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Home My WebLink AboutSubdivision Info Phases 1 - 4 ~UNIC!PALITY OF ANCHORAGE Departmen ,~f Health & Environmental totection Environmental Health Division Case Number Case Review Worksheet Date Received FComments Du'e By Subdivision or Project Title: ( ) Public water available ( ) Communzty water available Public sewer available Comments: ,.? Th #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 #1 3 #14 #15 #16 #17 #18 #19 #20 SOUTH PARK ADD. #1 SOIL TEST Conducted 12-17-86 Depth 13 ft SMGM Water 5' depth 15 ft GW depth 17 ft GW depth 16ft gw No log depth 15 ft gw depth 16ft gw depth 12 ft gw no log depth 16ft sw no log depth 16 ft sw depth l0 ~t gm water 6' depth 16 ft §w no lot depth 14 ft sm gm depth 13 ft. gm depth 16ft sw 85 sq ft, depth 16 ft sw 16 ft gw 85 sq ft. No Pefco 85 sq ft. 85 Sq, ft. 85 sq. ft. 85 sq. ft. 85 sq. ft. 85 sq ft. 125 sq. ft. 125 sq. ft. no peso 85 sq ft. perko 4.6 min 150 ft 85 ft 85 ft. 85 ft & ENGINEERS, NC. 7125 OLD SEWARD HIGHWAY ° ANCHORAGE, ALASKA 99502 December 21, 1982 Rex Harrell Arctic Resource Drilling 6361 Nielson Way, Suite 101 Anchorage, Alaska 99502 RE: Subsurface soil classlflcatlo and percolation rate for South Park Subdivision, Addition 9~. Dear Rex: As requested by your firm, we have performed a subsurface investigation on the above-referenced project for the purpose of soils classification and the percolation rate of these soils. The exploration was conducted from December 15, 1982 to December 21, 1982 and consisted of placing of test holes numbered 1,2,3,4,6,7,8,10,12,13,14,16,17,18,19,and 20, utilizing a CME ~55 drill mounted on a FN 60 Nodwell. Hole depths ranged from six feet to sixteen feet depending on the conditions encountered° Test holes number 5,9,11,and 15 were deleted due to inaccessibility. ~-- Ail samples were grab samples, which are taken directly off the auger. Samples were recovered from intervals of five to ten feet. As samples were recovered they were placed in sealed plastic bags and transported to the laboratory. All samples were visually classified in the field. Visual percolation tests were conducted on test holes 2,3,4,6,7,8,10,14,17,18, and 20. At test hole 13, water table was encountered at six feet,and p~rcolation was unable to be performed. At test holes 1,16,and 19 actual percolation tests were performed; for results please reference to attached percolation logs. No further tests were conducted. 