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Home My WebLink AboutROBINDALE LT 13 MUNICIPALITY OF ANCHORAGE ("~"~/~-~., DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION /_.~,~,--~ ENVIRONMENTAL ENGINEERING DIVISION ~__~/2..~ P~-~-. 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE [~J~W LEGAL DESCRIPTION NO. OF BEDROOMS LOCATION Well o,, D STANCE TO: ~- Z I Manufacturer ~.~ ! Liq. capacity in gallons I ,c u,~.=~.^ TO, I ~ ¢ ~ Manufacturer ~ Nc. of lines . Length of ~ach ~1 / I N Top of tile to finish grade ~ ~ Length Width ~ ~ I Type of crib Crib diameter DISTANCE TO: Well ~ ]Class Depth ~ DISTANCE TO Building foundation Absorption area Inside length D~elling Foun.~ ,¢ Total length of lines Material beneath tile Depth Crib depth Building foundation Driller Sewer line OTHER PIPE MATERIALS SOl L TEST RATING INSTALLE~ REMARKS Dwellin~/.I/ ~ wM i~t ,e~z~ ~ Material Nearestlotline Trench~W.W~d~ inches inches PERMIT NO. '7'7 q~ ~'"' No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. Distence ~etween lines Total effective absorption area PERMIT NO. Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Sept c tank Absorpt on area(s) APPROVED DATE LEGAL unicip tyo Anchorage POUCH 6-650 ANCHORAGE, ALASKA 99502 (907) 279-2511 GEORGE ~ SULLIVA~ MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION . (825 "L" Street) January 3, 1978 Bill Mc Kinley Box 8761 Chugiak, Alaska 99567 Subject: Lot 13 Robindale Subdivision Permit #77925 A permit issued by this department for well and/or sewer system has expired. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If there are any further questions, please contact this office at 264-4720. Sincerely, Health and Environmental Protection Sewer and Water Section F:II:::'P L Zi; [:I::11"4"t' t._. L] [; F:I T ]; I] i",l L. EI]it::tL _':, _ tq ,I 'r E ML.E [:'F.:. '.i..]: i';i:OE~]ZN[:,I::ILE "_:;LIE'i:[:,. L. 0 T S:; ]: ;.'.:"_' E T"r'i::'E Eft:' :~;OIL. F:IEL'.:JEtF..'EFt"~OI",I 'Z~¥:STEH iS: TRENCH HFIX:t:HUH NUHEdER Cfi:' E~EDRL-n]HS = THE F.:E(.-';!L1:1: F-'.E:ZC' E; .1: ZE OF:' THE SO t L. F:tEdF.;OF-:F'T .'1: ON :".'~;"r':!7'f'EH :[ :"~i;: E:' lEE t~::" -IF" ['--'ti ==:.iii.,,. ;;;E". .................' ...... '" ~" '-" ~ :::: ................ ~ -" ' ..... THE'. LE:.NGTH !;i:,:[ I'"IEN:L:;:[ ON :[ fi; "f'HE I....E:i'4GTH ,:i :1: N FEET ::' OF ]"HE TRENC'H OR B,B'.Ft I t",iF':~ El_I:'. THE [:,EF:'TH OF- R TRIENE:H Otq'. PIT I::}; THE L]'IE;TFII"4CE E',ETt4EEN THE :E;IJRFF:ICE OF' '1"HE' GRCIUND FIN[:' ]"HE BCITTCIH OF THE EXE:FI',/FTI"ION <IN FEE:T::'. 'I"HERE Z'~~.; NO E;E]" I,.ItL':'TH FOR TI:;..'ENCHE':-":;. THE GRI:::t',/EL t)EF'TH ]; S:'; THE H ;Il i",t Z HLtH [:,EF'"I"H Of'::' GF::f:I',,,'EI.... E',ETNEEN THE EILITF:FIL[.. P ]: F:'E FIN, I:, THE E:Eq]'E$'I OF THEZ E;:.:', '" FI',/RT I O1'.,! ,:: I 1",1 t::'EET >. I ~"'""~O.O F:t F'fll]:~-::]::iGE F'I...i::tt',IT l"il::th.' E,'E INSTRLLE[:, FIT THE PERHITTEE"L--., Ot::'TZOi'-4 251.JELFECT 'l"O THE F'[3L..LX3N I NG CONL:, .'t; T :( O1'4%: :t.. EI'THER Fl CL. Ft::SS Z OF.'.."CZ N:E;Fr F:iPPRO',,,'E[:, PLFINT Hf':l"r' E',E ZNSTRL[..EE-". ;.:.:.'