Name: ~//~* Mailing Address: .'~ Legal Description: ~-'/~.D d~- //_~ Depth (feet) Soil Characteristics r'l~lL:,.t%._:r-I'lllN~.~ ~ ~V~L~. I. =l~i ~U. Box 90, Davis St.. Eagle,River Alaska 99577 694-2774 or 688-2280 SOIL LOG 688-2280 ~ ~, ~,~, ,~ ......... Tel. No. ~ 7~- ~*~"~ =' / 10__ PLOT PLAN 11 12. 13 14__ 15 16__ Ground Water Encountered: Yes No Proposed Installation: Seepage Pit ~" If yes, what depth., Drain Field ~ PERC. TEST Comments: Date: ~ _~,. /'7 ~' ! Russell Oyster 694-2774 Performed for: Name: Mailing Address: '~'~ ~-'¢~ ~ i, ~..~.~ Legal Description: -~'~:~ Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG 688-2280 Depth (feet) Soil Characteristics 12_, 16 Ground Water Encountered: Yes Proposed Installation: Seepage Pit No ~ If yes, what depth Drain Field ~ PLOT PLAN PERC. TEST Comments: Performed by: -- ,f Russell Oyster 694-2774 Performed for: 0 Legal Description:. RING & DEVELO, ,~ :N I-OO. Box 90, Davis St, Eagle River, Alaska 99577 694-2774 or 688-2280 , l so. LoG ~ TP 81 - 5',~ Name: Mailing Address:'-?,, Earl Ellis 688-2280 Tel. No.. Depth (feet) Soil Characteristics 6 7__ 8. 9 13. 14 16. Ground Water Encountered: Yes No / If yes, what depth Proposed Installation: Seepage Pit Drain Field z-'/~ PLOT PLAN PERC. TEST Comments: Performed by: ~-~<~ .~ /?. '' _ (, .~/~"7-~._~:-/Z_ Russell Oyster 694-2774 Performed for: Legal Description: Depth (feet) 0 1 2 3 4__ 5 6 7 8 9 10__ 11 I:::NG,.,I,. :RING & DEVELOi .,/. :N i GO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 i i SOIL LOG ~ Earl Ellis 688-2280 Soil Characteristics PLOT PLAN 12., 13.. 14 15 16... PERC. TEST Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments: / If yes, what depth /~2 Drain Field_. Russell Oyster 694-2774 Performed for: Legal Description: Depth. (feet) 0 2 3__ 4. 5 6 7 8 10 12 13~ 14_ 15 16 ENG.,~.JERINGi & DEVELO, ,( ~'-,Ixl I- CO. Box 90, Davis St. Eagle River. Alaska 99577 694-2774 or 688-2280 so..oG TP '8[- I 'Eer, E,,,. 688-2280 Name: ,/J'~'~r (~" Tel. No. Mailing Address: '~()~ ' Soil Characteristics No, If yes, what depth. Drain Field '~' Ground Water Encountered: Yes. Proposed Installation: Seepage Pit Comments: ~ ~,a %.,.: ,j z4 c ! PLOT PLAN PERC. TEST :' Russell Oyster 694-2774 RiN(3 & OEVELOi ,~. _NI GO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 -. SO L LOG Performed for: Name: ,/~ Mailing Address: ?_Ic'),~-~ .. Legal Description: [- ~'~ ';-- -¢"~' ~-- ./.~ < ~ Earl Ellis 688-2280 Depth (feet) Soil Characteristics 2 3 (z~(c)- 4 7__ 8 9__ 10 12__ 13__ 14__ 15 16__ Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments: g"" NO__ If yes, what depth Drain Field PLOT PLAN PERC. TEST ~:,.~ o~.,~ t.. ~, Russell [. Owh~r No. 4286-E . Performed by: ~'-A ~-/>":~ Date: Russell Oyster 694-2774 bi'~16. EI:tINI3 & DEVELO,~I*~-'"~i~i i Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 , · :,: ,,,,,: Performed for: · Name: Mailing Address: Legal Description: z/- Crux- ~..~/ ,/~'~-~c'.~, Depth (feet) Soil Characteristics 0 3 10 11 12__ 13 14. 