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HomeMy WebLinkAboutT12N R3W SEC 33 LT 170 S150' ,oK ANCHORAGE AREA BOR .JGH Department of Environmental Quality 3330 g Street Anchorage, Alaska ggs03 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE FROM WELL !(~ INSIDE LENGTH ........ INSIDE WIDTH TILE DRAIN FIELD: [ ,/~0..¢...~ . DISTANCE FROM WELL NUMBER OF LINES ABSORP¥1ON AREA G ¢-*O DEPTH: TOP OF 7ILL TO FtNISII GRADE MANUFACTURER FOUNDATION_ MATERIAL NUMBER OF COMPARTMENTS LIQUID DEPTH LIQUID CAPAC TY (~OO GALLONS. DISTANCE BETWEEN LINES TOTAL LENGTH NEAREST LOT LINE OF LINE~i ..... (.'¢ ~ TRENCH WIDTH(-F~' IN. TOTAL EFFECTIVE SQ. FF. LENGTN OF EACH LINE DEPTH OF FILTER MATERIAL BENEATH TILE'-~) __IN. ABOVE TILE IN, WELL: TYPE ..CONSTRUCTION DEPTH ___DISTANCE FROM: BUILDING NEAREST FOUNDAIION ___, LOT LINE NEAREST SEWERLINE SEPTIC SEEPAGE TANK ___, SYSTEM CESSPOOL OTIIER SOURCES APPROVED DISAPPROVED DISTANCES: SEWER LINE DEPTH: PIPE MATERIAL- LOT SLOPE: . __ . REMARKS: REMARKS DIAGRAM OF SYSTEM Form LQ-032 i)l I::'l:::il:;~llqlZJ",j'J ,. i'll ~::11 'lJ'l i::lJ",][:' h]',,P,,,']]i::-.OIr.,ll,'lii]',jl(:ll i]II[ZIZ]:I ;? ;::'(.:' ;? ?;;il :;J,."hi; J.:].i::'li:.i '.!!;J!:!iC: 'F& 9,1',1 I:R ]i:H J '?l:'J!i: J)j: ;:i',[t (). J::rP~i::i]ih]]lt:,:Iti!iJT il: Obi i .::: I I:::.l J ]Z.,: I !il/ I..IZ::l',lJ:!i t I l [:, ]] I"ll~:l",J'ii; ]] Cil'-,I ]: i!; 1'1 ht:: 1 .lli]",l[i'l l'l ,:: :1] ¥',1 F'l!iZlii:'l' ::, 01:::' 'FILE: '11:~:IE:I",I[:]:I-J OI;i: [:q:;U::l ]: NI:' [ Iii! D lill:: I:,iL:l:::'lll I)F: FI Tt::Ui]'.,IC:H 01;i: F:']:T Zl::~; FHF!:' [:, ]: :ii; l'F:tl",tCI, i: Ei',ETI,IE:I!!i:I'-,I 't'l.lli! S;I..IF:F:FICIZ OF: [iFiUZII.IN[:, F:IJ',Ii::, I Jl~: E',OITOH 01:: ']'HI~ Ei]:':X:::l:::t'vh::t'l'II:)l'-,I ':: ]:N liU];U:i: ;I?L I'.,t0 :!i;LiCl' J,J:[I)l'l.l F:OI:R 1F:l~l",t[::Hli?:k;. Jill: I:il,.:i:l',,,'li:l DliZI:::"I'H :lXi:; FHti: I"I]:NiI"It. II'I I:Z:,E:F::'I'I,t Ii)F: GI:RI::I',,,'I{I I]~li!i:'l-I,.llii:li:~l'.,t ti'U: I])i_III::F:II I I::']:F:'IZ i::iN[:, 'II.U: I~',0'1 IC$'1 CJF: I'llli{ t]~,~l']:t::l',,,'l:::tl']hZtl'.,] ,::Zl:i",t Ii :>'.~:~:~;:iqh.~- -- I?qi== iFCi~'.,ll ~:" .- t1::;:~ t!C.~X ~/~i:~,~i JI- :i[: Ii:;,~ J)iii~: II;::::,, jd-~..,,. ~z ~/~ ~/ ~ >, ,' ,.x'~,.. ~ ~::~:'/'~ ..' ~ IZ['r Iii]:;' F:i i':l F:lriSi!!: ]: Fl,?. :1::11 t'.,tt:~;l::: FIF'I:::'I:;?O',,,'Ii~[) PI..I::II',IT I'll:::l'l' li:l~: ]:I",IF!;'I'F:tl I.IEIi::, [1::: I::1 il]:l I:::l']f;iii; ]] ii ; "r' ll i; 'l 'l l]' l /Xi; t.l:i;li{[:, 'lJ'll:i J_lii:l",lt:Zii'l'l-i ]I:~E; ?::~ii;. I::l IF i:::1 I]]l.l:::l!i;:~; ill: :i?/'i;TE]'"I )~; tltli;li]) I'llli: I ~ ...... ht :~ t't :IRE; ~:h!ii;. (:~, I::'IEEI DEPARTMENT OF ENVIRONMENTAL QUALITY 3530 'IC" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-458 I SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. FINANCED THROUGH SEEPAGE PIT ., DRAIN FIELD NOTE~ THIS PERMIT IE~ NOT VALID WITHOUT SOIL ,£ FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-60 AND THAT THE ABOVE 4040 "B" STREET, ANCHORAGE~ ALASKA 99503 PHONE: 907-279-2581 August 3, 1976 W.Oo #17782 J.Do Electric 1].8 E. International Airport Road Anchorage, Alaska 99502 Subject: Subsurface Investigation for On-site Sewer Sol/2, Lot 170, Sec. 33, T.12N., R.3W., S.M., Ak. Gentlemen: Transmitted herein in accordance with your instructions are the results of the above referenced investigation as performed by us on July 29 and 31, 1976. The scope of this project is investigation for suitability on an on-site sewerage system. Included in this transmittal are: Vicinity Map Figure 1 Explanatory Information SheetS The exploration was conducted using a Nodwell 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 