. R CONT];NI...IOU'.E; HI:::t:[NTENFtI',ICE I::IGREEHENT .1."ii; REQLtlRED. ZF:' i:::t t"iRZNTEf',!I:::INCF] FIGI:;;:EEi-"iENT IS:, NOT KEPT [':Ut:~:RENT "r'EIU I"'lR"r' DE RE[;¢.J.ZREE:' TO ENLRRGE THE ::ii;Oi(L. FIE~':;OF::PT :[ ON S;'¢S'1"EH F:IN[:',,'Eff~: '¢Ot..I t'qFl"r' BE ?.,t..JEL_fEC]" T[I F'F.':Edi.:,ECU"FZOI",I. E~F:ICt<;F:']ZL.L. iNC'i Eft:" FIN"r' :E;"r'tE;TEH I.,.I]:THCII...IT F":ZNF:IL. INL:~;F'E[:'1"T3i',t FIND' F:IF:'F'I:;'EI'v't:::t[.. B"r' Ti'"it:5 [:'EF'F:tRTHEN"F 1.4 ]; I....L tE;E ':~. E i'EIZ:"I" TO I::'F.~OE;EE:UTZ i]N. :,~ .:,1 l.l't I"IiNIHLIH [:, :[ E;TFtI',IC:E: E:E:T1,.IEIEN FI NELL FIN[:, FIN'90I'.,I.....E;ITIE ::.:;EI.,.IFII]iE f',I'::::F'EE~;FIL '"" '- ....... J..';i)t.-:.:.l F'EE'I" FEIR Ft I::'R:[',,,'F:ITE 14EL. L OR ;~tE)l..':f~ FE:ET FEIR FI PUE',i_:[[: P.IELL.. Z'TI...II:~]:;' I:;i:E:(;!IJ]:REHENT::~; l"iF:l"r' t:'FI:"I_ . '}5F'EL-::II::ZCFt]"IL]N:'?; FIND Cf]t"Jff;TI:~:'.UCT:[EIN [:, ]: I::IGF.:FII'"I:i5 F~',,,'F~ Z L.F~[~LE TO Z Nsur~:E F'~:Ot::'EI:~: ~. ~.,l:i~,~"Rl._L.~:~"l~ ~: (::$!. *"'". ..... r-"'- ,--- :'E ~,.-. IE::.. ,F=. ~ Il "'II-' ET.~.E ;:-:; F:::" ZE F;i: EE: :~J~.-"i; EZ::, E'.E:: E: EE ~--it EE," EE F:~.". ::'L:.~:: :Ji ....... t CER'I" I F:'V THI:::i"f' ::L: i Rt"'l F'Rt"IlI...;[RI;;: l.q:t:'l"l-..l 'I"HE REQU]:i:~:'.E]"IENTL:; FOR OI'..!.--::L.;]:TE E;EIdER'.::'; F:t?..!D, HELI_:E; F'EtRTH E'er' THE HUN ]: C :t: PFIL ]; T~'r' O1:::' FtNE:HOIRF:IGE. 2: :i: ,k!IL.L. :[N::STFIL. I.... THE S"r'E;"f'EH '.IN F::tCCORDFiI",IE:E H:[TH THE COl)ES. ::ii:: i' UNDIERtF;"I"F:IN[:, THt::IT THE ON-'E;I'T'E E:;Eb.i,ER S","'.iL:;TEH HFI"r' I:;.'.EQLtZRE Et",tL..F:IRGEP1ENT ]:F ]"HE RE':ii; ]: DENCE l E; REHODELE[:, ]"O I NCI.JJ[.':,E HOF.:E ~l"l.-IRh,! ]: FIF'F'L:I:C~ E',:I:L.I.... I'"iCI'::::I:NI...fX'9 ~/ / c'*, V _ . _ April 29, t977 076042 3ill Mo Xinley Box 8761 ~%ohorage~ Alaska 9950~ Subject: Permit Expiration Dear ~Ir, !,5.o Xinley= A peri, it issued by this department for well and/or on-site sewer installation on Lot I3 Robindale Subdivision has expired sinoe th~ issue date exceeds one (t) year. In the even% you s{~ill pla'..% to install the wt~ll and/or on- ~ite sewer systen%~ a ne%~ perr.qi~ is require(l. ~he original soil test may be used ~o obtain a curren~ perr~tito ~f %he well has been drilled, a well lo9' sho~.ltd be sent to this ~eparty~lent to document the installation date. If you have auy q,aestions regarding the above matter~ please do not hesitate to contact this office L~uediately at 279- 2511, eztension 224 or 225. Sincerely, Sanitari~: L~B. 1 j h DEPFI[~.:'TPllENT CLErk HE:FILTH FIN[.'., EN',/I F.:CINP~ENTFI[... F~?FFf'~CT'i ON ~:J:E~:].[3 IE.' J[:,CIR !RI::,.., ,~NC:H("J[~:F4GE., FIK :' .C~'? ...... T'T'F'E OF' E;O i L FI[~:25OF~:F"I" I ON '""::, T'¢"'~'FTM.:' ~ m~ ~ ...... T[?EN "':H NLIHE:E[;~: ElF' [3EE:,[?.OCff'IS; ]~: THE; I:;i:E:(;!UIRI;E[::, ::,..¢:.E. OF' "I'FIE: '=OIL REJ%Oi~'.PTZEIN THE HZNZI'"tUH DEF'TH JF G[('.I~VEL.. BE. 14E. b.N 'THE OUTI.:'RLL.. PZPE RN[:, THE E.,'.,...HcHI ~C)N BOTTOH ;[ E; E F:'T THEF..'E :[:E; NO E;E:']" HtD'I"H [;OR TRE]'.,It']HES. FOR THE DEPTH C]F' 'I"RE:NCH EIR F']:T :IS; THE: D ZE;'f'FINCE BET E[O'F'i"(:]H OF:' TH[E THE L.ENCiFFH [:, ~ HE:NE; ].' ON .'[ ~; THE': L_EENGTH OF ERCH LENC~'TH CIF THE 'f'f~E::NCI~!., OR D,~'.f~INFIEt..D. 'THE F;i'.E(::¢J i I~!ED [~;[-EF'TI E: TANK ~E; I ZE ~ E; BRC:F'.':F:'I L.L.:[ N[~ OF FIN'.r' E;'¢:STEt"I I.,J :1: THOU'F F ]: NRL BE %UEL'rE(:::T 'TO F'F.'EdSEE:LJT.t.' Oiq. H];NZHLIH E:,:[~;'f'RhlCE FI.;.:OH I.,JEL. L 'f'O I::iN¥ SE:PT'.[. E;k.%TEH ZE; :t.O.t.'i.