67 1 5 FEB gEI EAGLE RIVER ANCHORAGE HOMER (907) 694-9846 (907) 349·6561 (907) 235-8179 Please note that enclosed in this report are the test hole locations map, test hole logs, and percolation logs. If I can be of any further assistance on any item presented in this report, please feel free to contact me at 349-6561. NJF/sr Job ~2858 Sincere~ Nicholas J. Fucci Soils Technician SHEET MET.OD USED S I! LOG 4OLE~. El I TOTAL DEPTH ~" /Jot. LO~ %m~ /~U~E , ' PROJECT~ DRILLER~ ~L~ LOGGER _~c.~ ?~ ~ PROJECT~}~ ~K TIME S~ARTED FINISHED DATE I~/J~ VEGETATION~ DRAINAOE ~ GENERAL TOPOGRAPHY GROUND WATER ~'-~" ~¢) EA~F ~ ~-~ ~/~ ~{LL 5~9~ DATE I~/l~ TIME OEPTH ¢ ~ LO~TION DIAGRAM ~ NOTES ~ m m ~ VARVING, ICE ~PE, BONDINg OR TOUGHNE83, DRILLINg NOTE8 --- ..... '~ z;', , "' .... ~ / & ENGINEERS, INC. 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99502, 5,49 - 6561 SOILS LOG -- PERCOLATION TES'I 2 5 6~ 7 8 9- 10- 13 14 15 16 18 19 20 WASGROUNDWATER S ENCOUNTERED? '~ P IF YES, AT WHAT DEPTH~ PERCOLATION RATE (mlnules/inch) TEST'RUN 0ETWEEN ~ -- FT AND '~ FT USED S SO ILS ~"~J~.[(~) ~ A[I~ .. TOTAL DEPTH_ [ (~' DRILLER ~)b ~Ucq% LOGGER ~1¢~ F~C~-~ PROJECT¢ TIME STARTED ,._ FINISHED ~ DATE ~/I VEGETATION, DRAINAGE ~ GENERAL TOPOGRAPHY GROUND WATER E ~e W TIME DEPTH ~TION DIAGRAM ~ NOTES %H~ ~ ~ ~ ~ ~ E~I~TI~" SOIl.~ O[OR~ TEX'~RE~ O~R~ eRA~ SHAPE~ LAYERIN~ 0R ~ ¢ ~ ~ ~ ~ ~ ~ VARVING, ICE TYPE, BONDING OR TOUGHNESS, DRILLIN~ NOTES. - ~- ~ ~ .... ~".0' S ~ 7125 OLD SEWARD H'WY. & ENGINEERS, INC. ANCHORAGE, ALASKA 99503 S ~ 349 - 6561. '~ PEI1COLATIONFEsT SOILS LOG - PERCOLATION TES'! SLOPE SITE PLAN 10 I1 12 13 14 15 16 !7 19 20- WAS GROUNO WATER ENCOUN~'ERED~ 'E YES. AT WHAT ~.lZ,/~. DEPTH> ~/ PC- PERCOLATION RATE ¥1,51,,IAI _ __(mlnu,o,/~nch) TEST'RUN OETWEEN ~ FT AND <~ - FT COMMENTS PER, FORMEO BY: DRILLER [~::~ .'T~"r,~'~' _ LOGGER L,I[C.~ F4)ccl TIMF. STARTED , FINIBHED VEGETATION, DRAINAGE O, GENERAL TOPOGRAPHY LOCATION DIAGRAM O~ NOTES DATE GROUND WATER TIME DEPTH VARVING~ ICE TYPE, BONDING OR TOUGHNES:S. DRILLING NOTED & ENGINEERS, lNG. ANCHORAGE, ALASKA 99503 S ~ 549 - 6561 ~ I'ERCOLATION rEST SOILS LOG . PERCOLATION TEST 10 11 12 13 14 15 16 18 t9- 20- s WAS GROUNO WATER ~ENCOUNTER ED? A / 0 IF YES. ATWHAT ~/~ w E PERCOLATION RATE L V!Sd ~ ~' ._(minuledinchl TEST'nUN 0ETWEEN {/~ FT ANO ~ . FT COMMENTS ?2,000 METHOD USED ] JTOTAL DEPTH DRILL, ER. ~Oh ~ .. LOGeER. ~l~ F[)C~I "IPROJECT ~- TIME STAR~ED~ . FINISHED ..