percolation test performed by Mr. Terry Barber, Geologist with Alaska Testlab. The test hole was placed just west of the existing seepage pit. The log os this test hole is included as Table A of this report. In interpreting the log it would be helpful to utilize the explana- tory information contained in Sheets 1 to 3 of this report. For the percolation test, an adjacent test hole was drilled to 9.0', 4.0' above with water table, cased with[a 3/4" diameter slotted PVC pipe and filled with water and left overnight to saturate. On returning the next day, the hole was refilled with water and the drop in the water level carefully monitored over the next 60 minutes. This procedure is not a standardized percolation test, however, we understand that the Anchorage Department of Environmental Quality prefers tests performed in this manner to evaluate a site for a proposed on-site sewerage system. Using the above test, the observed minimum percolation rate was 10.0 minutes per inch. J.D. Electric August 3, 1976 Page 2 The water table was observed at 13.0' during drilling, but it should be noted that the free water level normally fluctuates seasonally and with precipitation. The test hole log was prepared by examinations of the cuttings and the action of the drill. The soil descriptions are qualita- tive and are not necessarily as precise as those obtained from core drill samples. We hope this report meets your present needs. If we can be of further service, please feel free to contact us. Very truly yours., MRN:HRL:gf Attachments Dat!e: July 29, 1976 Logged by: T, Barber S 1/2, Lot 170 Table A W.O. #17782 Depth in Feet From To Soil Description 0.0' 6.0' 6.0' 7.5' 7.5' 13.0' 13.0' 16.0' F-4, light brown gravellz ~ silt, ML damp, medium density, NP. P-l, brown ~y sandy gravel, GM, damp, high density. F-4, brown sandy ~ilt, ML, damp, medi~ density, trace of gravel. NFS/F-2, grey si~ sand, SM, with random gravel, saturated, medium density. Fros% Line: Free Water Level: k6.0 ' None observed 13.0' RE~gtRKS. Soil visually classified in field Test Hole Log -- Description Guide 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 Classificatinn NFS. Fl, F2, F3, F4, see "Soil Classification Chart" Texture of Soil An engineering classification of the soils by particle si~e- and proportion, see "Soil Classification Chart", note the proportions are approximate and modifications to the solt group due to stratification, inclusions and changes iix properties are included. Moisture Content this is a qualitative measure: ~, no or Iirtle apparent surface moisture, damp, tnoistttre forms portion of color, less than plastic bmit, wet, no free water, often soft, if cohesive sod, ~;~turated. free water may bt squeczed our, if ~ free d~aining s'~g; sand. (The moisture content is further definedby reterence to PI, LW, NP, M% or dilarency .) mixtures with or without a fine fraction, del%ced from drilling action dense, very dense. General intent is to portray earthwork characteristics. stiffness - refers to moreq3rdess cohesive soils and fmegrained silts of the clay-silt groups. Derived from drill action and/or sample data. Very soft, soft, stiff, very stiff and [~ard axe commonly used terms. Particle size -. The largest particle recovered by the split spoon is 1-3/8", Shelby tube 3", auger flghts !minute-man 2", Auger tlights (B-SO hollow s~em} 6"-8". Larger particles are described indirectly by action of the drilhng and are referred to as cobbles, 3" to 8", or boulders 8"+. Therefore when reviewing the gradation sheets, if any, the descriptinn on the hole log must be considered tot an indication of larger particles, unified Soil Classification This