~ I-::"i" F.'CtF;! f:l PRZ',,,'RTEHELL F:IN[::, SE'Bi: i F' ][ C:F:I'F Z [INS; FIN[.':' I]:(]N'J.:;TF..'I..ICT I [:IN g I 'HE HiDTH IE; ]:FT. 3F.:OUN[:, :E;LIF~:FFICE FIN[;, 'f'HE 5E[EF'FIC~iE PIT ELF.': THE [.,E. FP[-.. [HEN I I.,.IIL..L T H ]: :F~; ........ "- "' ......... :I:~C:KR~]E; F'LRN'F "-' R S50 Z L. RE::E;ORP'T'r ON OF~. FI F IJE L. Z C: HELL. LF~E:L.E 'TO ZNEI F."E PROPER ]: hiE; TF4[, .L. FIT R~; ~SE:] F:'CI[~:TH E¢'r' 'THE HUN :[ C: :[ F'FIL I T'T' (]IF ~(4C:f"lEff;~iZiE: ~ff',l[:' 141 L-L :[ F,I$'TFILL :[ f',l RCC:ORE:'RNC:E 14 :[ TH THE: CO[:,E:. Test Hole 1 Depth in Feet From .... To 0.0' .- 20.0' Table A .Date: March 12, 1976 Logged By: Terry Barber W.O. #17628 · ' ' ' ' Soil Description F-2, broWn· sil'ty,-very gravelly sand, SM, damp, subrounded particles to 1/~" Bo%tom of Test Hole: Frost Line: Free Water Level 20.0' 1.5' None Observed 4040 "B" STREET, ANCHORAG'E, ALASKA 99503 PHONE: 907-279-2581 March 16,' 1976 W.O. #17628 Peters Creek Mr. Bill McKinley Box 8761 Anchorage, AK · 99508 Subject: Subsurface Investigation - Lot 13, Robindale Subdivision Peters Creek Area . Dear Mr. McKinley: Transmitted herein in accordance with your instructions are ~he results of the above referenced investigation as performed by us on March 12 and 15, 1976. The scope of this ~roject .is inves{igation for suitability of an on-site sewerage system. Included in this transmittal are: Test Hole Log Explanatory Information Table A Sheets 1-3 The exploration was conducted using a track mounted Mobile Drill model B-50 drill rig with a continuous flight solid stem auger.' The rig is owned and operated by Denali Drilling, Inc. Drilling was supervised, the test holes logged and the percolation test run by Mr. Terry Barber. The log of the test hole is included as Table A of this report. In interpreting the log it would be helpful to utilize the explanatory information contained in Sheets 1 to 3 of this report. When drilling was completed a 3/4" slotted PVC pipe was in- serted in the hole to aid in determining the free water level. For the percolation test, the test hole was filled with water and left overnight to saturate. On returning the hole was refilled with water and the drop in, %he water level carefully monitored over the next 60 minutes. This procedure is not a standardized percolation test, how- ever, we understand that the Anchorage Department of Emviron- mental Quality prefers tests performed in this manner to evaluate a site for a proposed on-site sewerage system. mr. Bill Mckinley Ma~ch 16~ 1976 ,Page 2 Using the above test, the observed minimum percolation rate was 3.3 minutes/inch. No water table was observed during drilling, but'it should be noted that the free water level normally fluctuates seasonally and with precipitation. We hope this report meets your present needs. If we can be of further service, please do not hesitate to contact us. Very truly yours, ALASKA TESTLAB Laboratory Supervisor MRN:rb Enclosures Test Hole Log - Description Guide The soil descriptions shown on the logs are the best estimate of the soil's characteristics at the time of field examination and as such do not achieve the precision of a laboratory testing procedure. If the log includes soils samples, those samples receive an independent textural classification in the laboratory to verify the field examination. The logs often include the