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HomeMy WebLinkAboutHULTQUIST ADDN #1 LT 1Onsite File Hultquist Addn #1 Lot 1 PID# 015-274-01 (Formerly Hultquist Lt 1B) (Formerly Hultquist Lt 3) (Formerly Siefker #2 Lt A2A) Municipality of Anchorage Department of Health and Human Services ( Division of Environmental Services On-Site Services Section 825"L" Street Room 502 P.O. Box 196650 Anchorage, AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/'OR WELL INSPECTION REPORT Permit Number: _~Cc) ,~o O I ~'~ PID Number: O I ~' ,~ 7 '~- 7 ~ Name: Wastewater System: ~New ~ Upgrade gg~O gzuctre ¢'T, ~cbor~qe J~. qqffo~ ABSORPTION FIELD Soil ~ting: Total Dep~ from original grade: LEGAL DESCRIPTION I,Z ~,~ q ~. Township: Range: Section: F~II added above edg~nal grade: Gravel Lang.: Well: ~ New ~ Upgrade ~ Ft. /rI C~ssifi~tion (Pdva(e, A, B, C): Total Depth: Cased lo: Total ebso~tion area: Pipe Malarial: Driller: Date Ddlled: Stalic Water Level: Ins~ller: ~.~/~. ~ Date Inslalled: ~eld: Pump Set at: Casing Height Above Ground; /~+ ~[ ¢H~a~N ~,. a ~,. TANK SEPA~TION DISTANCES ~Septic ~ Holding a S.T.E.P. a Other: To Septic Absorption Li~ Holding ~ubli~Private Tank Field Sta~on Tank Se~Un~ a acaCr~e / Gal. su.~.w~t,~loO'~ I~'~ 5 / UFT STATION "Pump on" level al: "Pump 0~ I High ~t.~ OU.ai. Oral. IOO'~ l~'~ ~ Elec[.~l Inspecd0ns pe.orm~ by: ~"~': BENGH MARK ¢~ Ft. Engineeffs Stamp Inspections pedormed by:_~ ~l¢,*~?~ Dates: 1" ©/- J~ g*~"4¢TH ~ Depa.ment of Health and Human Se icesTM AS-BUILT SYSTEM 3ETAILS/SITE PLAN Permii; SW980107 HULTQUIST SAD LnT 3 PiD~OlSa7a74 '~ =" ' '4~,5~1§' 'mRbF;n~r~)'Lbf LIhE'> ' ' i ......... t98 RI ARY S A-E=36,5' z ~ ORIGINAL GRADE C-E=38,6'B-E=15'4'~_~ - ~15 J Joo GA . ~-G=46,3' ~ ~.... ......~ ~ DAVE HULTQUIST  HULTQUIgT HOMES, INC, 8340 AZURITE CT, ANCHORAOE, AK 99D07 ..' ~ ~.o~Y: LANMARK DRA~: 'I~'~'~ ~ ~'L': LANMARK o~m 6/1/00 EAG~ R~R, AK 99577-8736 - ....``...'..`...'..```..`..`.`..'..```..`..`..```..`..```..`..`..``.=.=``.=`.```..¥. ~. ~m ~m: 2935 ............................................................................... OF ~ STATE OF AL~6KA DEPARTMENT OF NATURAL RE6OUR(~$ DI¥t$1ON OF MINING & WATER MGMT WATER WELL RECORD WELL TOW~WI~ ,mAN ,/ :Depth of eo~ing; ~,~ 7 ~5'., DATE OF COMP~I'ION' _2_, // MrFHOD OF DRJLI.~GI [~-'air ro~erV [] ~me ~ :USE OF WP.L: ~domestic .PI p~lio ~upply :¢A~ING ~I'ICK,UP; WE~L kYrAKE OP~IINQ yyP~ [] open e~l :voru~e ~aRoLrr TYP;; Db'V~,OPMmT, fr to I~D ~Y,~D .' PUMP 151TAKE DEPTH: fl WELL DISINFECTED UPON Pdon. (9071269,0639, FaA (gOT)~e~.l'~LM · !: ' · ~/~ e~e~ ~0~:0~ O0-~L-Tnp J[F¢6969Z06 !gNIW33NIDN3 QN~ :X~ ~UaS Rick Mystrom, Mayor Mtm cipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us May 19, 1999 Hultquist Construction Inc 360 East 100th Avenue Anchorage, Alaska 99515 2601 Subject: Lot A2A Siefker #2 (Proposed Lot 3 Hultquist Subdivision) Permit # SW980107 PD # 015-272-74 The subject permit, issued May I 1, 1998 by this office for a single family well and/or on- site wastewater system, has expired as of May 11, I999. