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Home My WebLink AboutT15N R1W SEC 8 LT 103T15N R1W Sec. 8 Lot 103 #051 -152-02 O Municipality of Anchorage Development Services Department Building Safety Division ~,~ On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: sw,'- ~,_- O~ ¢5 ~,. i i PIn Number: ....... (~ ~-/- / ~',2 - 0,:2_., EUGENE AND DOROTHY CYRUS Wastewater System: [] New [] Upgrade Address: P.O. BOX 670797, CHUGIAK AK 99567 ABSORPTION FIELD Phone: Number of Bedrooms: 907-250-1180 3 ~r Deep Trench [] Shallow Trench [] Bed [] Mound [] Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION 1.2 GPD~F¢ 8.0 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 103 2.7 Ft. 5.3 Ft. Township: 15N Range: 1W Section: 6 Fill added above original grade: Gravel Length: 1.3-1.9 Ft. 61.0 Ft. Gravel width: Number of lines: Distance between lines: Well: [] New [] Upgrade 3.0 Ft. 1 N/A Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: EXISTING PRIVATE Ft. Ft. 622.22 Ft2 ASTM3034/ABS/F810 Driller: Date Drilled: Static Water Level: Installer: Date Installed: Ft. TVVEED EXCAVATION 11/16/09 Yield: GPM Pump Set at: Ft. Casing Height Above Ground:Ft. TAN K SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~ To Septic Absorption Lift Holding ~ublic/Private Manufacturer: Capacity: Tank Field Station Tank Sewer Line PREMIER PLASTICS 1000 Gal. Material: Number of Compartments: Well 100'+ 100'+ N/A N/A 25'+ H DPE 2 Su~eoeWeter 100'+ 100'+ ............................ ~ / LIFT STATION Size: Manufacturer: Lot Line 5'+ 10'+ ........................... N/A Gal. "Pump on~ level at: "Pump off" level at: in. High water alarm at: Foundation 5'+ 10'+ ........................... in. in. Curtain Drain NONE KNOWN ............................ Pump Make & Model Electrical Inspections performed by: Remarks: CONDITIONAL APPROVAL: BENCH MARK Location and Description: WAITING FOR FINALIZED ASBUILT SURVEY TO CONFIRM BOTTOM OF SIDING @ POINT B Assumed Elevation: SEPTIC SYSTEM PLACEMENT. DIVERTER VALVE INSTALLED, 100.0 Ft. EXISTING TRENCH SAVED FOR FUTURE USE. Inspections performed by: Dates: 1et 11/16/09 Development Services Department Approval Conditional Approval/~~/'/~// /A'2~ Date: ~2~ -~ ]~/ Reviewed andapprovedby: ~/~;/~ ~o-~ Date: C/_/~-'m~//t' · PER.~X? ~0. SW090211 PAGE 2 OF MunicipaLi~cy oF Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, L~700 BRAGAW STREET P.D. Box 196650 e Ancho~Qge, A[OS~<Q 99519-66~50 e Tetephone: (907).343-7904 · www.ci.oncho~,.~o,cje.ok.u. ON-SITE WASTEWATER DISPOSAL 5YSTEH AND/OR WELL INSPECTION NEPOR' LEGAL TRACT 15N; R1W; SEC 8; LOT 10.3 P.LD. NO. 051--152--02 MCKINLEY LANE i I I · :~:,:-~' I -- ,~ ~ ~,-'~"~ ~.~ · PER.~flT NO SW090211 PACE $ OF 3 Municipcdi-t:y oF Anchonc~ge DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, /,700 BRAGAW STREET P.E]. Box 196650 e Anchomage, Ataska 99519-6650 e Tetephone: (907) 343-7904 ·www.ci.anchor'aCle.ak.u, ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION RC:POR" .