~ DATE ]~/l~/~ VEGETATION, DRAINAGE ~ GENERAL TOPOGRAPHY ~ GROUND WATER _ ~- JOEPTH ~~ LOCATION DIAGRAM ',,'4 NOTES VARVING, ICE TYPE, BONDING OR TOUGHNESS, DRILLING HOTES & ENGINE£RS, INC. s 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99,.505 549 - 6561 SOILS LOG - PERCOLATION TES'! SLOPE SITE PLAN 10 11 12 13 _.Zc; ',~ , 14 16- !7 ~8 20- WAS GROUND WATER 2248-E MO YES, AT WHAT t* I /n /¢'PERCOLATION RATE - TEST RUN OETWEEN -7 PT ^NO ~' .. COMMENTS M^C.=.~ usED S SOl LS ~THO0 US~ LOG .oc~ [ ~" ~ID ~L[Cq~T A~ ..... TOTAL. DEPTH PROJECT~/~H P~[~ TIME STAR,ED_ . FINISHED DATE ~/1~ VEGETATION, DRAINAGE ~ ~ENERAL TOPOGRAPHY GROUND WATER TIME DEPTH. LO~TION DIAGRAM ~ NOTES ~ o _ ~ . ~ , ~R~ ORA~, ~HAP~ LAYERINO OR ~ ~ ~ ~ ~ ~ ~ ~ VAflVING, I~ ~PE, BONDING OR TOUGHNESS, DRILLING NOTES ..... 6 s Z'~lt~ zm5 ot_o s~w~Ro H'W¥. & £NGIN££RS, INC. ANCHORAGE, ALASKA 9950~ S ~ 349 - 6561 ~1 I'~I~COLATIONrEsT SOILS LOG · PERCOLATION TES'T LEGAL DESCRIPTION . . ~ Ob SLOPE 3 SITE PLAN 10 11 13- 14- 1,5----- 16- 18 19 20 WAS GROUND WATER E~OU.TEREO? IF YES, AT WHAT DEPTH~ Readin9 Dale Time Time Water Drop PERCOLATION RATE ~/15~) ~/.~ (minute,linch) C~ PT TEST'RUN BETWEEN ~:~_ FT ANO COMMENTS .^c.~.~ usED S SO ILS c..~ ,~' ~ ~.~ ~.,~c~,~ & EN8 t ~ ~ , INC. TIM~ ~AR~EB ~ ~ FINISHED VE~ETATION~ DRAINAeE a eENERAL TOPOeRAPHY ~~~CATION DIAGRAM ~ NOTE8 [ ,, o. ~ ~ ~ I~lJ~ ~~c~0~,T~X~u.~,_~ .. ~_Lt. ~,, ":",~' ~ .... 5- W~' -;.i, . ~, DATE · !TIME DEPTH ~UGHNE$S~ SH EET_L_ o'FL_.L DRILLIH~ HOTE~ TOTAL DE,TH- I~' PROJECT-~ .?/~.'T'~ . PROJ ECT.,'~ 1:)A~- Y'- DATE GROUND WATER i~.~ I I '- s '~ltlil~ 7,z5 oLD SEWARD HW¥, & ENGINEERS, INC.- ANCHORAGE, ALASKA 99503 S ~ .349 - 6561 iX PERCOLATIONrEST SOILS LOG . PERCOLATION TES1 LEGAL DESCRIPTION SLOPE SITE PLAN I0 13- 14 15 18 19 20 WAS CaOU"0 WATER S P PERCOLATION RATE N/J~ I.[/~ I (mlnule~/inch) TEST'RUN BETWEEN L ~' . FT AN(} ___,~2 _ FT COMMENTS PER, FORMED BY:.~~~'~'"4~ ' CERTIFIED BY MACH~.~ USED S SOl LS ~ [.!OCLO~ ~A A~ , TOTAL DEPTH DRILLER,~ ~f~- LOeO~R ~ftCK F~CCI PROJECT~ ~-~ TiME STARTED~. FINISHED . DATE VEGETATION, DRAINAGE a GENERAL TOPOGRAPHY GROUND WATER TIME OEPTH LO~TION DIAGRAM ~ NOTES ~ ~ ~ ~ ~ ~ ~ ~ VAgINa, I~ ~PE, BONDINg OR TOUGHNESS, DRILLING NOTE8 - 3- -~2 - & ~NGIHE£RS, INC. 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99503 549 -6561 SOILS LOG - PERCOLATION TES'I I 5 6 7 8 10- 11 12 SLOPE SITE PLAN 13- 14 15 16 17 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH~ No E Reading Date Time Time Wa{e~ Orop PERCOLATION RATE . \.