following items: Depth Interval -- usually shown to 0.1 foot, within that zone no significant change in soil type was observed through drill action, direct observation or sampling. Frost Classification -- NFS, Fl, F2, F3, F4, see "Soil Classification Chart" Texture of Soil - An engineering classification of the soils by particle size and proportion, see "SOO Classification Chart", note the proportions are approximate and modifications to the soil group due to stratification, inclusions and changes in properties are included. Moisture Content -- this is'a qualitative measure: dr~, no or little apparent surface moisture, damp, moisture forms portion of color, less tha~ plastic limit, wet, no free water, often soft, if cohesive soil, saturated, free water may be squeezed out, ifa free draining soil; dilatent at natural moisture content, if a non-plastic silt or fine sand. (The moisture content is further definedby reference to PI, ' LW, NP, M% or dilate ney.) Density -- refers to more-ordess non-cohesive soils, such as sand gravel mixtures with or without a fine fraction, derived from drilling action and/or sample data; usually described as: very loose, loose, medium dense, very dense. General intent is to portray earthwork characteristics. Stiffness - refers to more-or-less cohesive soils and fine grained silts of the clay-silt groups. Derived from drill action and/or sample data. Very soft, soft, stiff, very stiff and hard are commonly used terms. Particle size - The largest particle recovered by.the split spoon.is 1-3/8", Shelby tube 3", auger flights (minute-man) 2", Auger flights (B-50 hollo~v stem) 6"-8". Larger particles are described indirectly by action of the drilling and are referred to as cobbles, 3" to 8", or boulders 8"+. Therefore when revimving the gradation sheets, if any, the description on the hole log must be considered for an indication of larger particles. Unified Soil Classification - This is a two letter code. See Unified Classification sheet for further definition. In some cases AASHO and/or FAA soil classifications may be sho~wa as well as the unified. Atterbcrg Limits -- useful for fine grained and other plastic soils. P1; natural moisture content believed to be less than plastic limit PI+; natural moisture content believed to be between plastic and liquid limits L~v+; natural moisture content believed to be greater than liquid limit . NP; non-plastic, useful as a modifyiug description of some silty ~terials. Dilatenc7_ - is thc ability of wat/~r to migrate to the surface of a saturated or nearly saturated soil sample when vibrated or johcd - used as an aid to determine it'a flue grained soil is a slightly or non-plastic Rock flour - finely ground soil that is not plastic but otherwise appears iimilar to ii clayey silt. Organic Content - usually described as Peat, PT, sometimes includes discrete particles such as wood, coal, etc. as a modifier to an inorganic soil. Quantity described as; trace, or an estimate of volume, or, in case of all organic, - as Peat. This may include tundra, muikeg and bog material. Muck -- a modifier used to describe very soft, semi-organic deposits usually occuring below a peat deposit. .Amorphus peat - organic particlei nearly or fully disinteg/ated. Fibrous Peat - organic particles more-or-less intact. Bottom of Testhole -- includes last