[,~CAL TRACT 15N; RIW; SEC 8; LOT 103 P.I.D. NO. 051-152-02 TOP OF TANK = 96.2' INLET = 95.0'-Ji I'--OUTLET = 94.8' A B C FCO 11.0' ST1 23.3' 25.2' ST2 23.0' 28.7' DBL1 23.2' 30.6' DBL2 2.3.3' 31.3' DV 42.7' 17.3' C01 45.6' 27.0' MT1 46.4' 28.8' C02 ,36.7' MT2 ,36.5' C01=95.3' TMT 21.9' ,30.6' FINAL GRADE --~ 1fly c02=95.9, 6,__~, 42.1, 17.3, O~lOl~fL-2~::_.~~-- ~F-- 2" [NSULA?ION GRADE 94.0' L-'~'""-- CO1 =91.3' N. 'r. s. C02=91.3' I NO WATER FOUND I '~?,,b.......~e,~,' I 8o.o' B.o.m ~. ¥" ~ MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 14, 2009 Expiration Date: Oct 14, 2010 Permit Number: SW090211 Legal Description: T15N R1W SEC 8 LT 103 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: EUGENE & DOROTHY CYRUS Owner Address: PO BOX 670797 CHUGIAK, AK 99567-0797 Parcel ID: 051-152-02 Site Address: 020312 CYRUS ST Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be Jn accordance with: 1. The attached approved design. 2. Ail requirements specified in Anchorage Municipal 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under consb'uction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343~7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O Mailing address PP g~ ~707q7 Legal description (Township, Range & Section) Lot Size ]0~r ?OD Sq. Ft. Day phone Zip Code Zip Code Number of Bedrooms kA-Io THIS APPLICATION IS FOR (~;~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial [] Septic Tank [] Upgrade [~ Holding Tank [] Renewal [] Priw [] Private Well [] Water Storage [] I cedify that the above information is correct. I further certify that this application is being made for a S~y Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) PermitJRush Fees: Date of Payment: Receipt Number:. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. Pannone En§ineerin§ Services LLC Steven R. Pannone, P.E., Principal Ucensed & Registered in Alaska and Florida E-maih steve~panenRak.c0m October 9, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box :196650 Anchorage, Alaska 995:19 Re: T15N RIW SEC8 LTl03 Septic System Upgrade Ladies and Gentlemen: I am writing to request that a permit to construct a new septic system be issued for this property. The proposed system will serve an existing three-bedroom house. The proposed scope of work is to install a new 1000 gallon septic tank and absorption system to replace the current system that is in failure. Soils Investigation: A soils exploration was completed in September of 2009 by Pannone Engineering Svc. The soils encountered were poorly graded gravels and sand in the area where the new drain field will be installed. The percolation rate of the soil based on the test performed was found to be approximately 5 rain/in. Bedrock and ground water were not encountered in the test pit. Ground water was not observed after the water monitoring period. Based on the soil investigation and the water monitoring performed to date, I believe the best system would be a conventional septic system using an application rate of 1.2gpd/sf. Trench Design: a. Percolation Rate: b. Application Rate: ~ ~.2 gpd/sf ~0~ f, .