//~'~//~ ~- (minule,/inch) TEST'RUN 0ETWEEN ~ ,__ FT AN{) '~ _ FT COMMENTS 12,00§ MET.OD ~s~o s '~1 LOG .o~.E~ I /~ J DRILLER..~2¢2~ :TI~'?-~T LOGGER h-iiCI(. ~tJCc( PROJECT',O'-':'?~5''~ TIME STARTED. FINISHED. DATE /~ VEGETATION, DRAINAGE Om GENERAL TOPOGRAPHY GROUND WATER -- DATE -- TIME /A. -- DEPTH i LOCATION DIAGRAM 8~ NOTES ~ I-- ~' e -- DESCRIPTION- 80IL, CO~.OR~' TEXTURE., ODOR, GRAIN, SHAP£~ I-AYERIN(~ OR ;~ ~ ~ ~ ,..,~1~< ~0 ~ VARVING, ICE TYPE:, BONDING OR TOUGHNESS, DRILLINg NOTES :~- Z~,:~.--. o ,'0: , .... ....} ~ S & S 'i ENGINEERS, INC. 7125 OLD SEWARD HWY. ANCHORAGE~ ALASKA 99503 349-6561 SOILS LOG .- PERCOLATION I'ES'I LHGAL DESCRIPTION ~"~"~'I~--~'-f~-J~-~-- ~4~ l0 _~t~t~4._l~g_T~t_~ .... ~_~p/~ _ t~ _.. SLOP[ 9 10 11 12 13 14 15 18 19- DEPTH' Reading Date Gross Time 20 PERCOLATION RATE VI60 g/~--.- . TEST'RUN OETWEEN __~:~ .__ FT AND COMMENTS __ _CERTIFIED --" - SHEET / MAC.I.~ USED s ~ SOILS .ETHOO US~O S LOG HO[~ ~ L/2, ~t* ~tO ~7.1~t~ AU6~ TOTAL DEPTH /~ DRILLER_ ~J.* ~' LOGGER ~/C~ [Ud~/ PROJECT~ TIME STARTED FINISHED , DATE ~ //~/~ VEOE~'ATION~ DRAINAOE ~ OENERAL TOPOORAPRY OROUND WATER ITIME DEPTH ~ LO~TIO~ DIAORAM ~ NOTES Gl ~ ~ o ~,~IPTI~- 3OIL, C~OR, TEX~RE~ O~R, ORAffi, SHAPE, LAYERINO OR ~ ~ m ~ ~ m Q m ~~ ~ ~ ~ VARVING, ICE I~PE, BONDING OR TOUGHNESS, DRILLING NOTES - ~- ~:3-. _ .- ~. ~;'._ ;o-'~':: ENGINEERS, INC. 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99505 549 -6561 SOILS LOG -PERCOLATION TFS1 o~/udre~ ¢cT5 OL I '-F'h. A e 6 3 SLOPE SITE ;)LAN 10- 11 12 13 14 15 16 )7 18 19 2O WAS OROUNO WATER ~ 0 S ENCOUNTERED? ~ P E IF YES, ATWHAT k] /., ,~//~ OEPTH~ Reading Oate Time Time Waler Orop PE[:~CO LATJO N RATE TEST'RUN .ETWEEN COMMENTS /~l ~,o ~lq~ ~s(~m- I ~ / ' TOTAL DEPTH DRILLER, ~ ~ ' -- '-- PROJECT-~ ~ ' ~ -- PROJECT,~)TH TiME STAR,TED_ FINISHED, V~GETArlrlON~ DRAINAGE [~ GENERAL TOPOGRAPHY LOCATION DIAGRAM ~ NOTES DATE m hm Z~ GROUND WATER DATE TIME DEPTH /=:, · ~-/3 --'-- YAfl¥1NOt ICE TYPEt BONDINg OR TOUOHNEOBt DRII.,LI N g NOTES S '¸/ & ENGINEERS, INC. s 7125 OLD SEWARD HWY. ANCHORAGE, ALASKA 99505 .:349 -6561 SOILS LOG - PERCOLATION TES'! 2 3 4 5 7 $ SLOPE 10 11 13 14 15 ~0 WAS GROUND WATER S P E IF YES, AT WHAT ~1 OEPTH~ PERCOLATION RATE (minules/inch} 12.000 (6/791 I""'?~' ] SOILS CL~e~; .,F~,~ ~o ~'~'~'~M & E ,,~ .~. INC. ~THOD USeD I S LOG DRILLER ~bO.