is a two letter code. See Unified Classificatioq sheet ~r f~ther definition, in some cases AAStlO and/or FAA soil classifications may be shown :is well as the unified. Atterberg Limits useful for fine grained and other plastic sods. PI; natural moisture content believed to be [ess than plastic limit PI~; natural ~no~sture content believed to be between plastic and liquid I~rnit s Rock flour ~ finely ground sod that is not plastic but otherwise appears similar to a clayey slit. Organic Con[ent -- usually described as Peat, PT, sometimes includes discrete particles such as wood, coal, etc. as a modifier to all inorganic soil. Quantity described as; tritce, or an estbnate of volume, or, in case of all organic, - as Peat. This may include tundra, muskeg and bog material. Muck a'modifier used to describe very soft, semi~)rganic deposits us~ua yoccpringbelowa peat deposit. Amorphus peat ~ orgamc particles nearly or fully disintegrated. Fibrous Feat organic particles more-or-tess intact. Bottom of Testhote -- includes last sample interval. Frost Line ~ seasonal frost depth as described by drilling action and/or ~mpies at the time of drilling. Frozen Ground ~ uther than frost hue, described by samples, usually ~cludes description of ice content, often wilt include modified unified C ass ficatinn for frozen soils this is a special case related to permafros5 studies. Free Water Level The free water level noted during drilling. This is not necessarily the static wa~er table at the time of drilling or at other so~s requires observatinn wells or piezometer installations, used only in special ca,es. Blow/6" ~ The number of blows of a 140 weight free fall g 3 to advanc~ ae" spilt spoon 6"; the number of blows for a 12" advance is, by definition, the standard penetration. M% ~ ~atural moisture content of the soil sample, usual[y not ~formed on clean sands or gravels below the water table. S~,, retcrs to 2" split spoon driven into thc soil by 140 ponnd ye gbt, a disturbed sample, ~,ltbin wall tnbc, "Shelby" used to obtain undisturbed samples o(lfinc grained soil, ~,; "grab" disturbed sample from auger flights (,r wall of trench, C, cut sample, undisturbed sample from wall of tr,'nch, Dry Strength a useful indicaror of a soil's ckwey fractiou. N=None, L:Low, M=Mcdium, H:Higlt Group ~ Thc ~mples are placed into apparemly similar groups based -tBAV);J 0 %0[: I~JYHD NOIJNDIJISS¥1D llOS MUNICIPALITY OF ANCHORAGE ' DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FAC[L, ITY 264-4720 Application Date GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) J.¢0(¥/ ~_~ ~- ~Lol-' ~Z[~T'I'~-L~L/~'~.%~') ~,h'~, - /-~,HCtlof~t'~(~- - REcoP. pIH6 f>RG~Ir~T Location (address or directions) Applicant Name ~/~A P, TI ~ (b) ,L~ [~ZTelepbone: Home ~',~- ~/ ~ Business Applicant Address I~O'~O ~d~5~ld~ L/& N b- (c) Applicant is (check one): Lending InstitutiOn ~; ~/builde~; Buyer ~; Other D (explain); (d) Lending Institution ~/k%KA ~/~U Address I L~ oO k~J, (e) Real Estate Company and Agent Address -I'elephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family [~ Multi-Family [] Number of Bedrooms ~" Other WATER SUPPLY Individual Well i~ Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite ~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirma on from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 ENGINEERING FIRM PROVIDING INSPECTIONS, TES'I'S, FILE SEARCH, DATA AND INFORMATION As certified hy my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health , Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, fuectional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality ol Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm L..)