sample interval. Frost Line -- seasonal frost depth as described by drilling action and/or samples at the time of drilling. Frozen Ground - other than frost line, described by samples, usually. includes description of ice content, often will include modified Unified Classification for frozen soils - this is a special case related to permafrost studies. Free Water ·Level - The free water level noted during drilling. This is not necessarily the static warm: table at tile dine of drilling or at other seasons. Static water table determination in other than very permeable soils requires observation wells or piezometer installations, used only in special cases. Blow/6" - The number of blows Of a 140 weight /-ree falling 30" to a-dvance a 2" split spoon 6"; the number of blows for a 12" advance is, by definition, the standard penetration. ,,4% - natural moisture content of the soil sample, usually not' perle(reed on clean sands or gravels below the xvater table. Type of Sample - S__P, refers to 2" split spoon driven into the soil by 140 pound weight, a disturbed sample, S, thin wall tube, "Shelby" used to obtain undisturbed samples of fine grained soil, G, "grab" disturbed sample from auger flights or wall of trench, C, cut sample, undisturbed sample from wall of trench. Dr}, Strength - a useful indicator of a soil's clayey fiaction, N=None, L=Low, M=Mediuln, H=High Groul~ - The samples are placed into apparently similar groups based on color itud texture and are arbitrarily assigned a group letter. Further distnrbed'tcsts including Atterberg 1,traits, grain size, moistm-e-density relationsldp, cfc. nlay be tlt2rl'ornled ell tile group and are asstnned re) reflect the general distrubcd characteristics of the soils assigned to the group. This is an importaut phase of the soil analysis alld is used to standardize the various qualitative determinations aud to rcdnce the number of quantitative tests necessary to dcscril)e tb6 soil mass. SOIL CLASSIFICATION C ART 30% GRAVEL CLAY IA. CLAYEY CLAYEY CLAYEY \ OR\ OR SI LTY SI LTY SILTY SAND GRAVELLY SAND SANDY GRAVEL CLAYEY SILTY GRAVEL SAND GRAVELLY SAND GRAVEL GRAVEL 0 10 20 30 40 50 60 70 80 90 lO0 GRAVEL (+#4 SCREEN) % BY WEIGHT NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 mm. GROUPS OF FROST-SUSCEPTIBLE SOILS: F! GRAVELLY SOILS CON.TAINING BETWEEN 3 AND 20% FINER THAN 0.02 mm. F2 SANDY SOILS CONTAINING BETWEEN 3 AND 15% FINER THAN 0.02 mm. F3 a. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THANO.02 mm. AND SANDY SOILS (EXCEPT FINE SILTY, SANDS) CONTAINING MORE THAN ]5% FINER THAN 0.02 mm. b. CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS. F4 a. ALL SILTS INCLUDING SANDY SILTS. b. FINE SILTY SANDS CONTAINING MORE THAN 15% FINER THAN0.02 mm. c. LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN.12. d. VARVED CLAYS. · " ~ MUNICIPALITY OF ANCHORAGE ; ,, MUNICIPALITY OF ANCHORAGE DEPT OF I!:ALTH & '" DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTi~i~iRON~EN1-AL F';'Oi'ECT ON 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION ,J~i~J 1 0 1980 Telephone 264-4720 ~CE/~I E h A.. OVA. DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. 