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastexvater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $44Q00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. ~.Sincerely'//~'/'~{/~7-'/~ ~/jf),i, J~ines Cross, PE Program Manager On-site Services enc: Copy of Permit Page: 1 Document Name: ENTERPRISE SERVER PARCEL: 015-272-74-000-00 CARD: 01 OF 01 RESIDENTIAL VACANT LAND STATUS: RENUMBERED TO/FROM: 000-000-00-000-00 HULTQUIST CONSTRUCTION INC SIEFKER #2 LT A2A 360 E 100TH AVENUE ANCHORAGE AK 99515 2601 SITE LOT SIZE: 96,263 ---DATE CHANGED ....... DEED CHANGED--- ZONE : R6 OWNER : 07/20/95 BOOK : 2809 PAGE: TAX DIST: 018 ADDRESS: 01/15/99 DATE : 07/17/95 GRID : HRA # : 444444 PLAT : 910030 NOTES : REF 015-272-02 & 09 .................................. ASSESSMENT HISTORY ...................... ---LAND .... BUILDING .... TOTAL--- FINAL VALUE 1997: 47,500 0 47,500 FINAL VALUE 1998: 47,500 0 47,500 --EXEMPTION FINAL VALUE 1999: 53,000 0 53,000 ..... TYPE-- EXEMPT VALUE 1999: 0 0 0 STATE EXEMPT 1999: 0 FINAL VALUE 1999: 53,000 -COMM COUNC HUFFMAN O'M Date: 5/19/99 Time: 07:32:19 AM MUNICIP~LLITY OF ANCHORAGE DEP/iRTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980107 DESIGN ENGINEER:F~ND ENGINEERING OWNER NAME:HULTQUIST CONSTRUCTION INC OWNER ADDRESS:2340 AZURITE ANCHORAGE, ALASKA 99507 pARCEL ID:01527274 LEGAL DESCRIPTION: SIEFKER ~2 LT A2A LOT SIZE: 115700 (SQ. FT.) NLr~ER OF BEDROOMS: 4 THIS PERMIT: 4 DATE ISSUED: 5/11/98 EXPIRATION DATE: 5/11/99 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MI/NICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: ISSUED BY: ~~// ~ 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 April 29, 1998 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New sewer/well permit - Hultquist S/D, Lot 3 Gentlemen: On April 17, 1998, we excavated two testholes for the subject property. The results of these tests and water monitoring are attached. We propose to install a 2' wide deep trench. The testholes indicated no water, and based on other area testholes and monitoring we have no concerns that water may be found later on in the year. Additional fill will be placed over the system to provide a minimum of 3' of cover when complete. This lot will have a break in the center to slope to the west and east with gradual slopes of between 2-5% % which is away from the proposed house and the proposed well. The existing ground will be regraded prior to construction. We propose to drill the well southwest of the house and septic area. There are no public or private wells within 100' of our proposed system location. There is neither surface water within 100' nor any known curtain drains within 50'. We do not expect that there will be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, ~{M~i~ Engineering Kenneth M. Duffus, P.E.~g attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Nan Soils Log/Percolation Test ~/Ei 'L & WASTEWATER 9ISPBSAL SYSTEH HULT~UIST S/D,LBT 3 DETAILS/SITE PLAN A-PF A-Pi LIDT 3 A-2B DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/1,2 GPD PER SQ. FT. (2 MIN/IN.): 500 gQ. FT 500/(G'(D) X 2'(~/)) (6.0' GRAVEL) = 41,7 FT. TRENCH Total depth oF system I$ 9,0' From orlolna/ 9fade. Tot~[ depth oF or(lveL below dJstrJbutJor] pipe is 6,0' , NOTES: L USE 1250 GALLDN SEPTIC TANK, INSULATE TANK IF (4' CDVER, 2. I'NSULATE TRENCHES WITH 2' HD 3URIAL FOAM,, 3. CUNTRACTDR WILL ENSURE MAXIMUM 27. SLOPE INTD SEPTIC TANK, 4. ADDITIDNAL FILL WILL 3E ADDED OVER SYSTEN TO ACHIEVE MIN, 3' CDVER IF REQUIRED. PREPARED FOR: DAVE HULTQUIST HULTQUIST HONES, INC. 2340 AZURITE CT. ANCH[DRAGE AK 99507 FIELD BOOKS CO~pU'rEO; BOUNDARY: LANMARK oR^wu: KMD STA~(IN ~: LANMARK ASBUILT: LANMARK AC,',~, F~Lr: 98053.DW6 CHE~: KMD 4/27/98 2535 '~ ~°': 