15 Earl Ellis 688-2280 Ground Water Encountered: Yes Proposed Installation: Seepage Pit. Comments:. No. t/ If yes, what depth Drain Field.. '~ Performed by: ~-&' ~.¢--,.~ . .--Z,-;,-'L~/~ PLOT PLAN PERC. TEST ....... ~~.~,~,~ · ,.,..., Date: ¢~ ..;) /¢ ~. Russell Oyster 694-2774 Performed for: Name: L.), t\ .:iNI Box 90, Davis St., Eagle River, Alaska g9577 694-2774 or 688-2280 r, Mailing Address: Legal Description: ~_ ~,~-~ ~,, Earl Ellis SOIL LOG ~ 688-2280 -//~/'--"~'~/~' Tel. No. Z'~- '~ :~ ~ Depth (feet) Soil Characteristics 6 7 8__ 9 _. 10 12__-- PLOT PLAN PERC. TEST Jt'~.~ .;', _,D · i z-~ L ~.~.,----~-. ~ Ground Water Encountered: Yes No '~'"~ If yes, what depth Proposed Installation: Seepage Pit, Drain Field Comments: ,.-~. ~/~'~ ~.~,,t,~', / ~:~.~ ,~:- 1% Ct: ~,;~ ~C~ ~ U' ,' ~1 Date:,41,a£.. Zgt Russell Oyster 694-2774 Performed for: Legal Description: Depth (feet) 0 EN ., ,_:I:RINGi & DEVELO, Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 SOIL LOG Earl Ellis 688-2280 Name: ,,/~/2 ~.-:,~,£,-~.~ Ld~_,~¢.~-~l Tel. N0.~'~- Mailing Address: :~C~¢~ "~ "' ~, -~''~ ~'/, ,~ ~T,l, 1 Soil Characteristics 6 7 8 9__ t0__ 11 12 13 14 15 16 Ground Water Encountered: Yes No / Proposed Installation: Seepage Pit Comments: ,~) ~ iV '>, ~--~ / PLOT PLAN PERC. TEST If yes, what depth. Drain Field.: Performed by: Date: = .. ' Box 90, Davis St., Eagle River, Alaska 99577 . 694-2774 or 688-2280 Russell Oyster 'Earl Ellis 694-2774 SOIL LOG 688-2280 Performed for: Name:, Depth (feet) Soil Characteristics PLOT PLAN 12 PERC. TEST Ground Water Encountered: Yes No '~' f yes, what depth Proposed Installation: Seepage Pit Drain Field Comments: ~P f-'~ / ' ' Performed by: O&E Russell Oyster 694-2774 Performed for: Legal Description: ENG',,~,._.=RING & DEVELOF,v, ZNT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 1 i.:'I','P -.' " SOIL LOG Name: Mailing Address: Earl EIIb 688-2280 Tel. No. ~7~'- Depth (feet) Soil Characteristics 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15__ 16__ Ground Water Encountered: Yes Proposed Installation: Seepage Pit Comments: No r/ If yes, what depth Drain Field ~ PLOT PLAN PERC. TEST Performed by: Russell Oyster 694-2774 O&E ENG,,, 'ERING & DEVELOrN. NT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 ~ Performed for: Name: Mailing Address: ~/'~')~ ~* (''-~ Legal Description: ~ SOIL LOG , · Earl EIII~ 688-2280 Depth (feet) Soil Characteristics 0 2 3 4, 5 6 7 8 9 10 PLOT PLAN 11 12__ 13 14 15 PERC. TEST 16 .__ Ground Water Encountered: Yes / No If yes, what depth Proposed Installation: Seepage Pit__ Drain Field Comments: Performed by: O&E Russell Oyster 694-2774 Performed for: Legal Description: ENGIN _ERING & DEVELOP,v,- NT Box 90, Davis St., Eag e River, Alaska 99577 694-2774 or 688-2280 ~r: Name: Mail ng Address: SOIL LOG CO. Earl Ellis 688-2280 Depth (feet) Soil Characteristics 0 1__ 2 3 4 5 6 7 8 9 10 11 PLOT PLAN 12 13 14 15 16__ Ground Water Encountered: Proposed Installation: Comments: Yes /''/ No Seepage Pit If yes, what' depth Drain Field ~-~" Performed by: ~ ,~.z-~ / PERC. TEST