~.~. ,~ c. NumberofBedrooms: d. Design Flow: e. Min. Absorption Area: / f. Total depth: g. Effective Depth: / 5.0feet / h. Width: ~,,, 3_.0feet ~ I. Reduction Factor: - j. Minimum Length: Mailing: P.O. Box 1029 ~' Physical: 11301 Olive Lane, Anchorage, AI~ 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 k. Design Length: 60 feet I. Effective Absorption Area: 600sf m. Septic Tank Size: lO00g steel Septic tank 3. Surface Water: There is no surface water within 200 feet of the proposed installation. 4. Topography: The average topography In the area of the proposed septic system is approximately twenty percent to the north. S. Future Development: The proposed Installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-g218. Attachments: Sincerely, Steven R. Pannone, P. E. Principal Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 , , ,THIS PROJECT ~ ~ ~ / MCKINLEY LANE ' UNDEVELOPED uJ ' ' 20% 20% 20% ' ' PROPO ED FIELD~ ' ' i TH 1 [ ~100 WELL RADI¢S ~ ~ TES~ HOLE ,' / PROPOSED ~ ~NK ' X ' , EXIST C FIE DJ F ~2 ~ / EXIS G TA~K , / ~ HO~SE ~ ' X , SEPTIC ~ / ' TiNG WEL ~ APPROX. LO~ION I SEPTIC AR~ I ~ ~ ..... ~ . 10/9/09 P.O. BOX 100217 ANCHORAGE. AK 99510 ff~g. ISSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~.:~~{ 1'=1oo' "'.. ~.~.~. NO T15N RIW SEC 8 LT 103 ~ ~5~-~52-o: Eugene ond Doro[hy C~us 9~.. c[ 8149 '~' ~ ~[~,,1 ~o. 20312 C~u, Street h%2... ..~ PLAN Anchorage. AK 99567 'I~¢~ Sheet 20% 20% TH 1 PROPOSED DEEP TRENCH PROPOSED 1000 GAL SE ~TIC TANK .-, ~,.-.-~ ~ / w/oco \ ~x~s~'o ~. ~ ~'~ ...... 2'- IN FAILURE, TO ~E ~ ONNECT TO EXISTING "D ~ /102.1 STIC TANK EXISTING PD. ONED AN-~ . TO BE ABANI U CRUSHED PER CODE ~~ ~ w~ NOTES: ISSUED FOR CONSTRUC'DON PLAN PANNONE ENG SVC, I J C P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907} 272-8211 T15N RIW SEC 8 LT 103 Eugene and Dorothy Cyrus 20312 C~'us Street Anchorage, AK 99.567 , ;*:":~ 7~" '".*~,, ~"~'. CE 8149 .~-~ '4'~.. ........ .~ :)ate 10/9/09 1'=50' D51-152-0: PERMIT NO. SWxxxxxx Sheet 20F4 TEST HOL£! SOILS LOG - PERCOLATION TEST OR ROOT MAMS SLOPE ML BROWN SILTS , :TEST ~4 I W~ GROUND WATER SLOPE BOH ENCOU~ERED? ~ DATE PERFORMED: 0~10~ IF YES, AT ~T TH DEPTH? ~.' pEPTH TO WATER A~E~ DATE: DRY 9~ PERO~TION ~TE 5 (min~nch} PERC HOLE DIAM~ER 6 rEST RUN B~EEN 5 ~D 6 ~ COMMENTS: Test hole excavated by ~Jnstone ~nst~ction. Test Hole was prcsoakcd ~forc ~rc test. PSR~ORMED BY: S~evcn R. Pannone, P.E. I CE~I~ THAT THIS T~ST WAS PRRFORMED IN ACCORDANCE WITH ALL STATB AND MUNICIPAL GUIDL]NES IN ~FYB~ ON THB DATB O~ T~IS TBST. iSSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~" ~)~'(~'i Sco~e ~*."49 T15N RlW SEC 8 LT 103 ~~' Eugene end Dorothy C~us .~~E~&~.