_~ ~ t-{- Telephone -- ,~..~. 74, ~ ~"2~:~-'~' Date ~ -~'~ '--~% ~, Engineer's Seal Approved for 1 Z~'Z') bedrooms b~..~-'" ' - Approved .~ __ Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Heagh and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certaio federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued The Municipality ol Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 WELL DATA DEPT. OF HEALTH & ENVJRONMENT^L PROT[~CTION MUNICIPALITY OF ANCHORAGEi(MO/H HEALTH AUTHORITY APPROVAL~ (HAA) CHECKLIST- FEBRUARY 1984 264.4720 ; , RECEI._VF D Legal Description: ~/~- L,~""/-~ Well Classification . ~ ~.t 1% [ ~/~ L~,,~ ( If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) '~ Date Completed _/t,, .t,z~P ~1'"' ~_~ ¢.,,. ~ Yield Total Depth ! -~ ~,, Cased to Depth of Grouting ~ Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments SEPTIC/HOLDING TANK DATA Pump Set 'rAt Sanitary Seal On Casing (Y/N) ~-~ Depression Around Wellhead (Y/N) _ ~ I? ' ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer _ To Nearest Sewer Ser~/ice Line on Lot Date Installed ~ -- I! -7~ Size ~-o,,~:'e~.,.~A I No. of Compartments Standpipes (Y/N) _ ~ Air-tight Caps (Y/N) ~/~ Poundation Cleanout (Y/N) Depression over Tank (Y/N) ~ Date LaSt Pumped _ _~""~'/~-- ~;~ Pumping/Maintenance Contract on File (Y/N) ~ ~ ; for Holding Tank High-Water Alarm (Y/N) ~ Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well I ~,.e:.~ ! · To Building FOundation &, To Property Line ~-c~" To Disposal Field /,~¢ / To Water Main/Service Line J~/./..k~ Course Comments To Stream, Pond, Lake, or Major Drainage Page 1 of 2 72-026{11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata I ¢.,,? _4 ¢ F.'r.///~7~ Type of System Design Date Installed ,¢ - Width of Field ~t'" Depth of Field Gravel Bed Thickness Square Feet of Absorption Area ..~"~:~,c~ :¢.~, ,~, Depression over Field (Y/N) I'~ Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Well t Standpipes Present (Y/N) kC Date of Last Adequacy Test ~¢'"-- l~--,'¢~ ~. To Property Line To Building Foundation Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments ~.,~/'..~'"',,~'.,~.. I To Existing or Abandoned System on ; On Adjoining Lots TO Cutbank (if present) LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I h¢,ve checked, ~r-conformed to all MO~A and HAA guidelines in effect on the date of this inspection. Signed ~.~.-¢-/"~-/'/~-/~/~/.,~ Date ~'" ~--~ Company (/~ MOA No. Receipt NO. -~-G~q ~ Date of Payment ~" ~:~-~:~ Amount: $ ~x~ ,~ O.~_..,, Page 2 of 2 72-026 (11184) Anchorage Fairbanks © /o ~ p,,v,,,. lc, ~ P~cx Anchorage Fairbanks Project Title _~_~3 Page Title W.O. # ~,~'~ '7 Data __,fi'"'-' /9 -~:)~ By Page_~of June 9, 1986 John Kennedy DHEP 825 "L" Street Anchorage, Alaska Re: Health Authority Approval On-Site Water/Sewer T12N, R3W, S33, S 1/2, Lot 170 This letter is to document the fact that the well on ~e subject lot has a casing which extends at least 40 feet below ground level. Very truly yours, ENGINEERING, PLANNING, SURVEYING 2220 L'. 88th Ave./Anchorage, Alaska 99507/Telephone 907-349-6451/34+1352 "Providing a quality personalized sen/ice to those building Alaska's future" rime Date Inspector Time Comments Date r Inspector Condltlenal Appro~/al Date Sewer Installed Pemlit No, Soils Rating Well To Absorption Area Well to Tank Septic Tank Size Holding Tank Size Well Log Received ONLY 1=- APPLICANT FILLS OUT LOWER HALF Pro per t Y own e r -~'?¢-rT'~C~ ¢'J E~-~" -'J¢~"~'-'~\ ' xj ii" Buyer Address Lending Institution Phone Address J Phone Realty Co, & Agent ,Address Legal Description Street Location -,7-. Iv,) 3 Phone Type o.