~ %~ LOGGER ~l[~ FdCCl TIME STARTED _ FINISHED VEGETATION, DRAINAGE · GENERAL TOPOGRAPHY d"-;o" pIr4~: ~-~sV-Fo v4e~T d¢¢., /~CC~117~~- LOCATION DIAGRAM ~ NOTES SIll"ET / TOTAL DEPTH PROJECT-~- PROJEC'r~ ~'IJ , DATE GROUND WATER TIME ___ DEPTH VARVINGt ICE TYPEt BONDINg OR TOUGHNE$3~ DRILLINg NOTE3 S ~ 7125 OLD SEWARD H'WY. & £NGIHE£RS, INC. ANCHORAGE, ALASKA 9950:], S ~ 349 - 6561 "~ PEI;ICOLATION rEST SOILS LOG -- PERCOLATION TES'T LEOA~ OESCR,'T'ON ~mT_mz~' ~ 14 ~crm__~__.~pp~/ ?ilL_ SLOPE SIT~ PLAN 2 3 4 10 11 12 13' 14 15 16 !7 18 19- 20- ENCOUN~EREO? --0 P COMMENTS ~ACR~.~ .SEO S ~ SOILS METROD USED ~LOG HOLE~ DRILLER~h -~F LOG~ER ~,c~ F~' PROJECT~ ~ · . PROJECT ~Q~H ~[~K A~I~ TIME ~AR~ED. . FINISHED. DATE YEGETATION~ DRAINAGE ~ GENERA~ TOPOGRAPHY GROUND WATER ' DEPTH LO~TION DIAGRAM ~ NOTES m e -- ~IPTI~' 8OIL~ C~OR,'TEXTURE, O~R, GRA~, SHAPE~ LAYERING OR &' ENGINEERS, IHC. t 71;~5 OLD SEWARD H'WY. ANCHORAGE, ALASKA 9950:3 .349 -6561 · SOILS LOG -- PERCOLATION TES1 2 3 4 5 6 7 12 14 15 16 !7 18 19 20 SLOPE SITE PLAN I IF YES, ATWHAT [) /.~ DEPTH~ Reading Date 'rime Time Water Drop TEST'RUN BETWEEN ~7 FT AND C:) FT PERFORMED BY: CERTIFIED TE: MAC.~"~ USEDS Ii~ SOILS M~'THoD USED / ~ t laC.LOG DRILLER ~oo.~ ~ LOG~ER ~J ~ F C~ TIME STARTED _ FINISHED VEGETATION, DRAINAGE 8~ GENERAL TOPOGRAPHY __~,7~0'~ ~'~.~; (-,~,xrFLr= .<_LORE., 14~Cc .5n~£ LOCATION DIAGRAM 8~ NOTES SHEET, / O'F'"/ TOTAL DEPTH /~ / ~ROJECT ~ ~-~J~'~ ,-- ~ROJEC'T=T~ r~ ~1 ~ DATE I~//~/E~ -- GROUND WATER ' I ,TIME DEPTH g VARVINg, ICE I'YPE~ BONDING OR TOUGHNESS, DRILLING NOTED S ~ 7125 OLD SEWARD HWY. & ENGINEERS, INC. ANCHORAGE, ALASKA 99503 S ~ 349 - GSGI '~ I'EI~COLATIONTEsT SOILS LOG . PERCOLATION TES'! -- suo.e s,te PuAN 10 11 13 14 15 16 18 19- 20- T~ WAS GROUNO WATER IF YES, AT WHAT DEPTH~ PERCOLATION RATE X/15UAL (minu(edinchl TEST'RUN BETWEEN "]__ FT AND ~:~_ FT COMMENTS ~ ~ ~ ~ ~o~ ' ~ . IIIC. LOG ETROD USED DRILLER p~¼:3"c7,,-(T~ LOGGER _ ~l~C~' FU(c I TIME STAR,TED- VEGETATION, DRAINAGE I,-4'' r~cV, ~ , FINISHED GENERAL TOPOGRAPHY 8HEET__L_O'F / '~ LOCATION DIAGRAM 8~ NOTES .OLE ' [ Ih _J TOTAl.. DEPTH -- PROJECT.Y/-' · pRoj ECT?~n-H (~ROUND WATER '- DATE ', DEPTH VARVINB~ ICE TYPE~ BONDINB OR TOUBHNESB~ DRILLINB NOTES "rD "Z~t~ 7125 OLD SEWARD HWY. ENGINEERS, INC. ANCHORAGE, ALASKA 9950:3 ~ 349 - 6561 ~ I'EI]COLATION[EsT SOILS LOG .PERCOLATION TEST SI.OPE SITE PLAN 5 6 7 8 9 10 ll 14 15 ~0 WAS GROUND WATER ENCOUNTERED? ~J {~ -- IF YES, AT WHAT OEPTH~ I'~/~z~, si Reading Dale Time Time Waler Drop PERCOLATION RATE -- ~/151~A/~ Iminute$/inch) ~ FT TEST'RUN BETWEEN ,_~ ._ FT AND COMMENTS ~AC.