~ )5~-~52-o: 20312 C~us Stree[ SOILS LOG Anchorage, AK 99567 SPECIAL PROVISIONS TO SPECI:!CATiONS 1, ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE AI-rACHED SPECIFICATIONS. .3. SCOPE OF WORK: 3-BEDROOM HOUSE UPGRADE, NEW 1000g SEPTIC TANK, ABANDON EX~STING TANK PER CODE, NEW DEEP TRENCH PER PLANS AND DETAIL. 4. GROUNDWATER IS NOT EXPECTED TO DE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 20 F"r. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. EXISTING TANK SHALL BE ABANDONED IN ACCORDANCE WITH THE CODE BY PUMPING, CRUSHING. AND FILLING WITH COMPACTED CLEAN EARTH MATERIAL. DIVERTER VALVE WILL BE INSTALLED FOR REUSE OF EX~STING FIELD IN THE FUTURE PROPOSED ~TEM .~.~.~ FILL -o.s o._~, klL p;pe inv. ENCOUNTERED *"~ .~' Typ. -I, ~-'¢H SECTION DESIGN PARAMETERS .ABBREV ATIONS LEGEND. RESERVE SEPTIC SYSTEM CU COPPER WATER LINE/ NO. BEDROOM: .3 (450 §pd) DiP DUCTILE IRON PtPE WELL RADIUS TANK SIZE: 1,000 gallon TH TEST HOLE PERC. RATE: I-5 MPI FC FOUNDATION CLEAN OUT EXIST'G SEPTIC SO:L RATING: 1.2 gpd/SF T~ TANK CLEAN OUT NO. AREA RQD: 375 SF SYS. TYPE: DEEP TRENCH, 5.0' E.D. C# CLEAN OUT NO. NEW SEPTIC MIN LENGTH: .37.5 LF M# MONITOR TUBE NO. USE: R,L RIGID INSULATION ,, CHAINLINK FENCE 60LFx3.O'WlDE,5.O'ED,8.0' TD DCO DOUBLE CLEAN OUT TOTAL AREA: 600 SF DV DIVERTER VALVE FS FLOW SPLITTER ,SSUED FOR CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~W."49~___ Scole NTS RIW SEC 8 LT 103 ~-~-'~--~ ~)S1-152-02 T15N PERMIT NO. DESION NOTES Anchoroge, AK 99567 oGREA, ER ANCHORAGE AREA BOR, JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SEPTIC TANK: DISTANCE ~- FROM WELL INSIDE LENGTH_ MANUFACTURE*~._ ~¢~- ~.¢2'~ C? ¢"'~_COMPARTMENTS_ INSIDE WIDTH LIQUID DEPTH__ LIQUID CAPACITY_ / ~¢"~r-d GALLONS. SFEPAGE PIT: NUMBER OF PITS I . DIAMETER _ OR WIDTH ~?, LENGT,H ~/, DEPTH c~ DIAMETER___DEPTH ',¢"-DISTANCE FROM: WELL TOTAL EFFECTIVE ,---- c~.// BUILDING FOUNDATION ~ NEAREST LOT LINE . ABSORPTION AREA (WALL AREA)__ ~ .Sq. FT. ADDITIONAL ABSORPTION WELL: TYPE BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION_ NEAREST LOT LINE OTHER SOURCES__ OISAPPROVED NEAREST SEWER LINE REMARKS____ DEPTH__ DISTANCE FROM: SEPTIC SEEPAGE TANK , SYSTEM DISTANCES: INSTALLED BY: /1"'17~'/( '''5' PIPE MATERIAL: LOT SLOPE: REMARKS: DIAGRAM OF SYSTEM DATE /.4 - ~ 5''~' ~_~ APPROVE by A & L DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA 99577 · TELEPHONE694-2588 OWNER OF LAND ,,?;.C i /:: !~ : fi ADDRESS LEGAL DESCRIPTION:~ ': ~ ' :~" DATE-Started ' _ Ended ERM T NUM E. 7A DEl)TH OF WELL . STATIC LEVEl. OF WATER FT. DRAW DOWN FT. ' GALS, PER HR r KIND OF CASING , KIND OF FORMATION: From Ft. to_ Ft. From____Ft. to _Ft. From Et, to : Ft. From Ft. to : Ft. From Ft. to ' :~ O_Ft, From , F't. to , ~ Ft. From Ft. to , Ft. From Ft. to_ /' ~Ft. From Ft. to · > ~ Ft. From ____ Ft. to_ 3 Ft. From __Ft. to _Ft. From Ft. to_~_ Ft From Ft. to__ Ft From Ft. to_ _Ft Frolll Ft. to Ft. From Ft. to Ft. From Ft. to__ From From From .Ft, to Ft. to ___ _ Ft. to Ft, to Frmn___ Ft. to_ From Ft. to Fxom Ft. to From Ft. to. __ From __Ft. to ___ Ft. to From Ft. to From ___Ft. to___ From __Ft. to_ From ~Ft. to_ From Ft. to From Ft. to From ___Ft, to_ ~_Ft Ft, Ft Ft, Ft, Ft. Ft. Ft. Ft Ft Ft Ft Ft ___.Ft. Ft. Ft MISCL. INFORMATION: DRILLER'S NAME I'::'IE I",iff,11-I' Nil;). I I I ].... t,II i .JEIC:I':IT ]: IEIF,I l.. E I:~i i'::l t -IH[i: RE[;!UIF]:EE:' =,.