1, PROPERTY OWNER PHONE William D. McKinley 349-9873 MAILING ADDRESS Box 8761 - Anchorage, AK 99508 PROPERTY RESIDENT {If different from above) PHONE 2. BUYER PHONE William D, McKinley 349-9873 MAILING ADDRESS Bo× 8761 = Anchorage. AK 99508 3, LENDING INSTITUTION I PHONE Alaska Statebank ~b%'- ~~1 279-7637 X38 MAILING ADDRESS 310 E. Northern Li~h.tS Bouleva. rd~ Anchor~$e~ AK 9.9503 4, REALTOR/AGENT PHONE N/A MAILING ADDRESS N/A .......... 5. LEGAL DESCRIPTION Lot 13, R~obind~le ;TR EET LOCATION NHN Sunny,s%de Street 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One [] Four [] Other~ [~ SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY E~ Three [] Six 7. WATER SUPPLY [] INDIVIDUAL* COMMUNITY [] PUBLIC UTILITY *ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM [~ INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date 1.978 .. If system is over two (2) years old an adequacy test is required [] PUBLIC UTI LITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED, 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATL~- DATE DATE I NSP ECTOR INSPECTOR INSPECTOR 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS [~t SINGLE FAMILY [] ONE ~ THREE [] FIVE E~ OTHER [] MULTIPLE FAMILY ~ TWO [] FOUR [] SIX : PERMIT NUMBER [] INDIVIDUAL DEPTH OF WELL L~ COMMUNITY DATE DRILLED I~] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SI;WAGE DISPOSAL SYSTEM PERMIT NUMBER [~]INDIVIDUAL/ON -SITE DATE INSTALLED · "' []PUBLIC UTILITY Connection Verified I NST)~)L L ER ~]~] Septic Tank or ~ Holding Tank _ ~'~' Si~ze:_/-.z~[L3~,~-~ If Tank is homemade 8OIL8 RATING give dimensions: TYPE~-O F TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES Septic/Holding Tank Absorption Area Sewer Line I Nearest Lot Line WELL TO: Absol:~tion Area to nearest Lot Line 5, COMMENTS [] CONDITIONAL APPROVAL (letter rr~u'~ accompany certificate) LEGAL DESCRIPTION 72-010 (Rev, 3/78) 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 C;EO,qGE M, SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTALPRO-rFCT ON June 26, 1980 Thomas Pufnock 1555 Nelchina #8 Anchorage, Alaska 99501 Subject: Community Well Serving Robindale Subdivision The community well serving the nine(9) lots in the above subject subdivision in now approved. Before any new construction or any other connections, there must be prior approval through this office. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: Alaska Statebank % Donna 310 East Northern Lights Boulevard Steve Stanley Star Route Box 1193 99567 William D. Mc Kinley Box 8761 99508 Robindale Subdivision File 99503 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-41 '11 GEORGE M. SULLIVAN, MAYOR DEPARTMENFOF HEALTH AND ENVIRONMENTAt_PROTECTION June 12, 1980 William D. Mc Kinley Box 8761 Anchorage, Alaska 99508 Subject: Lot 13 Robindale Subdivision Approval for your individual sewer and water facilities can not be granted until the following items have been completed: (1) The comm]unity well serving the Robindale Subdivision is not approved by this department. Therefore, before we~'may approve the request, an individual well will need to be drilled on the subject property. (2) Prior to the drilling, a well permit will need to be issued by this department. (3) A well log submitted to this department for our review of the new well. (4) A water sample taken for bacterial analysis on the~ new well. If there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw CC: Alaska Statebank Mortgage Loan Department 310 East Northern Lights Boulevard 99503