98053 Sca[e: 1'= 100' PAGE 1 OF 2 ~N~) ENGINEERING ~0441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 WASTEVATER DISPBSAL HULTQUIST S/D,LOT ~< 9 0 z sYs~F'EM M MT m TH #98-2 SYSTEM 3 PB [3 DETAILS .P'R~M~ 50 5A'L < 41,0 4 9]3 * SFI PREPARE]} FOR~ DAVE HULTQUIST HULTQUIgT HnMES, INC. 2340 AZURITE CT. ANCHDRAGE, AK 99507 KMD STAKINg: LANMARK mjeo<eo: KMD ScaLe: 1"= 20' PAGE 2 OF 2 A93UiLT: LANMARK Bwo. roLE: QrlO: 2635 98053.DWG ¢0~ No.: 98055 NB ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 995?7-8736 PERFORMED FOR: LEGAL DESCRIPTION: 2 3 4- 5- 7 8 9 · 10 11 12 13 14 15 16- 17- 18- 19- 20- COMMENTS Municipality of Anchorage ~ SOILS LOG -- PERCOLATION TEST ~ ~,, DATE PERFORMED.~~ SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop I ~-i?~¢~ ~;~' -- ~.., _ PERCOLATION RATE -~ {m~nutes~inch) PERC HOLE DIAMETER TEST RUN BETWEEN '~' FT AND ~' FT PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10-- 11 12 13 14- 15 16 17 18 t9- 20- COMMENTS Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? pO E Depth to Water Alter q~ _. Monitoring? --~ natl: Gross Net Depth to Net Reading Date Time Time Water Drop 2- 5:425 ~;~ 'q~' ~ ~ 3~o6 ~ ' I1" ' 7 ~ 8;/~ -- ~, PERCOLATION RATE . . TEST RUN BETWEEN -- '/~t~ (m,nute~inch) PERC HOLE DIAMETER 72-008 (Rev, 4/85) PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3- 4- 5- 6- 7- 8- 9- 10 --- 11 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS DEPARTMENT OF HEALTH & HUMAN SERVICES 825'L'--Street. Anchorage, Alaska 99502-0650 ~ '~*"~ SOILS LOG -- PERC°LATION TEST ~'~;~ DATE PERFORMED:~~ Township, Range, Section: ~ ~ ¢~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? Oepth ~o Waler Alter 'r~ _. Monitoring? ~ Oal Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE //r./' tmmutes,'inch) PERC HOLE DIAMETER TEST RUN BETWEEN /~ FTAND // F~.7~ W, dt~f 72-008 (Rev, 4/85) WAS PERFORMED IN 'Page: ,1 [~ocument Name: ENTERPRISE SERVER PARCEL: 015-272-74-000-99 CARD: 01 OF 01 RESIDENTIAL VACANT LAND STATUS: RENUMBERED TO/FROM: .... 1 HULTQUIST CONSTRUCTION INC SIEFKER #2 LT A2A 2340 AZURITE COURT STE A 0 ANCHORAGE AK 99507 3140 SITE LOT SIZE: 96,263 ---DATE CHANGED ....... DEED CHANGED .... ZONE : R6 OWNER : 07/20/95 BOOK: 2809 PAGE: 0265 TAX DIST: 018 ADDRESS: 12/31/96 DATE: 07/17/95 GRID HRA # : 444444 PLAT: 910030 NOTES · REF 015-272-02 & 09 .................................. ASSESSMENT HISTORY .......................... ---LAND .... BUILDING- FINAL VALUE 1996: 47,500 FINAL VALUE 1997: 47,500 FINAL VALUE 1998: 47,500 EXEMPT VALUE 1998: 0 ---TOTAL--- 0 47,500 0 47,500 --EXEMPTION--- 0 47,500 ..... TYPE ..... 0 0 STATE EXEMPT 1998: FINAL VALUE 1998: 0 -COMM COUNCIL- 47,500 HUFFMAN O'MALLE Date: 5/1/98 Time: 09:21:22 AM Rick Mystrom, Mayor Mtmicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us May 19, 1999 Hultquist Construction Inc 360 East 100th Avenue Anchorage, Alaska 99515 2601 Subject: Lot A2A Siefker #2 (Proposed Lot 3 Huitquist Subdivision) Permit # SW980107 PID # 015-272-74 The subject permit, issued May 11, 1998 by this office for a single family well and/or on- site wastewater system, has expired as of May 11, 1999. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Since~ly, J~rnes Cross, PE Program Manager On-site Services enc: Copy of Permit Page: 1 Document Name: ENTERPRISE SERVER PARCEL: 015-272-74-000-00 CARD: 01 OF 01 RESIDENTIAL VACANT LAND STATUS: RENUMBERED TO/FROM: 000-000-00-000-00 HULTQUIST CONSTRUCTION INC SIEFKER #2 LT A2A 360 E 100TH AVENUE ANCHORAGE AK 99515 2601 SITE LOT SIZE: 96,263 ZONE : R6 TAX DIST: 018 GRID : NOTES : REF 015-272-02 & 09 ---DATE CHANGED--- OWNER : 07/20/95 ADDRESS: 01/15/99 HRA # : 444444 .... DEED CHANGED--- BOOK : 2809 PAGE: DATE : 07/17/95 PLAT : 910030 .................................. ASSESSMENT HISTORY ...................... ---LAND .... BUILDING .... TOTAL--- FINAL VALUE 1997: 47,500 0 47,500 FINAL VALUE 1998: 47,500 0 47,500 --EXEMPTION FINAL VALUE 1999: 53,000 0 53,000 ..... TYPE-- EXEMPT VALUE 1999: 0 0 0 STATE EXEMPT 1999: 0 FINAL VALUE 1999: 53,000 -COMM COUNC HUFFMAN O'M Date: 5/19/99 Time: 07:32:19 AM blUlqICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH i~uND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERi, IT NUMBER:SW980107 DESIGN ENGINEER:KND ENGINEERING OWNER NAME:HULTQUIST CONSTRUCTION INC OWNER ADDRESS:2340 AZURITE ANCHORAGE, ALASKA 99507 PD2qCEL ID:01527274 LEGAL DESCRIPTION: SIEFKER ~2 LT A2A LOT SIZE: 115700 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 ALL DATE ISSUED: 5/11/98 EXPIRATION DATE: 5/11/99 THIS PERi~IIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM CONSTRUCTION MUST BE IN ACCORDANCE WITH: THE ATTACHED APPROVED DESIGN. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 ~ THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) A1VD DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE Sia~IE DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS DATE: // DATE: 20441 PTARMIGAN BLVD. EAGLe. R~VER, AK 995YY-SY36 (907)696-6111/FAX (907)696-8111 April 29, 1998 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New sewer/well permit - Hultquist S/D, Lot 3 Gentlemen: On April 17, 1998, we excavated two testholes for the subject property. The results of these tests and water monitoring are attached. We propose to install a 2' wide deep trench. The testholes indicated no water, and based on other area testholes and monitoring we have no concerns that water may be found later on in the year. Additional fill will be placed over the system to provide a minimum of 3' of cover when complete. This lot will have a break in the center to slope to the west and east with gradual slopes of between 2-5% % which is away from the proposed house and the proposed well. The existing ground will be regraded prior to construction. We propose to drill the well southwest of the house and septic area. There are no public or private wells within 100' of our proposed system location. There is neither surface water within 100' nor any known curtain drains within 50'. We do not expect that there will be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, II~I~) Engineering attachments: On-Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test 'WELL & WASTEWATER SlSPBSAK SYSTE~ H~LT~UIST S/~,LBT 3 DETAILS/SITE PLAN K U A-aF A-2]~ A-2C a . 1 4 ch Ave ND PUBLIC WELLS WITHIN aO0' DF PRDPDSE~ SYSTEM, ND PRIVATE WELLS WITHIN 800' DF PRDPDSE~ SYSTEH EXCEPT AS NDTED, ND SEPTIC SYSTEMS WITHIN 800' OF PEDPDSE~ WELL EXCEPT AS NOTES, DESIGN DETAILS 4 BDRM X 150 GPO = 600 GPO 600 GPO/l,2 GPO PER SQ, FT, (2 MIN/IN,)= 500 SQ, FT 500/(6'(D) X 2'(W)) (6,0' GRAVEL) = 41,7 FT, TRENCH Total depth o? system Is 9,0' Prom orlgln~[ grade, Total depth oF gr(zve[ below distribution pipe is 6.0' . NF1TES, l. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER. 2. INSULATE TRENCHES ~/ITH ;3' HD 3URIAL FDAH.. 3. CONTRACTOR WILL ENSURE NAXIHUN 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL 3E ADDED OVER SYSTEH TD ACHIEVE MIN, 3' COVER IF REQUIRED, PREPARED FOR: DAVE HULTQUIST HULTQUIST HONES, INC, 8340 AZURITE CT, ANCHORAGE, AK 99507 ScoLe~ 1'= 100' PAGE 1 OF 2 ...................... ENGINEERING BOUNDARY: ANMARK oR^~: KMD _~]i~iN~..._[.ANMARK C, mCKEm KMD 20441 PTARMIGAN BIND. K WASTEWATER DISPIISAL SYSTEM HULTQUTST S/D,LBT 3 98- SYS B PrqS HT CB DETAILS 1~50 FC_ .p'R ~lvl~ 4 . #98-a ~ 41,0 4 SD PREPARED FDR: ]}AVE HULTQUIST HULTQUIgT HI]PiES, INC. a340 AZURITE CT. ANCHnRAGE, AK 99507 FIELD BOOKS COMpEl'lED: ~ou~,^r~¥: LANMARK Dr~^',i~: KMD S~KIN¢: LANMARK CHEC~: KMD ^SSUfLT: L.ANMARK ^c,',~ rim 98053.DWG 4./Z7 2655 9805;3 Sco, l,e: 1"= 20' PAGE 2 DF 2 ENGINEERING g0441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 {9o?/696-6n 1/Ftc{ {9o?)696-0nl PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 7- 10- 11 12 13 14 15 16 17 18 19 20 COMMENTS I,' v Municipalityo! Anchorage ~' t49~ J~t DEPARTMENT OF HEALTH & HUMAN SERVICES l,~'e ~:~,,,*. eo**., 825"L" Street, Anchorage, Alaska 99502-0650 ' ~ , Kenneth M. SOILS LOG -- PERCOLATION TEST ff~ ~. CETH6 WAS GROUND WATER .~/~, ENCOUNTERED? DEPTH? pO E M~i~ing? ~d Dal,: SLOPE SITE PLAN A PERCOLATION RATE ~ [m)nutes~inch) PERC HOLE DIAMETER ~// TEST Ru. BETWEE" 5 VT A.D ~ FT . Gross Net Depth to Net Reading Date Time Time Water Drop I ~/-i?~ ~; ~ 5' ~ ~," , ~ z :V7 ~ ~" -... DATE PERFORMEC SLOPE SITE PLAN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~/--Tz//~' /~,/} Z//.~ / 6 7 8 9 10-- 11-- 12 13 14 15 16 17 18 19 20 COMMENTS /~'~'/g~---- .~. \IF YES0 AT WHAT (~g¢ ~}¢' r~ ~f~.¢)DEPTH? Gross Net Depth to Net Reading Date Time Time Water. Drop Depth to Water Alter ,//~,,..~/~ Monitoring? 1'."~r'c/ Da~: PERCOLATION RATE :///'~" (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FI AND q FI ACCORDANCE WI,~ ALL STATE'ND MUNICIPAdUIDELINE' IN EFFECT ON THIS DATE' DATE: PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4-- 5 6 7 8 9 10-- 11-- 12 13 14 15 16 17 18 19- 20- COMMENTS Municipality of Anchorage Y~"~'"~~ I 825 "L" Street. Anchorage. Alaska 99502-0650 S ,~'.,~~ I SOILS LOG -- PERC°LATION TEST [¢~'~;",. CE,711~ ?v .~ j I 'JZ~".. ~/- /~ .... -~ ~ ~ SLOPE SITE PLAN was GROUND WATER ENCOUNTERED? IF YES, AT WHAT DE,TH' E Depth to Water Alter ~ Monitoring?_ ~o/P'~/ Oat Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /"'.1' {m,nutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN /~) FT AND // /..,/ 'Page: t Document Name: ENTERPRISE SERVER PARCEL: 015-272-74-000-99 CARD: 01 OF 01 RESIDENTIAL VACANT LAND STATUS: RENUMBERED TO/FROM: .... 1 HULTQUIST CONSTRUCTION INC SIEFKER #2 LT A2A 2340 AZURITE COURT STE A 0 ANCHORAGE AK 99507 3140 SITE LOT SIZE: 96,263 ---DATE CHANGED ....... DEED CHANGED .... ZONE : R6 OWNER : 07/20/95 BOOK: 2809 PAGE: 0265 TAX DIST: 018 ADDRESS: 12/31/96 DATE: 07/17/95 GRID HRA #: 444444 PLAT: 910030 NOTES : REF 015-272-02 & 09 ................................. -ASSESSMENT HISTORY- ......................... ---LAND-- FINAL VALUE 1996: FINAL VALUE 1997: FINAL VALUE 1998: EXEMPT VALUE 1998: --BUILDING .... TOTAL--- 47,500 0 47,500 47,500 0 47,500 --EXEMPTION--- 47,500 0 47,500 ..... TYPE ..... 0 0 0 STATE EXEMPT 1998: FINAL VALUE 1998: 0 -COMM COUNCIL- 47,500 HUFFMAN O'MALLE Date: 5/1/98 Time: 09:21:22 AM