[~.~;: 01= THE ....... If E:,: .LF II.iq ..~..IE.i'l .(=,: ' ' ' - "' " ..... I t, E,I 4 ..I I "I;i' E:,I;i:F:I ]: Iql=' ]: li[I,..E:'. 'I'HEi: I...E~l",!l:Ji"l'l-'l I..iiIE. IL....[...I't .I._. THE LLIL.~IH FIN FLEET> CIF "I'HE ""; .... ' 1HE E:,E:;F:'TH CF' FI I[.E.H...H "'P F']]T .[.:, THE; [.I=,J F,I..[: G[~'.CIUF4[:, Ri",IE:, 'THE] EH:3T'I'OM OF TH[E L.. ~. ~1]. I,I ,:: ]]1",1 FEET::,. I'1 iEl:~:E ]::5 IqE~ ~;IE'T H I [;'lH F'" I:(' 'FRE:iq ']l"lE~i. THE ' ""- ~1. [ , I .L E:ETI.4EIEi",I THIE EII..I'FF'F:ILL J J.I I. I bl. DEF::'TH ].=, 'THE MIN];I'"ILIP1 DEPTH OF' ";" ' ...... I::II",iE;, THEE E:[3'I'F[:II"i iii:: THE E:::.::I:::f:I'v'F:FI':[CIN ,::]:N F:'IEE"I'::,. I;.....I..I ].L..L...I. I I. [:)F FII",Fr' _.,'r=, EJ'I I.,J]:'I'HEILI'F F:':[NRL .[N=,F E..I .I. "lq FtI",IE:, F+h. I_ :.- [;,i~I:::'F:II;~:FJ"tI!EI"41' I.,.I]:LL. li!:E 'J!;I..IEiL.:fE::I::T FI:I F'F,~:CI~SEI::LFI'I[3N. t'l ;l: )",l :t l"tl.li'l [::,]::ii;'IF:Ii",IC:E!: L::E'FHEIEI",I F:I I.,.IEI.I.. f:lN[:, I=ll"~"r' EII",I'-":E;]:'FE '.:J;E:I4FI[3E ~l.I;-){i} F:'[~:ETi' I:::CI[,~: F:I I::'f'~:]:"/FtTE!: I.,JEL[... 01'?. 2~!~11;(1 [:L::E'F FI'_')[~'. R I:::'LI[:~:[_]:C HIELL. Hbi:l.L.I..(::t(:!i~ I::1~;i~1~ I:~:h:(;!U]'.REE) f:llqE:' I'"lLl:{i;"l BE F4:ETLI~:;i:F,IEI:> l'O THE: [':h~EF'I':II';'::TPE[I"~T I.,.I]:TH]:I",I CIF:' IFil. ii: HEL. I... cor,iPL.ETIEH'.,I. :ii;F;'EC:[F':[E:I:=IT]:Cff.,t:5 I::li'ql]:, CON.'L=,T~?.UC'F;[Cff.,I I:::,ZRFiI-~'.Ri'q'='i; F:IF~'.E I:IVf:I);L.F:IBLJE :( I'.,t:ii; 't FI I. [.. F:I F ] CiI'.,I. :[ iL:l:!:l:~:l ]:F:"r' -It-II::l'i' :t: ]: F:ff"l I::"F:IM:[I._.II::II:;i: I,.I]:TH THIE F';:L'"[~!U:[Fi!Ei:HI:EI",II'S-:; FOI';;: OI",I~'"S~]:TE :ii!;IEI,IIEF;~:E; F:IF,II:> F:'CII:;:I'H [~',"r' I-t-It~; HI...II"J ]J E: ]: I::'F:II... :E TI'r' CIF' FII",IC:HOF::'.FI[]iE. 2: :i; H]:LL. ]:N:~!;'I'I=ILI... THE :5"r".i!Tf'EH ]:N F:ICC[')~:DRNC[E HI'IH THE ::ii:. t: UNL':'Iii:;Fi:'.~:;TFII",IE:' THFIT THE; ON-:5]:TI:E E;E!-,.IE[~: S'-r'ETI'EH IqFt"," RIE[;!U:[F~:E[ E:i",II..F:IF;:I::~IiEHL::I",I'I' ]:1::: Fi:li::ii;]:l;:,lii:l",lC:L; I:(:EHI31::)EI..ED TCI II",IE:L.LIE:'E i'"ll:)l:;::E THFIN ;'ii: ¸-ii O E~ E GEO Russell Oyster 694 2774 Soils Et Foundations Perfo~ed for: . ECHNICAL 8 DFVEL,.,.PMENT Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Name: ~,~,~,'~ Ma i 1 tng Addt'ess: Legal Description:_ 0 2 CO. Ear/Ellis SOIL LO_ 1[ 688-2280 Land Development ~oll Characteristic§ 3 Ground Water Er)countered: Yes No ~ If yes, what depth.~ Proposed Installation: Seepage Pil;.~ Drain · . 1c,,,~.~' Co~ents: ~ ,~* ~5 ~ ~, , ~:.~s~'~*~f 'erf'omed by:_. x~ ~w~ .~