~.~: useD" I '~ ISOILs ~""~' ~" '"~ ~'~"'""'~ '1 [ mc. ~THo~ used I S ' LOG DRILLER ~ ~ LOGGER ~ ~{~-t TIME STAR,TED tE..GET~TION, DRAINAGE .... SHEET._./_O'F [ _ FINISHED gENERAL TOPOGRAPHY TOTAL DEPTH. PROJECT PRO j ECT ~--~o~r'H DATE ~/q GROUND WATER 1- 1 // ,CATION DIAGRAM 8~ NOTES .~ VAItVIN(It ICE TYPE, BOIIDINO OIT TOUGHNESS, DRILLIH(I ['IOTE3 ~t~ 7125 OLD SEWARD H'WY, ENGINEERS, INC. ANCHORAGE, ALASKA 99,503 ~ 349 - 6561 'X I'ERCOLATIONrEsT SOILS LOG - PERCOLATION TEST SLOPE 2 ~ .5 ~£ /_(,GA EL(;_ ~.i 10 11 12 13 14 15 16 !7 18 ~9 2o WAS GROUND WATER S E,COONTERE~? hi 0 ~ P E OE~,Tu,'~ YES, AT W.AThi/~ Reading Date Time Tim~ Water Drop PERCOLATION RATE Imlnute~/inchl TEST'RUN BETWEEN ~ _ FT AND 7 . CO.~ENTS. /-IOOF. D~A~N~FP PE R~FORMED BY: -- sHEET_/ dF_L_ .AON,,.~ U.ED S '~ SOILS &1 ,ETHOO USED S I' ' LO6 HOLE¢ [ ~0 TOTAL DEPTH_ ORILLER~~T' LOGGER ~1~ F~r-~ PROJECT 5o~1 P~ TIME ~AR~ED , FINISHED. DATE ~//~ld~ VEGETATION~ DRAINAGE · GENERAL TOPOGRAPHY GROUND WATER ~"-J~' ~E~) ~'~5~ ~ W~-~T 4~% ) E[~C~' ~P. . DATE .. TIME ' DEPTH LOCATION DIAGRAM ~ NOTES >: 2 ~ ~ ~ _ ~IPTI~ SOIL, C~OR, 'r[XTUR[, O~R, e~A~, SHA~,DRiLLiNeLAYERINGNOTES OR J; ~ ~ " ~ VARVINg, ICE ~PE, BONDINg OR TOUGHNESS, ~;0' : - -- 8- : '.c. 9- 9-o'" - k .o'.F' _ ~- Lo rd/- , ' t6 L: .... S ~ZI~ 7125 OLD SEWARD HWY. & E~GINEERS, INC. ANCHORAGE, ALASKA 9950:5 SOILS LOG PERCOLAI'ION TESI St. OP£ SITE PLAN 5 6 7 8 9 -- Oz I' OgC~A~JIC. 5iL~ oL CobbL k-5 10 11 12 13 14 15 16 ~8 19 20- WAS GROUNO WATER ENCOUNTERED? IF YES, AT WHAT /~//~. DEPTH> - Time Reading Oate S L O P E Time PERCOLATION RATE_ \//%~,c~--- (minules/inch} TEST'RUN EETWEEN "-~__. FT AND L~ __ FT Orop COMMENTS 1;?.00o ENGINEERING PLANNING & SURVEYING 6937 OLD SEWARD HIGHWAY / ANCHORAGE, ALASKA 99502 / (907) 349-6537 82-224 January 17, 1983 Department of Health & Environmental Protection 825 L Street Anchorage, Alaska 99501 Attention: Subject: Mr. John Lynn ~%-j- .