~sld ence [] Single Family Lq Multiple Family Lq Other No. of Bedrooms Water. cSupply Lq Individual E] Community L] Public Utlll~_ Sewag,e"Cisposal El Individual [] Public Utility Lq FloldJ.n~g Tank ATTACH WELL LOG, A well log is required for all wells drilled since June 1975, For wells drill(~(l~p~Cm~ to that (late, give well depth (attach log If available.) , Year Icdlvidual Installed: When Connected to Public ,Utility: ...... NOTE: TIlE INSPEC1]ION FlEE MUST ACCOMPANY EACH I{EQUEST riEFOfiE PROCESSING CAN BE INITIATED. ,Tu~['~/~tTeet/Anchorage, Alaska 99503 274-4561 .~..q~,.~'lU/'~?..'~ /'-~ Date R6ceived April 9, 1976 ~ Time of Inspection Date of I~spection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR l. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 3. Legal Description: 4. Location: Cony. National Bank of Alask~ % Marva Goodson Box 3-3859, Anchorage Kenneth M. Dennison Phone: 279-2506 x 35 Phone: T12N R3W Section 33 S½ of Lot 170 Snow Shoe Lane 5. Type of facility to be inspected Single Family 6. Well Data: Individual A. Type C. Construction 7. Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal 8. Distances: B. Depth No. of bedrooms 2 D. Bacterial Analysis On-site system B. Installer 1. Size 2. Manufacturer 1. Absorption Area 2~ Material Field:Total length of lines A. Well to: Septic tank Nearest lot line B. Foundation to septic tank , Absorption area Other contamination , Absorption area C. Absorption area to nearest lot line EQ-034 (1/74) , Sewer Lines , Page 1 of two pages Page 2 of two pages - Re~ st for Approval of Individual F er & Water Facilities Legal Description Comments Approved T12N R3W Section 33 S½ of Lo~ 170 Disapproved Date Approval~Valid for one year fromidate signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM certify that the information contained in this reque! accurate representation of the subject sewer and water are operating satisfactorily. SIGNED EQ-034 (l/74) t for approval to be a true and facilities and these facilities Date 'GREATER ANCHORAGE ARk,", BOROUGH Department of Environmental Quality ~., Anchorage, Alaska 99503 274-6561 2~18 Tudor Road '.REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES l. Type 2, Property Owner: Mailing Address: 3. Name of Buyer: Mailing Address: 4. Name of Lending of Inspection: CMRO VA ~enneth M. Dennison FHA CONV xx . D.a.,y Phone .Terrence P. ~nd Meg~n G. MoN~lly 2940 East 84th Avenue #2. Day Phone Institut~ on: 272-~¢~,~2 National Bamk of Alaska (Ma~va Goodson) Mailing Address: 5, Name of Realtor or Agent: Arm Rogers/ Area iRealto~s Nailing Address: Box 3-3859 Anchorage, Alaska Phone 279-2~06 3300 "C" Street Anchorage Phone 278~2~2~ 6. Legal Description: T12N R3W Section33 S/2 of Lot 170 Location: 000 Snow Shoe Lane Rabbit Creek~ ~Alaska .Type of Facility to Water Supply Type o'? Slopply: If Individual, if individual, be inspected: Sgl F~ni~l~y Re.$~ide~ Bdrms. 2 · Public Utility indivisua'" l number of dwellings prese~]tly served depth of well Unkno~m Sewage Disposal. System . ,yp~ .of S~ste~: Public Utility if individual, date of installation individual Urd~nown on-site) .__ CERTIFICATE of SURVEY OWNER OF RECORD ................... Nome City $~ote I ke*eby ce~li~y tkal the Iolrc~,ir, g described pro~.erty hot been sufveted by me or under my luper- G -2.~ - 86 DAT~ LIPT - i~.x,','"'>' "2""'F" ~ ./ ~ ~L~..-..~,~.*o*~"":'"I· ~. ~ 'LEGEND' B.L.M. ~ross Cop ~onument Fnd. ~ro*s Cop ~onument, Set~,Fnd.~ Iro~ Pipe~ Set~,Fnd.~ ~/i*s x 30" R.bar, Set~,Fnd ~ Survey Hub & Toc~,Set~,Fnd.~- ,LOTP~ 170 BLOCK UNWIN-SCHEBEN.KORYNTA CONSUL11NG ENGINEERS and SURVEYORS 103 E 261hA~,e Anckoroge, AIo&. 99503 DRAWN 'Dig 'P'~.~J 'J.I 7. i_L- NOIslAIa~tn~; A:IA~II"IS ,,Io 31¥DIJIJ.~'::13