~, Southpark Subdivision Water Supply Attached please find the water rights permit an(] DEC approval to continue design of the infiltration gallery and water treatment facilities proposed to serve Southpark Subdivision. The tentative plan to supply water to the subdivision is to pump water front an infiltration gallery, treat water to Class A water system standards, pump into a storage tank and then into the distribution system. Design drawings of the above system will be submitted to DHEP and DEC for approval within the next three to four months with construction scheduled by early spring. Please contact this office if any further in[ormatiou is desired at this time. Sincerely, David A% Grenier, P.E. Managing Partner encl cc: John Berggren JP & SURVEYING DEPART.~IENT OF NATURAL RESOURCES D/VIS/ON OF /.AND AND WATER MANAGEMENT Ouly 23, 1982 Pouch 7-005 Anchorage, Alaska 99510. Phone: (907) 276-2653 Re: Permit to Appropriate Water ADL 209628-P CERTIFIED MAILP316 596 582 RETURN RECEIPT REQUESTED John Berggrew General Enterprises Inc. P.O. Box 4-1268 Anchorage, Alaska 99509 Dear Sir: Enclosed is your permit to appropriate water. develop a water source and water use, however, obtaining your water'rights. This permit allows you to it is not the final step in Once you have established your water use, it is necessary that you notify our office in order to obtain a permanent water right" Certificate of Appropriation" Please be advised that our approval does not relieve you of the respon- sibility of securing othe[ permits: state, federal or local. You are encouraged to contact the Anchorage Permit Information and Referral Center, 437 "E" Street, 2nd Floor, Anchorage, Alaska 99501, telephone 279-0254, for information about obtaining other permits. Please read over your permit carefully. Since this permit expires, it is important that you NOTE THE EXPIRATION DATE. If you allow your permit to expire and fail to notify us, your case may be subject to termination without further notice. If you have any questions about your permit or water right, please contact US, Sincerely, J. W. Sedwick, Director By: Y. R. N~ryudu,: Ph.D. Chief, Water Management Section Enclosures: Water Permit and excerpt of Statutes. DEI~T. OF IENVII~ON~I~NTAL [] SOLOOTIVA, ALASKA 99669 (907) 262.5210 October 29, 1981 Mr. David A. Grenier BESSE, EPPS & POTTS 2220 East 88th Avenue Anchorage, Alaska 99501 SUBJECT: South Park S/D Gallery Collection Well Dear Mr. Grenier: We have reviewed your letter, testing protocol and as-builts and hereby accept the gallery as-builts. This letter also constitutes authoriza- tion to continue with the design of the purification and distribution systems. Sincerely, Bruce E. Erickson Environmental Engineer BEE/ccs 18-09LH TEST HOLE LOCATIONS PROGRESS COPY